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HomeMy WebLinkAbout34453-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34522 Date: 09/02/10 THIS cEKTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 13451 OREGON RD (HOUSE NO.) (STREET) County Tax Map No. 473889 Section 83 Block 2 Subdivision Filed Map NO. __ Lot No. __ CUTCHOGUE (HAMLET) Lot 11.13 conforms substantially to the Application for Building Permit heretofore filed in this office dated JANUARY 28, 2009 pursuant to which Building Permit No. 34453-Z dated FEBRUARY 23, 2009 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ALTERATIONS AND ADDITIONS, INCLUDING SECOND FLOOR DECK AND ATTACHED TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to HOUSE REGINA 13451 LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-08-0105 ELEt-rKICAL c~KTIFICATH NO. 34453 pL~1~BERS u~KTIFICATION DA'£~U p7/15/10 TODD DAWSON O8/lS/lO o7/o~/lO Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y.' BUII~3ING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34453 Z Date FEBRUARY 23, 2009 Permission is hereby granted to: LOUIS C & ORS CORSO PO BOX 1287 CUTCHOGUE,NY 11935 for : ALTERATIONS,SECOND STORY ADDITION AND TWO STORY ADDITION WITH GARAGE TO EXISTING SFD PER APPROVED PLAiqS AS APPLIED FOR. at premises located at County Tax Map No. 473889 Section 083 pursuant to application dated JANUARY Building Inspector to expire on AUGUST 13451 OREGON RD CUTCHOGUE Block 0002 Lot No. 011.013 28, 2009 and approved by the 23, 2010. Fee $ 2,198.40 Authorized Signature Rev. 5/8/02 ORIGINAL 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 looation of all buildings, pwperty lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). ~. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains tess 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. Ifa Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing ~ th~ '"'~"t ' ;~.~{ Mterations to dwellh , $ .00, 2St®, mes, ,.00. BLDG. DEPT. 1) [ ~ nn TOWN OF SOUTHOt  0, Alterations to dwellfl ildi~ ~25l~, t~mes~ C. Fees I Certificate ofOceupancy - New dwelling $25.00, Additions to dwelling Swimming pool $25.00, Accessory building $25.00, Additions to acces 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 New Construction: Location of Property: Owner or Ownem of Property: Suffolk County Tax Map No 1000, Section Old or Pm-existing Building: House No. ~t~t Date. (check one) ~ [ Hamlet 08m3 Block O~ Lot . I~ {/,/3 Subdivision P itNo. Date of Permit. Filed Map. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporar Fee Submitted: $ ~ 8t06. ~I~tN 0[ S0UT,0tl~ fL6C/1 Certificate: y (check one) pp ~cant S~gnature Town ttall Amlcx .5!.37.'; Main Road P.O. Box 1179 Soulhold, NY 11971-f)9,~9 Tclcphonc (631 ) 76,5-1802 F~x (631 ) 765-95(12 ro.qer, riche rt~,town.southold, nV. us Issued To: L. Corso BI TILl)lNG 1)EPARTMENrl' TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Address: 13451 Oregon Rd City: Cutchogue St: NY Zip: 11935 Building Permit #: 34453 Section: Block: 0%, 'et: II ' WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Roslak Elec License No: 2677-me SITE DETAILS Office Use Only Residential ~ Indoor ~ Basement ~ Service Only ~ Commedcal Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Servicelph ~ Heat ~ DupleoReopt ~ Service 3 ph Hot Water GFCl Recpt Main Panel A/C Condenser Single Recpt Sub Panel A/C Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Other Equipment: garage, bathrooms, passage way Ceiling Fixtures ~ HID Fixtures Wall Fixtures ~ Smoke Detectors Recessed Fixtures ~.~ CO Detectors Fluorescent Fixture ~ Pumps Emergency Fixtures~ Time Clocks Exit Fixtures [~ TVSS Notes: exhaust fans-9, paddle fans-3, 2-6ff baseboard heaters Inspector Signature: Date: July 6 2010 81-Gert Electrical Compliance Form Town Hall, 53095 Main Road P.O..Box 1179 Southold, New York 11971-0959 Fax (631) 765-9502 Telephone (631) 765-1802 BUILDING DEPARTMENT TOWN OF SOUTHOI,n CERTIFICATION Date: Building Permit No. Owner: Plumber: (Please print) (Please pnnL I certif.v that the solder used in the water supply system contains less than 2/10 of 1.% lead. Sworn to before me this day ,20 10 (Plumbers Signature) C~NNIE D. BUNCH Not~ Publie, Slate of Ne~ Yo~I~ No. 01BU6185050 Qualified in Suffolk ~unty J,~ Commission Expires April 14.20~c~ ')mrv Public.-~¢{ -f~ County TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [~FOUNDATION 1ST ] FOUNDATION 2ND [ ] FRAMING / STRAPPING ]FIREPLACE & CHIMNEY ] RRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT PENETRATION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] F/J~JNDATION 1ST [ [~] FOUNDATION 2ND [ [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION REMARKS: ] ROUGH PLBG. ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-t 802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F/OUNDATION~;ND-~ [ ] INSULATION [/FRAMING ~--RRAPPING ) [ ] FINAL [ ] FIREPLACE'&-~~/ [ ] FIRE SAFETY INSPECTION ~[ ]F~RmSTA~CO.ST.UCT~ [ ]F~RmST~.TmiL=TmT~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT ION [ ] FOUNDATION 1ST [~f~ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE a CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ~ DATE .~//~/~0 INSPECTO~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROU~Q. [ ] FOUNDATION 2ND [,~NSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]~IRERES~T4~TC0~I'R~n0. [ ]F~RERES~T~TP~ETRATI0. REMARKS: .~~~".~ ~ DATE INSPECTOR~~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION l ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION FRAMING / STRAPPING [~INAL FIR~IEPL'ACEREsISTAN~& CHIMNc0flS~ i I FI~F~E SAFETYREsISTANTIN~SPECTIETRA ~TI~ REM~ARKS:~ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST FOUNDATION 2ND FRAMING / STRAPPING FIREPLACE & CHIMNEY FIRE RESISTANT COmTmJCTI~ [ ] ROUGH PLBG. [ ] INSULATION []FINAL [ ] FIRE SAFETY INSPECTION [ ] RRERESlSTANTPBIETRATION REMARKS: INSPECTOR~ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST FOUNDATION 2ND FRAMING / STRAFPINa FIREPLACE & CHIMNEY m,E I~SISTMr COM'mUCtION [ REMARKS: ROUGH PLBG. INSULATION FINAL ~ ~ fiRE SAFETY I~.CTION RRE RESlST~NT ~BIETRATION DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 ~ INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION UGTION [ ] fiRE RESIST~ PENETRATION [ ] ELECTRICAL (fiNAL) REMAJ~S: DATE FTI~,T,D INSPECTION REPORT FOUNDATION (1ST) ...................................... FOUNDATION (2ND) // ROUG~ F~NG [NS~ATION ~R N. STATE ~N~RGY ~OD~ ~DITION~ CO~ENTS TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (651) 765-9502 www. north fork. n~.t/Southold/ Examined ,20___ Approved ,20 ~ Disapproved a/c Expiration ,20 BUILDING PERMIT APPLICATION CHECKLIST Do you have or need t.he following, before applying? Board of Health x/ 4 sets of Building Plans Planning Bo/atd approval Survey PERMIT NO. Check ....... ~ Septic Form i// II'~ II ~ il I V l; Ir~M N.Y.S.D.E.C. -, III J i II1 Trustees- -- II ~,1 HI [~l~°ntaet: IIII!1 an llgtl t""i -'" -- .Building Inspector APPLICATION FOR BUILDING PERMIT INSTRUCTIONS a. This application MUSTbe completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, aneurate 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 lissues a Certificate of Occupancy. f. Every building permit shall expire iftbe work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing} the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION iS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to-the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildlngs, additions, or alterations or for removal or demolition as herein described. The epplicaht 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. / (I~aili~g~ad~tress 0f~plicant)' ' State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises ~'"'[~', ~/~O~ L~,~ (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. Locat ion of land on which proposed work will be done: ~Ht~l~ House'Number Street County Tax Map No. 1000 Section ~ Block~C9 Subdivision - Filed Map No. (Name) 2. State existing use and occupancy of premises and intended.use and occupaocy &proposed construction: a. Existing use and occupancy _'"'~! ~ b. Intended use and occupancy ~O~ I ofwork'check h c' 1 ~' / Alteration 3. Nature ~ w i n app icable): New tmilding Addition Repair Removal ~ _ _ _ rk Estimated Cost 5. If dwelling, numb each floor_ If garage, number of cars 6. If business, commercial or mixed~ occup y,s ec-~"t~i~tent of h type of use. 7. Dimensions of existing structures, if any: Front I t~>~ Rear !t~_~~ Depth Height '~?J Number of Stories' - ~ Dimensions of same structure with alterations or additions: Front i ~'~ ~ Depth ~t'~ ( Height '~_~-' Number of Stories 8. Dimensions of entire new construction: Front Rear Height Number of StOries 9. Size of lot: Front (Description) paid on filing this application) .Depth Depth 7'~c:~.77 ' Rear ,]~t t O. Date of Purchase '~ Name of Former Owner J 11. Zone or use district in which premises are situated ~'. ~'~<~ :~?-~~ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO x~ 13. Will lot be re-graded? YES NO 5'( Will excess fill be removed from premises? YES __ NO'>< 14. Names of Owner ofpremises~Address~-Z?,~/'F~4q/'~c~,ff~- Phone No. NameofArchitect ~i~.~.~4~--~ t-J.~ Address:~,~'. ~,~ ~'~honeNo ~q~- Name &Contractor I I Address ~ x ~hone No. - ' - 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO x * 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 ~ * 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. STATE OF NEW YORK) SS: COUNTY OF ) n ~ ~]~J"-~/ being duly sworn, deposes and says that (s)he is the applicant dividual signing Opntract) above named, (U6~aactor, Agent, CorpOrate Offipffr, etc.) &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 hue 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 ~before me this , yof 20 0'9 ~ ofAp~ Buildin.~ 40--GUF4Y, °' · . ~;r~ok, lqe',', York ~om~s ~ JoHl~g Commissioner ' ¢. /__ ~ ' = r ' ~ · u ~ave ~ubmitted, the New York Stat~ De=artment of En~iro~ental Conservation has determined that the ... parcel ~project is: Greater than 300 ~rom : v ~to-ied tiaa: wetlands. ;-: =n-- ~o tructure Landward of a substanb~.~ . greater khan i00' in length wi'rich was constructed prior to 9/20/77. Landward of the !0' above mean sea level elevation contour on a gradual, natural slope- ~r~-dw=r6 o= th~ tc~o~raDh:c cro~t of a bluff, cliff or dune whic~s :reat¢-' than t0' :n~e±~va:lotn <~ov= ~.ea~ s=a -, .... / ,~/.l~y_.f mherefOre', no ~e~it~ reauired uncer the Tiaal Wetlands Act (Artic=a 25 of the EHviron~ental'Conservation. Law)- Please be a~vlsed, however, that no conskruct:on, sedimentation o: disturbance of any kind may take ~]ace seaward of the 10' 'contour or topographic, crest without a permit, it is vc'ur responsibility to ensure that s!!'ne~essar~ ~reca~tYbns 'are taken'to' prevent any sea,mentor:on or other alteration or. d~sturbance to the ground surface cr vegeta~ - in t~:~ area as = rasu!k 0f your project Such precautions may :nc!uae ~ .... ~ ~ adequate work area between the !0~ contour or topographic ores: and the project (i.e. a 15' to 20' ~ide construction area) or erection of a temporary fence, barrier, or hay Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 · . ,.,~.ax f631) 765,-,95(~2, ro.qer, n cne r~(.w,~own, soumo~a, ny. us BUILDING DEPARTMENT TOWN OF SOUTHOLI~ APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Company Name: Name: License No.: Address: Phone No·: JOBSITE INFORMATION: (*Indicates required information) *Name: *Cross Street: *Phone No.: Permit No.: _~/./z/.~-3 Tax Map District: 1000' Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: *Do you need a Temp Certificate: YES / NO YES / NO Temp Information (If needed] *Service Size: 1 Phase *New Service: Re-connect Additional Information: 3Phase 100 150 200 300 350 400 Underground Number of Meters Change of Service PAYMENT DUE WITH APPLICATION Final Other Overhead 82-Request for Inspection Form TOWN OF SOUTHOLD PROPERTY RECORD CARD O~WNER STREET VILLAGE ACR. ~ TYPE OF BLD. PROP. CLASS 7-- ! ©~ LAND IMP. TOTAL DATE REMARKS FRONTAGE ON WATER FRONTAGEONROAD DEPTH BULKHEAD WOODLAND MEADOWLANO HOUSE/LOT TOTAL 'B 'upi 'B'O eo uoqepuno.-I elleu!Q qle~ o,~ ' ~ ~ I=t0900 OF SOUTHOLD PROPERTY RECORD CARD 'SplG '~ ~OWN OF SOUTHOLD PROPERTY RECORD CARD STREET/3 L.~..~"/ VILLAGE DIST. SUB. LOT ~ FORMER OWNER N ~' E '"" ACE. ~, " S [~O,~,) W T~E OF BULLDOG / '-~ ~ ~ RES. '~'lO SEAS, VL. ~ FARM COMM; LAN,[;) IMP, TOTAL DATE REMARKS , · FRONTAGE ON WATER ~ [~ ~ ~ TILLABLE FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND BULKHEAD HOUSE/LOT TOTAL COLOR TRIM Foundation Basement Ext. Walls Fire Place Dormer Driveway D.C. FULL o ,WLFott SLAB Bath Floors Interior Finish Heat 0 %'f D.R. Woodstove BR, Fin. B. Attic Rooms 1st Floor 2nd Floor M. Bldg. Extension Extensi, FULL °BAWL SLAB Bath Floors iUILDING PERMIT E,~,LMINER CItECKLIST ,rchitect/Engineer: CTM# 1000-~Z :ail i er,nits (Ope /E×pir d: 13?_&9,/~--Z/C/0 Z-o~9~,ff , ~Q.~tSi e' ~00~ ~;T. Lotgize: 45 ~ ~Q. Front~ ACT. Front 100 _~Q Side ~ ACT. Side_ ~Q. Height _ ACT Height Cily: _~--d.~+tz..e~ Pre COs? BP -Z / CI0 Z __,lafo: REQ Lot Coy. ~O_~;ACT. Lot O V ___ P..EQ. Rearz,~I?PROP. Rear louthold Plauutng: T~:l ~ {)ate: / / Permi~ ,q: Noles: t aleulalion: Va tei-fl-o LI ( '~ ,,'ate ,'"'~)tgl ? L--.~' %_q. JA/ __ Pan e l~ AP ' ~0 V.'~ I_,S ou(hold 'l'ius(ccs: ', I~j/l)a((: , / . NEW YORK STATE CODE COMPLIANCE CHECI(LIST CLIMATIC/GEOGKA~[-[IC DESIGN CRiTERIA: (Jround Snow Load: 45 ,..-/" Wind Speed: 120MPI{ L~'~' Seismic Design Category: Weathering: Severe L~Fro~t Depth: 36" __ Termite: M~H Design Temp: ll . t-'"'/'iee Shield Underlay: YIg8 USE/OCCUPANCY CLASSIFICATION: . HEIGHT/FHLE AREA: /'"~' FIo~d Ha[ards: TYPE OF CONSTRUCTION: FULl_, F[LAJv![[NG D E$ION ELEMENTS I[EADEI(S: Y/N x~VALL STr. FD$: YfN CEIL[bIG JOISTS: Y/[g FLOOR JO[SFS: LUh{BE[~ SPEC[ES AND (~[~J)l~: DESIGN CC'AdD (_Al> fi ILAq ION, I.',, Ftl7 FLAI?TER$: TOTAl. ('()lXl['l I1;N(:E? . Tow____ n o_ f Southold Eros;on, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: $.C.T.M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A ~ OZ.- I/. I ~ STORM-WATER; GRADINGw DRAINAGE AND EROSION CONTROL pLAN Section B~ock Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK, Item N umber: (NOTE: A Check Mark (~) for each Question is Required for a Complete Application) Yes No Will this Project Retain All Storm-Water Run-Off Generated by a Two (2") Inch Rainfall on Site? (This item will include all run-off created by site clearing and/or construction activities as well as all Site Improvements and the permanent creation of irupervious sun*aces.) Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size & Location? This Item shall Include all Proposed Grade Changes and Slopes Confl'olling Surface WaterFIowl Will this Project Require any Land Filling, Grading or Excavation where there is a change to the Natural Existing Grade tavolving more than 200 Cubic Yards of Matedal within any Parcel? Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000) Square Feet of Ground Surface? Is there a Nature Water Coume Running through the Site? Is this Project within the Trustees judsdiclion or within One Hundred (100') fee( of a Wetland or Beach? Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen (15) feet of Vedical Rise to One Hundred (100') of Horizontal Distance? Will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off into and/or in the direction of a Town fight-of-way? Will this Project Require the Placement of Material, Removal of Vegetation and/or the Construction of any Item Within the Town Right-of-Way or Road Shoulder Area? (This item will NOT Include the Installation of Driveway Aprons.) Will this Project Require Site Preparation within the One Hundred (100) Year Floodplain of any Watemourse? NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark In the Box, a Storm-Water, Grading, Drainage & Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Penn[ti EXEMPTION: Yes No Does this project meet the minimum standards for classification as an Agricultural Project? Note: If You Answered Yes to this Question, a Storm-Water, Grading, Drainage & Erosion Control Plan is NOT Requlred~ -- ~ STATE OF NEW YORK, COUNTY OF ..~i~.~.~...~.. ........... SS That I, ....~....~...4~..~.. ......... ..~...~.l..v~:~,~ .................... being duls' swmm, deposes and says that he/she is the apphcax~t for Pennih (Name of individual signing Document) Al~d tbat he/she is the ............ A~'>.~.~XTk~' ................................................ (Owner, Contractor, Agent, Coq~orato Officer, etc.) Owner and/or representative of the Owner of Owner's, and is duly authorized to perform or have performed the said work and to make and file this application; that all statemenU contained in this application are tree to the best of his knowledge and belief; and that the work wilt be performed in the manner set forth in the application filed herewith. Sworn to before me this; ................ ~....~... ................. day of~.~ ........... , - · Nota P ry ubfic: .......... ~..:..'~,~...:..'7:.Tx....,t~..~.:.....~.....':_:..'..i~.k ............................................................................... // Not. ~ ?DA, R, ~Bi iA~R .~ ~'~-~'"Ty'l~~.,~ ..,,,-.~. -~---------- j (Signature of Applicant, - NO, 0'~TA60~UUUl FORM - 06107 Qualified In Suffolk County Commission Expires 01113/20 ,// Town 1 lall Annex 54375 Main Road P.{D. Box 1179 Southold. NY 11971-0959 Telephone (631) 763-1802 Fax (631) 763-9302 BI III,DING DEPARTMENT TOWN OF SOUTHOLD duly 15, 2010 House Regina 13451 kkC CIO Louis C Corse PO Box 1287 Cutchogue, NY 11935 RE: 13451 Oregon Road, Cutchogue TO WHOM IT MAY CONCERN: The following items are needed to complete your Certificate of Occupancy: __ Application of Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of $25.00. __ Final Health Department approval. ~ ~: - "'?'~ ~' ~ __ Plumbers Solder Certificate. (All permits involving plumbin~l after 4/1/84) Trustees Certificate of Compliance. __ Final Planning Board approval. __ Final Fire Inspection from Fire Marshal. __ Final Inspection from the Building Dept. __ Final Landmark Preservation approval. Building Permit: 34453-Z Additions/alterations TI=~T HOL LOAM ¢ X .. . / RECEIVED NOV 1 3 2~ BUFF. CO. HEALTH SERVICES OFFICE OF WAST~.WA T£p, H, GT, 5~..c~le, I' z 200' E 5ANITAP. h" I'~ASL,q~J~Ht~NTD A B 5T I~*' ~' LP 55.5' ,40.5' 2 5TOFFY / / LOUIS, GOIR,50 ~ LUE~A GOt~50 ,",t; Gu~¢hocju~, to~n o~ ~u~hold ~Ffolk GounOd, ~ ~ork ~o~ o~ AU6 2 3 ~010 8LOG. DEPT. TOWN OF SOUTHOU) ~IT~ DATA ff=~Uf~.Vh-'f'Of~.'~ C,E-~TII= I~.ATION ,.~ / .GU~V~¥ POF~ LOUI~ GO~ ~ LUBA C,O~ at. C..ut:cho,~ue, Town oF 5out:holcl ,Guf'folk, Gount~, N~ 'Cork ~or~ oF F~,vlslons ,, i I I ~.~al~: I" = 200' [] -- ,o~u,=,'~ ~'r · = ,o,~.~=~ ,o~.0 A = ~'r^~ .~'r · -- ='r^~ ~o~.~ SUFF. CO. HEALTH SERVICES , -, ~' ' 'I II~"!,~III~'=P qll?"' REScheck Software Version 4.2.1 Compliance Certificate,_. 2007 New York Energy Conservation I L B Construction Code DEP[ Location: Suffolk County, New York ~ ]'OWN OF SOUTH0[D Construction Type: Detached I or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 16% Heating Degree Days: 5750 Construction Site: 13451 Oregon Road Cutchogue, NY 11953 Owner/Agent: Louis Como P.O.Box 1287 Cutchogue, NY 11935 DesignedContractor: Frank Notaro Architecnologies 13405 Main Rd. PO.Box 93 Mattituck, NY 11952 631-298-1129 architecnologies@yahoo.cem Compliance: 10.6% Better Than Code Maximum UA: 913 Your UA: 816 Basement Wail 1: Solid Concrete or Masonry Wall height: 80' Depth below grade: 7.0' Insulation depth: 2.0' Floor 1: All-Wood Joist/Truss:Over Unconditioned Space Wall 1: Wood Frame, 16" o.c. Window 1: Vin Window 2: Yin Window 3: Vit' Window 4: Vir Window 5: Vir Window 6: Vir Window 7: Vim Window 8: Yin, Window 9: Vin~ Window 10: Vin Window 11: Vin Window 12: Vin Window 13: Yin Window 14: Vin Window 15: Vin Window 16: Vin Window 17: Vin Window 18: Vin Window 19: Vin Window 20: Vin Window 21: Vin Window 22: Vin Window 23: Vin I Frame:Double Pane with Low-E Frame:Double Pane with Low-E Frame:Double Pane with Low~E Frame:Double Pane with Low-E Frame:Double Pane with Low-E Frame:Double Pane with Low-E Frame:Double Pane Frame:Double Pane with Low-E Frame:Double Pane with Low-E ,I Frame:Double Pane with Low~E ,I Frame:Double Pane with Low-E ,I Frame:Double Pane with Low-E ,I Frame:Double Pane with Low-E ,I Frame:Double Pane with Low-E ,I Frame:Double Pane with Low-E d Frame:Double Pane with Low-E d Frame:Double Pane with Low-E Frame:Double Pane with Low-E Frame:Double Pane with Low-E Frame:Double Pane with Low-E Frame:Double Pane with Low-E Frame:Double Pane with Low-E Frame:Double Pane with Low-E 1770 11.0 0,0 1770 4390 12 12 18 49 35 35 35 35 35 35 19.0 21.0 49 28 6 18 6 13 13 6 6 6 12 14 19 0.0 0.0 0.330 0.330 0.330 0.330 0.330 0.330 0.330 0.330 0.330 0.330 0.330 0.330 0330 0.330 0.330 0.330 0.330 0.330 0.330 0.330 0.330 0.330 0.330 2O4 83 210 4 4 12 12 12 12 9 2 6 2 4 4 2 2 2 4 5 6 Project Title: Corse Residence Report date: 02/19/09 Data tilename: C:\DOCUME-I~ADMINI~I\LOCALS-I\Temp\CORSO RES CHECK_2 19.09.rck Page I of 7 Window 24: Vinyl Frame:Double Pane with Low-E Window 25: Vinyl Frame:Double Pane with Low-E Window 26: Vinyl Frame:Double Pane with Low-E Window 27: Vinyl Frame:Double Pane with Low-E Door 1: Glass Door 2: Glass Door 3: Glass Door 4: Glass Door 5: Glass Ceiling 1: Flat Ceiling or Scissor Truss Boiler 1: Other (Except Gas-Fired Steam) 80 AFUE Air Conditioner 1: Electhc Central Air 13 SEER 12 0.330 4 6 0.330 2 6 0.330 2 6 0.330 2 52 0.310 16 36 0.310 18 0,310 6 38 0.310 12 2906 38.0 0.0 87 The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet I ~ Conservation Construction Code requirements, When a Registered Design Professional has stamped knowledge, belief, and professional judgment, such plans or s are altesting that to the best of his/her Date Project Title: Corso Residence Report date: 02/19/09 Data filename: C:\DOCUME-I~ADMINI~I\LOCALS-I\Temp\CORSO RES CHECK_2.19.09.rck Page 2 of 7 REScheck Software Version 4.2.1 Inspection Checklist Ceilings: [] Ceiling 1: Flat Ceiling or Scissor Truss, R-380 cavity insulation Comments: Above-Grade Walls: [] Wall 1: Wood Frame, 16" C.C., R-21.0 cavity insulation Comments: Basement Walls: [] Basement Wall 1: Solid Concrete or Masonry, 8.0' ht / 7.0' bg / 2.0' insul, R-11.0 cavity insulation Comments: Windows: [] Window 1: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? __ Yes Comments: No Window 2: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thenmal Break? Comments: Yes__No [] Window 3: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes No [] Window 4: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes__No [] Window 5: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type __ Thermal Break? Comments: [] Window 6: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors. describe features: #Panes Frame Type Thermal Break? __ Yes Comments: No [] Window 7: Vinyl Frame:Double Pane, U-factor: 0.330 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? Comments: Yes__No [] Window 8: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes __ No Project Title: Corso Residence Report date: 02/19/09 Data filename: C:\DOCUME-I~ADMINI~I\LOCALS-I\Temp\CORSO RES CHECK_2.19.09.rck Page 3 of 7 Comments: [] Window 9: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes No Window 10: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes__No Window 11: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-fac-tom, describe features: #Panes Frame Type Thermal Break? Comments: Yes __ No [] Window 12: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, descdbe features: #Panes Frame Type Therr~al Break? Comments: Yes__No [] Window 13: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? __ Comments: Yes No [] Window 14: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes No [] Window 15: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes No [] Window 16: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? Comments: Yes No [] Window 17: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? Comments: Yes No [] Window 18: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe fealures: #Panes Frame Type Thermal Break? Comments: Yes No Window 19: Vinyl Frame:Double Pane with Low-E, U-factor: 0~330 For windows without labeled U4actors, describe features: #Panes Frame Type Thermal Break? Comments: Yes No [] Window 20: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes No [] Window 21: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 Project Title: Corso Residence Report date: 02/19/09 Data filename: C:\DOCUME~I~.DMINI~I\LOCALS~I\Temp~CORSO RES CHECK_2.19.09.rck Page 4 of 7 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? __ Yes Comments: No [] Window 22: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes No [] Window 23: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? Comments: Yes __ No Window 24: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? Comments: Yes -- No [] Window 25: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes -- No [] Window 26: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes __ No [] Window 27: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes __ No Comments: Doors; [] Door 1: Glass, U-factor: 0.310 Comments: [] Door 2: Glass, U-factor: 0.310 Comments: [] Door 3: Glass, U-factor: 0.310 Comments: [] Door 4: Glass, U-factor: 0.310 Comments: [] Door 5: Glass, U-factor: 0.310 Comments: Floom: [] Floor 1: Ali-Wood Joist/Truss:Over Unconditioned Space, R-19.0 cavity insulation Comments: Heating and Cooling Equipment: [] Boiler 1: Other (Except Gas-Fired Steam): 80 AFUE or higher Make and Model Number:. [] Air Conditioner 1: Electric Central Air: 13 SEER or higher Make and Model Number: Air Leakage: [] Joints, penetrations, and ail other such openings in the building envelope that are sources of air leakage are sealed. Project Title: Corso Residence Report date: 02/19/09 Data filename: C:\DOCUME~I~ADMINI~I\LOCALS~I\Temp\CORSO RES CHECK_2.19.09.rck Page 5 of 7 [] Recessed lights are 1) Type lC rated, or 2) installed inside an appropriate air*tight assembly with a 0.5" clearance from combustible materials. If non-lC rated, fixtures are installed with a 3" clearance from insulation, Vapor Retarder: C1 Installed on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: [] Materials and equipment are installed in accordance with the manufacturer's installation instructions. Materials and equipment are identified so that compliance can be determined, [] Manufacturer manuals for all installed heating and ceoling equipment and service water heating equipment have been provided. Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications, Insulation is installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R~value without compressing the insulation. Duct Insulation: [] Supply ducts in unconditioned attics or outside the building are insulated to at least Return ducts in unconditioned attics or outside the building are insulated to at least [] Supply ducts in unconditioned spaces are insulated to at least R-8. [] Return ducts in unconditioned spaces (except basements) are insulated to R-2, Insulation is not required on return ducts in basements. Duct Construction: [] All joints, seams, and connections are securely fastened with welds, gaskets, mastics (adhesives), masfic-plus-embedded~fabdc, or tapes. Tapes and mastics are rated UL 181A or UL 181B. Exceptions: Continuously welded and Iocking-[ype longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [] The HVAC system provides a means for balancing air and water systems. Temperature Controls: [] Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [] Separate electric meters exist for each dwelling unit, Fireplaces: [] Fireplaces are installed with tight tiffing non-cembustible tireplace doors. [] Fireplaces have a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable. Service Water Heating: [] Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [] Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: [] Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: [] All heated swimming pools have an on/off heater switch and a cover unless over 20% of the heating energy is from non~lepletable sources. Pool pumps have a time clock. Heating and Cooling Piping Insulation: ~1 HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project Title: Como Residence Report date: 02/19/09 Data fllename: C:\DOCUME~I~ADMINI-I\LOCALS-I\Temp\CORSO RES CHECK_2.19.09.rck Page 6 of 7 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" Temperature (°F) 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1 0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Piping System Types Range(OF) Insulation Thickness in Inches by Pipe Sizes 2" Runouts 1" and Less 1.25' to 2.0" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, RefTigerant and 40-55 0.5 0,5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD: (Building Department Use Only) Project Title: Corso Residence Report date: 02/19/09 Data filename: C:\DOCUME-I~ADMINI-I\LOCALS-I\Temp\CORSO RES CHECK_2.19.09.rck Page 7 of 7 I GENERAL NOTES 1, ALL WORK PERFORMED SHALL BE IN COMPLIANCE WITH ALL FEDERAL, STATE & LOCAL BU~LQING CODES AND ORDINANCES, 2, iBEFORe COMMENCEMENT OF WORK, THE SeN'L. CONTRACTOR SHALL FURNISH OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS INVOLVED ,IN THe CONSTRUCTION. 3, THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS SHOWN. 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE DRAWINGS UNLESS OTHERWISE NOTED. 5, THE CONTRACTOR SHALL lee IRESPONSISLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTION, AND MISAEIGNMENT ACCORDING TO TO ALL APPLICABLE CODES. 6. THE GEN'L CONTRACTOR :SHALL PAY FOR ALL PERMIITS, FEES, & COSTS RELATED TO THE WORK OF THIS CONTRACT, SEN'L, CONTRACTOR SHALL INITIATE ALL REQUIRED INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT UNLESS ,OTHERWISE NOTED, 7. THE SUB-CONTRACTORS SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND ARE RESPONSIBiLE FOR REMOVAL OF ALL RUBBISH CREATED BY THEIR INDIVIDUAL TRADES UNLESS OTHERWISE NOTED. 8. ANY "EXTRAS" FOR ANY AND ALL FIELD CONDITIONS / SUBSTANTIAL CHANGES SHALL BE DOCUMENTED WITH THE COST OF APPROVED BY OWNER AND OR HIS AGENT BEFORE STARTING ADDITIONAL WORK. 9. ~DOUBLE FLOOR JOISTS ARE TO BE ~NSTALLED UNDER ALL WALL PARTITIONS RUNNIiNG PARALLEL TO THE FRAMING. PROVIDE DOUBLE HDR. JOISTS AT ALL OPENINGS. REFER TO CONSTRUCTION DWGIS, FOiR BIZES, 10, ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONST, GRADE QREQ. 11. ALL EXTERIOR STRAPPING TO BE ABOVE OR BENEATH EXT, SHEATHING, 12, THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK SUCH AS BUT NOT LIMITED TO: lUll[WORK, SPRIINKLER SYSTEMS AND STEEL WORK, ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT pRIOR TO PROCEEDING WITH THE WORK. Per REQUIREMENTS EY NEW YORK STATE RESIDENTIAL CONSTRUCTION CODe we CERTIFY THAT THE DESIGN CRITERIA IS DONE Per PRESCRIPTIVE DESIGN, ALL OF THE LOAD CALCULATIONS & STRUCTURAL PLANS COMPLY WITH ALL OF NEW YORK CONSTRUCTION CODE EASED ON ( AF&PA ) FOR ONE-FAMILY DWELUNG TO THE BEST OF OUR KNOWLEDGE, V/??¢/[/I NEW EXTERIOR PARTITION - 2~ X 5 WOOD STUD WALL W/1/20DX pL~NO.O,, D. EXTERIOR SHEATHING ( TYVEK WRAPPED & TAPED), PROV. 4' EXPOSURE BEVEL CEDAR SIDING. 3 COATS CABOT SEMI-SOL STAIN OR APP. eQ, (TYPICAL ALL AREAS). ALL EXTERIOR TRIM AS NOTED ON THE CONTRUCTION PLANS, NEW INTERIOR PARTITION - 2" X 4" WOOD STUD WALL. I LAYER 1/2" GYP. ED. SCREWED/TAPED BOTH SIDES, INTERIOR TRIM - S" CUSTOM 2 PIECE CLR. PINE, REF, SECTION DWG. TYPICAL Ai-L DOORS/WINDOWS BASE, & WALL TRIM. ALL WINDOWS W/BO%FOM SILL, U.O,NI. PROVIDE MOISTURE RESISTANT GYP, BO, (DENSHIELD) FOR ALL BATHROOM WALLS AND CLGB, PROVIDE CEMENT WALL ED, FOR ALL AREA RECiEIVING TILE, INCLUDING FLOORS, INTERIOR ,paiNT- TO Be "BENJAMIN MOORE" U,O.N,, ONE COAT PRIME & TyVO COATS SATIN FINISH (COLORS T,B,D, BY OWNER) U,O,N, ALL TRIM TO BE SATIN FINISH, BATHROOM ,paiNT TO HAVE MILDICIDE ADDITIVE, HARDWOOD FLOORING - SELECT RED Oak 5"W,i15LB. FELT UNDERLAY FINISH - 3 COATS OF CLEAR SATIN POLYURETHANE (PACIFIC BRAND). SUB-FLOOR - 3/4p THICK T&G PLYWOOD GLUED AND NAILED, CARPET TO BE SELECTED AND PURCHASED By OWNER. TILE LEGEND REf. TO DWG, A-4.4 FOR DETAILS COMMERCIAL G BADE TILF-/SAN[TARY SASe W/4' WAINSCOTT. MATCH TILE IN EXIST, K~TCHEN. REF, TO DWG, A-4,4 FOR DiETAILS INSULATION NOTES NEW EXTERIOR WALLS: 2"X6" WOOD STUD. R-21 FOIL FA. HIGH DENSIT~ INSULATION BY 'CERTAINTEED' OR APPROVED EQUAL. NEWATFIO/ROOF: R-38 KRAFT-FA, ,INSULATION BY~CERTAINTEED~ OR APPROVED EQUAL, CRAWL SPACE: R~21 KRAFT-FA. INSULATION WITH PROPer WIRE TIES INTERIOR WALLS: R-21 Ba~F INSULATION (TYPIOALL ALL). GARAGE CEILING: R-21 KRAFT-FA. INSULATION WITH PROPER WIRE TIES AC/H EATIN G NOTES PER REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONBTRiUCTION, PROVIDE TWO ZONE HEATING AND DOOMING SYSTEM CONSISTING OF: ONE "BIASl" 5 SECTION CAST IRON BO!LER WITH Pla[LO BURNER, (81ZE AS REQUIRED), UNLESS OTHERWISE NOTED, PROV. 8" iDtA. "ZERO DLEARANCEI FLUE ONE VAUGHIN 1130 GAL. INDIRECT HOT WATER HEATER, UNLESS OTHERWISE NOTED. Ah[ NECESSARY PIPING, CIRCULATORS, CONTROLS,, ETC., AND ONE 276 GALLON FUEL TANK, UNLESS OTHERWISE NOTED, TWO "RUDD" (SIZE TONAGE AS REQUIRED) 12 SEER AIR HANDLERS UNLESS OTHERWISE NOTED, TWO "RUDD" (SIZE TONAGE AS REQUIRED) 12 SEER CONDENSORS UNLESS OTHERWISE NOTED. TWO HOT WATER COILS, CEILING/FLOOR ,OUTLETS AS PER ENGINEERING SPECIFICATIONS, ONE RETURN ON SECOND & FIRST FLOORS. NOTE: ADD ANTI-FREEZE TO iENTIRE SYSTEM, ELECTRICAL LEGIEND NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES & REGULATIONS OF THE N,Y.B,F,U, AND A CERTIFICATE FROM THiE N,Y.B,F.U. IS TO BE PRESENTED TO the OWNER AT THE COMPLETION iOF THE JOB, THE OWNER SHALL PROVIDE ALL SURFACE MOUNTED LIGHT FIXTURES, ALL OTHER ELECTRICAL EQUIP, TO BE SUPPLIED BY ELECTRICAL CONTRACTOR, ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON', "DECORA" COLOR T.B.D. RECESSED DOWNLIGHT8 TO BE "LIGHTOLIER'I OR APP. EQ. TRIM - WHITE. NOTE'. CONTRACTOR SHALL PROVIDE DIMMER SWITCHES FOR ALL RECESS, DOWNLIGHTS. VERIFY LOCATIONS OF ALL ELEC. DEVICES WITH CLIENT, (~DUPLEX ELECTRICAL RECEPTACLE ([DDD DOUBLE DUPLEX ELECTRICAL RECEPTACLE ~sc DUPLEX SEPARATE CIRCUIT RECEPTACLE ~GFI DUPLEX RECEPTACLE/GROUND FAULT INTERRUPT (~FL DUPLEX FLUSH FLOOR ELECTRICAL R:ECEPTACLE $ WALL SWITCH $3 3-WAY WALL SWITCH 4-WAY WALL SWITCH RECESSED ,DOOR ACTIVATED SWITCH RECESSED IDOWN,UGHT I(100W)" LIGHTOLIEB" OR APP. EQ. EXTERIOR RECESSED DOWNLIGHT (lS0W) "LIGHTOLIER" OR APP, EQ. CEILING MOUNTED JUNCTION BOX WALL MOUNTED J,UNCTIONIBOX WALL MOUNTED DUAL SPOTLIGHT NEW CEILING MOUNTED JUNCTION BOX FOR SURFACE FAN/LIIGHT WITH DUAL BWITO,H AT WALL, FfXTURE TC BE SUPPLIED By OVCNER. ~Ef NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST FAN/LIGHT WITH DUAL BWlTCH AT WALL, 'IBROANI' HEAVY DUT~Y UiNIT OR APP. EQUAL. ~t NEW tELeRHON5 RecePtACLe ~]c NEW CAble TV RECEPTACLE (TO be WIRED TO CENT. CONTROL BOX) ~ ST NJEW STRUCTURED CABLE (TO BE WIRED TO CENT. CONTROL BOX) ,OSD SMOKE/CARBON MONOXIDE DETECTOR: TO BE WIRED TQ CE~NTRAL CONTROL BOX. ~DB NEW DOORiBeLL NOTE: ALL OUTLETS IN GARAGE ABEATO BE ON A NOTE: PROVIDE ALLOWANCE FOB A GENERATOR - LOCATION T.B.D. THE FOLLOWlD_WlING APPLIANCES TO BE RUN BY GENERATOR: BOILER, HO~T~WATER HTFL,& FOYER LT, PLUMBING ,LIEGEND PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTINIG AS N.Y,$, AND LOCAL PLuf~'If~G CODES THAT APPLY TO WORK TiC BE ~HB PROVIDE FBO~T FREE HOSE BIBS. SHOWER ~{EAD'(FROET'FREE SHOWER BODY) , ALL FIXTURES TO SE pURCHASED AND INST~LLED BY THE PLUMBED. WINDOW SCHE!DULF ALL WINDOWS TO BE ANDERSEN 400 SERIES, FIRST FLOOR ROUGH ROUGH ANDERSEN REFER, NO, OPENING OPENING QUANTIT~ MIBC, NOTES WIDTH HEIGHT ~) ~231 6'-0 1/8" 2'.0 5/8" 6 AWNING ~) A31 - 3W 9'-1 1/2" 2'-0 8/8I~ 3 AWNING INTERiOR/EXTERIOR TiRIM INTERIOR WindsorONE CLASSIC COLONIAL ~NOT APPLICABLE) BASE MOLDING: WOSMS01 (NOTAPRLICABLE) WINDOW SILL', .(PICTURE FRAME) VERIIFY W/OWNER PRIOR TO ORDER. WINDOW & DOOR CASING: WOES001 ~ WOOS00~ CROWN MOLDING', WOOM0~I - VERIFY WITH OWNER VERIFY W/OWNIER TRIM ORDER PRIOR TO PU,RCHA~E, ALL INTERIOR TRIM TO BE PRIMED AND PAIN~ED WHITE UNLESS OTHERWISE NOTEID. EXTERIOR AZEK TRIMBOARD VVIlNDOW & DOOR TIM: PICTURE FRAME - 6/4" X 6" AZEK CORNED BOARD TRIM: 5/4" X 8" AZEK PREEZe ~OARD: 5/4" X 5" AZEK FASCIA TRIM: 6/4" X 8" V,I,F, AZEK SOFFIT MATERIAL: 1/2" X 5 1/2" AZEK BEADBOARB ALL EXTERIOR TRIM TO E~E FAINTED WHITE, VERIFY MATERIALTYPE WITH OWNER PRIOR TO PURCHASE, TABLE 1509,4 RE~EB TO A. 1 WINDOW & DOOR SCHEDULES FOR PANEL LOCATIONS, SPAN I SPAN < 8'-0" SPAN < 6'-0" ALTERNATIVE FOR OPNG. PIROTECTION WOOD STRUCTURAL PANELSWITH A MINIMUM THICKNESS O~ 7/16" AND MAXIMUM PANEL SPAN OF 8'-0" ~ PERMRq'ED FOR OPENING PROTECTION IN ON AND 7 TWO STORY BUILDINGS, PANELS BHALJg BE PREQUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1,4- ABD 1609,6.5 AND TABUS 1609,1,4) TABLE 1609.%4 WlNDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTRAL PANELS =ASTENER TYpe PANIEL SPAN 2'-0"< PANELI4'-O" < PANEL 6'-0" < PANEL 1/2" #8 WOOD SCBEWS 16 16 16 12 DEMOLITION LEGEND ........... ]EXISTING EXTERIOR WALLS ........... ITC BE REMOVED EXISTING DOO,R/VVINDOW TO BE REMOVED DOOR SCHIEDULE GARAge/FIRST FLOOR: DOOR # WIDTH: HEIGHT: PAIR 2-'6" 5I-0I' DOOR MAT~L. OOMP./GLAS$ OPERATION: LEFT/RIGHT MARVIN: "ULTIMATE SERIES" CLAD FRENCH IDOORS W/SELF-CLOSERS, CUSTOM RAISED PANEL METAp 2HR DOOR - F.P,S.C. W/ASTRAGAL CUSTOM RAISED PANEL METAL- 2HR DOOR - F.P.B.C. W/ASTRAGAL 12'-a'' 17,.5Ii I METAL2HR, I Rl,ghT I STair ENT. CUSTOM RAISED PANEL METAL 2HR DOOR - F.P,S,C, CUSTOM RAISED PANEL METAL 2HR DOOR ~ F.P.B.O. 'M FREEZER DOOR CUSTOM RAISED PANEL METAL 2HR DOOR - F,P.S,C. W/ASTRAGAl OUBTO,M RAISED PANEL METAL 2HR DOOR ~ F.P.B.C. W/ABTF~AGAL CUBTOiM RAISED PANel METAL 2HR DOOR - F.P.B.C. ® I s,-o'' i71.0'' I METAL 2HR. I LEFT I L DIES EN¥. CUSTOM RAISED PANEL METAL 2HR DOOR - F,P.S.C. CUSTOM RAISED PANEL GARAGE DR. TO MATCH EXIST. SECOND FLOOR: SIM. MARVIN: "ULTIiMATE SERIES" CLAD FRENCH ,DOORS W/SELF-CLOSERS, CUSTOM WOOD RAISED PANEL. ORS W/ RECESS, CLOSERS. CUSTOM WOOD RAISED PANEL, DR. CUSTOM WOOD RAISED PANEL, DR. BATHBM,.A~4~, SO£ OER~USED'IN WA TE~I- S. UP.P.L_ Y SYSTEM CANNOT EXCEED 2/fO ¢E f% LEAD. ;OMPLy V, NTH AL~ CODEs OF CODEs AND C(DND/TIONs OF - SOb7ROLD T(,SWN PL4~!~I~!6 ~OA~O .. ,SOi i;9OL9 TO)WN TRUSTEES SOUTH ELEVATION NOTE: CONTRACTOR SHALL NOTIFY THE ARCHITECT PRIOR TO ANY AND ALL CHANGES TO THE CONSTRUCTION DRAWINGS DUE TO FIELD CONDITIONS, CLIENT REQUESTS, AND OR GENERAL CONTRACTOR REVISIONS. DRAWING LIST A-N A-0 A-1 A-1.1 A-2 A-2.1 A-2.2 A-2.3 A-2.4 A-3 A-4 A-4.1 A~4.2 A-4.3 A-4.4 A-5 A-6 DRAWING NOTES FOUNDATION PLAN FIIRST FIL. CiONSTRUCTION PLAN FIIRST F:L. DECK FRAMING PLAN SECONiD FL. CONSTRUCTION PLAIN SECONID FL. DECK F'RAMING PLAN SECONID FL. CEILING FRAMING PLAN ROOF FRAMING PLAN ROOF PLAN BUILDING SECTIONS SOUTH ELEVATION PLAN NORTH ELEVATION PLAN EAST ELEVATION PILAN WEST ELEVATION PLAN INTERIOR ELEVATIONS PLAN PLUS. RISER DIAG./NAILING SCHED. ENERGY CALCULATIONS PLUMBING FIXTURE LIST: MENIS & LADIES TOILETS: TOILET FIXTURES: COMMERCIAL GRADE BY KOHLER (VERIFY WITH OWNER a, SINKS: THOREAU UiNDERCOUNTER LAVATORY - K-2907-4U OR APP. EQ. b. TOILETS: ,COMMERCIAL WALL HL~NG W/AUTO FLUSH c, URINALS: COMMERCIAL WALL HUNG W/AUTO FLUSH d. TOWEl- DISPENBERB: WALL HUNG AUTO UNITS. SINK FAUCETS: COMMERCIAL AUTO USE UNITS SHOWER TRIM KIT: FORTE ESSENTIALS PERFORMANCE PACKAGE PROVIiDE CUSTOM SHOWER PANS PROV, ALL NECESSARY PLUMBING VENTS SHOWER BODIES BY "KOHLER" PROVtDE TOILET SEATS PROV. ALL NECESSARY PLUMBING VENTS SHOWER BODIES SY "KOHLER" pROVtDE~/U TOILET SEATS VERIFy' FIXTURE LIST WITH OWNER PRIOR TO PURCHASE SHOWER DOORS: REF. TO DWG. A-4.4 SECOND ~LOOR BATHROOM: TO[LET FIXTURES: HIGH QUALITY GRADE BY KOHLER (VERIFY WITH OWNEF TOILET: ClMMARON W/BIDET SEAT OR APP. EQ. SINKS; THOREAU UNDEROOUN%ER LAVATORY - K-2907-4U OR APP. PROV, ALL NECESSARY PLUMBING VENTS SHOWER BODIES BY I'KOHLER" PROVIDE TOILET SEATS I, VERIFy FIXTURe LIST WITH OWNER PRIOR TO PURCHASE '/ PROVIDE CUSTOM SHOWER PANS SHOWER DOORS: REF. TO DWG. A-4.4 (FRAMeLESS GLASB~ FLOOD ZONE,. C01~PLY WITH CHAPTER "46" FLOOD DAMAGE PREVENTION ~JTHOLD TOWN CODE. OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY PLUMBING A~L FLUI~NG WASTE & WATER UNE$ NEED TESTING EIEFORE COVERING ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. APP~OV.F, iD AS NQTEI~/:2,/ NOTIFY BUILDINd U ~ASTMENT AT 765-1802 8AM TO ,iPM FOR THE FOLLOWING rNSPECTIONS' 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMh~G & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLEPE FOR CO. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. CERTIFICATION OF NAILING & CONNECTIONS ~)~L~REQUIRED. RETAIN STORM 'WATE~ RUNOFF PURSUANT TO I;HAP'T.EP, 2.36 OF TRE TOW~i GOD.E, 1 ~.0' w~oge IS STriCTLy pROhIBITED "~¢ LAW. j pwG, NO.: 1~-0'' X 1'-0" - P, CONC. PEDESTAL, 4 - #8 REBAR #3 STIRRUPS @ 12 C.C. ti 2" THK, SLATE TO MATCH EXIST. DESTALS. ~PARGE ALL EXP, FA, I W/CONC. ¢rYP. ALL), 8Ii OMU BLOCK. GRADE 3'-0" x 3'-0" x 1'-6" D, P, CONO. ON UNDISTURBED SOIL 86" MINIMUM I COVER. -- 3'-0" MIN. SECTION: A.1 24'l O,C, (TYP.) 4" P. OONC. SLAB W/E X 6 #10/# 10 W;W,M. (TYPICAL) SLOPE '1-O FLOOR DRAIN. 3 - #8 REBAR (CONTINUOUS) SECTION: A.2 N.T.S, 2" X 8" AC__Q PLA E. ~ SHEATHING (ALIGN W/AS) WATERPROOF ALL SURFACES BELOW GRADE - (TYPICAL) 1/2" EXPANSION SEAL SET ON UNDISTURBED SOIL. (T~PICAL ALL AREAS), PROV. 1,/2" DIA. X 10" g STEEL ANCHOR BOLTS ~FOR SILL PL. OF LIGHT FRAME CONSTRUCTION EMBEDDED INTO CONCRETE @ NO MORE THAN 3'-0" O,C. @ 1'-0" AWAY FROM EACH CORNER (TYPICAL ALL NEW FOUNDATION AREAS) 3'-0" W. X :E-0~' X 1'-8" D. P. OONC, W/3-¢SEA, WAY, (TYPIOALALL) PROV, BEAM POCKET 9" W. x l'-E" H, x $" D. % 12'~ P. CONC, FOUNDATION WALL WITH 2'-0" W* X 1~'0" D. P, CONC. FOOTING ~(CONT. W/WW.M. IN WALL AND FOOT NC. 36" BELOW FIN. GRADE PROV, DBL 2" X 6" SILL PLATE TOP OF FOUNDATION WALL (TYP, PERIME17ER} % WITH TERMITE SHIELD AND ~FIBROUS 37~-4" SEC. "A" PROV. BEAM POCKET 9" W, X 1 '-6" H. x 5'~ D, REFER TO AC/HEATING NOTES ON GENERAL,NOTES SHEET, PAD FOR MECHANICAL EQUIPMENT. 4" P. CONC, SLOPE TAMPED BASE. TOWARDS FLR.DRAIN. 11 ilI 13' SEC."A" BASEMENT ( SEC."B" Ill J/-~ PROV. NEW 400 AMP U,G. I /1/~ ELECTRICAL SERVICE. / Wl 0 X 45 (ABOVE) ~, x,,8 (ABOVE) _ -- ,. - I (ABOVE) III I:11~ III I rll~ .... I,~ , ¥ I I¢ "--%. III ~ III II 21'-10" / I 18'-3" ~ 40' / PBOV- HAUNCH 8~8 / ( SEC"A" GARAGE OPENING , F ................. lI 15'-5" ( SEC."B" BASE - 3/4" x 16~ ANCHOR BOLTS, PROV, 8/8" F.C, GYP. CEILING & WALLS.) (TYRICAL ALL AREAS,) (TYPICAL) (TYPICAL) 5" x 8¢' x ' COL. BASE PLATE. W/4 - 3/4" x 16" ANCHOR BOLTS· DIA. X 18" L, STEEL ANCHOR FOR SILL PL. OF LIGHT FRAME CONSTRUCTION EMBEDDED INTO CONCRETE @ NO MORE THAN 82" C.C. ~ 1-0 AWAY FROM EACH CORNER (TYPICAL ALL NEW FOUNDATION AREAS) PROV. INSULATION, SILL PLATE TOP OF E) AND FIBROUS 43' 12" P. CONC. FOUNDATION WALL FOOTING (CONT.) W/W,W.M. IN WALl- AND FOOTING, 36" BELOW FIN, GRADE (TYPICAL) PROV. WATCH ER PROOFING IN DATION WALl- BELOW FIN, GRADE. INCLUDING PARGED JOINT BETVVEEN FOUND, WALL AND FOOTING FOUNDATION PLAN DEMO. EXIST. AREA FOR NEW STRUCT· STEEL COLUMNS AND BRACING, 'REF, TO STRLJoT. STEEL NOTES. FOR AREAS AFFECTED AND REPAIR EXIST. HOUSE DECK & RAIL TO "LIKE N EVV" CONDITION, (T~PICAL ALL NEW FOUNDATION AREAS) 10'-4" · 3'~--13'-10" VERIFY NEW FOOTINGS IN BRACE TO FDN. WALL, NOTE; O~-RAOTO F~ TO NOTIF~ THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIEI-D CONDITIONS, CLIENT, AND OR GENERAL CONTRACTOR WHICH DIFFER F~OM TH8 CONSTRUCT, DRAWINGS/SPECIFICATIONS, P, CONC, FOOTING. (TYPICAL) OFFICE SET 10.20.08 q't-,Es E DRAWiNGiS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPER~¢ OF THE ARCHITECT. NO [ BY THE ARCHITECT ANY REPROEIUCT[CJN IN PAI'"T J o IIIz < D 0° DWG, NAME: FOUNDATION PLAN >WG. NO.: A-O P CONC. PAD, PROV, DROP LIGHT SOFFIT FOR 2 30 WA~ FLUOR. FIXTURES WITH CORIAN SAND & "EGGCRATE" LIGHT DIFFUSERS, (BOTH TOILETS) PROV CONT, AUTO, EXHAUST IN SO~H MEN'S AND LADLES TOILETS, W/SHUT-OFF OVERRIDE. PROV, 518" LATH WITH 1/2" CEMENT ED, OVER EXPOSED CONCRETE FOUND, WALL, INSTALL TILE ON TOP EDGE AND FRONT FACE. (TYPICAL ALL AREAS) WALK-IN FRIG, S~PEC S, TO' FOLLOW SEC "A" - MEN'S TOILET 12'-0" X 24'-10" RAMP DN, t OVER ~^UPIDh~. , FOUN£ TOP EDGE AND FRONT FACE, (TYPICAL ALL AREAS) LADIES TOILET 12'-0" X 24-'- 1 ( SEC."B"z _ ?-- MODIFY EXIST. FENCE & GATES FOR NBW COLUMN PLACEMENT. DEMO, EXIST. AREA FOR NEW STRUOT, ~ I [:EL COLUMNS AND BRACIr TO STRUCT. STEEL NOTES, FOR AREAS AFFECTED AND REPAIR EXIST, HOUSE DECK & RAIL TO "LIKE NEV¢' CONDITION. (TYPICAL ALL NEW FOUNDATION AREAS) 4" X 4" x I 4" ST, STL.~ LINE OF BUILDING CONNECTOR ABOVE, HGT, IN FIELD. REF TO BLDG, r SECT. FOR CUSTOM RAILING, " - - 1 2'-2" ~I-- 1 5'-5" 37'-4" FREIGHT ELEVATOR: STRADDLE VERTICAL ~LIFT "S" SERIES. 8' W. X S'L, TWO LEVBL~ TRAVEL HEIGHT 18' +/- MAX. WEIGHT LOAD CAPACITY, BY "CUSTOM INDUSTRIAL PRODUCTS" PROV. ALL NECESSARY WIRING FIRE- PROOFING, WALL STIFFENING TO MEET OR EXCEED N.Y,S, CODES, ~ G,ARAGE SEC."A" 21 ,-10. x 28,-10. 5'-6" SEC."B" FIRST FL. PLAN PROV. /2" CEMENT EXPOSED CONCRETE FOUND. WALL, INSTALL TILE ON TOP EDGE AND FRONT FACE. (TYPICAL ALL AREAS) 43' INOTE: C--~-RACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT, AND OR QENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT DRAWINGS/SPECIFICATIONE OFFICE SET 10,20.08 SCALE: DWG. NAME: FIRST FLOOR CONSTRUCTION PLaN DWG, NO.: A-1 PROV, COl ALL PER!METER AREAS). PROV. DBL, 2" X 6" ACC, SILL PLATE. INSULATION o 0 ¢, ", 13' ~" I 10' = 26' 'I 111'31' '4" · x~ xo x? r ~:; ~.~ ~.~ I I ~ / "! /' / ° ~' / " Lw~o x 45 tw~o x 4s Lw~o x 4s f' r ~ / ~ ~ Lw'~o x'~ '1 / /~j , ~ //i , ~ / / ~ ~ 49' ~6/¢-6 WWM OVER I 5ELING 20 GAUGE METAL DECK - iALV. FIN. (SLOPE 1/8" / 1 '-0" TO OPENING), (SEC."A" ( SEC."B" 'FIRST FL. DECK FRAMING PLAN THIS DRAWING IS FOR REFERENCE ONLY ONLY & IS NOT INTENDED TO BE SCALED, OF ANY AND ALL REVISIONS DUE TO FIELD J J CONDITIQNS, CLIENT, AND QR GENERAL / STUD WALL SET DIRECTLY ON STEEL SEAM SO FRAMING CAN ~ J BE COMPLETE BEFORE CONO. DECK IS POURED, PROVIDE 5~' P. CONC· SLAB W/ 6 X 6 ¢6/¢6 WV~M OVER I 1/2" % WHEEL NG 20 GAUGE METAL DECK - G60 GALV, F N SH, · ~ Wl0 X 1~. SECTION: A,1 BOARD BOTH SIDES. (TYP· BOTH I TOILET/GARAGE WALLS, 3 - E" X 8" PLATE W/8/8" M.B. (~ 16" O C, STAGGERED SIDE-SIDE· ~_~~. ¢ 11 7/8" WI WEB STIFFENER SIMPSON "TECO~' JOIST HANGER, OFF CE SET 10.20.08 ' IOFI WHpLE iS STRICTLY PROHiBITeD By L~w. ~ <0 NAME: 1 ST. FLOOR DECK FRAMING & CONC. SLAB PLAN DWi. A-1 .1 RIP 2" X 12" ACG~, F.J, c'~ 1/8" PER 1' SLOPE W/ 3/4" ACQ, PLY. PROV, "EPDM" RUBBER ROOFING AND FLASHING Up WALL, PROV, 3/4" X 4" A,C,Q, SEEEPERS, NOTE: 1 0'-'1 BATH 15 1 0"-1" CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT, DRAWINGS/gPECIRCATIONS DECK BEDROOM ( SEC."A" STUDY 12'-7' X 13'-0' ( SEC."B" . -:'" CEMENT BD, OVER TO INBTALL OWNER PROV. RUBBER FLOOR TILES, (TYp, ALL WORK-OUT AREA) GYM AREA DEMO, EXIST AREA FOR NEW STRUOT. STEEL COLUMNS AND BRACING. REF. TO STRUOT. STEEL NOTES. FOR AFFECTED AND REPAIR EXIST, HOUSE DECK & RAIL TO "LIKE NEW" CONDITION, (TYPICAL ALL NEW FOUNDATION AREAS) ~ 1" STUDY // ~'-- ::1 '~',E,, 16'-3" 1 4'- ,, '1 6'-5 (EXISTING) / SD THROUGHOUT (TYP, ALL WORK-OUT AREA) DJ 1 5'-3 LIVING RM. 14'-0" X 15~-0" ( SEC.i,A.I 7'-6" 15'-3" SECOND FL. PLAN ( SEC."B" OFFICE SET 10.20.08 CONSTRUCTION PLAN DWG. NO.: A-2 DECK BEDROOM STUDY ( SEC."S" SECOND FL. PLAN SEC."S" I STUDY OFFICE SET 10,20.08 HALL M, BEDROOM STUDY BEDROOM CO SECOND FLOOR PLAN C~RACTO R TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO F ELD CONDITIONS, CLIENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT, DRAWINGS/SPECIFICATIONS, [ OFFJ.C20E. 08SETI Z >' < LIJ ©° DWG, NAME: SECOND FLOOR CONSTRUCTION P~N A-2L PROV, CONTINUOUS 1 EXCEPT AREAS OF OPENINGS, (TYP, ALL PERIMETER AREAS), PROV, DSL, 2" X 6" ACC. SILL PLATE, WITH TERMITE SHIELD FIBROUS INSULATION SEC.'W' SEC."B" 49' '~'0/#6 WWM OVER1 1/2" WHEELING ( SEC "A" ( SEC,I'IBi' 20 GAUGE METAL DECK- G60 GALV, ' FIN. (SLOPE 1/8" / 1'-0" TO OPENING). FIRST FL. DECK FRAMING PLAN THIS DRAWING IS F~OR REFERENCE ONLY ONLY & IS NOT INTENDED TO BE SCALED, I NOTE: ] O~P, AOTO I~ TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD OONDrTIONS, CLIENT, AND OR GENERAL CONTRACTOR WELCH DIFFER FROM THE CONSTRUCT, DRAWINGS/SPECIFICATION8 STUD WALL SET DIRECTLY ON ~ I 2ii x ~I[ STUD WALL - 5/8'I F.C. gYP. STEEL BEAM SO FRAMING CAN BOARD BOTH S DES (T~P. BOTH BE COMPLETE BEFORE CONC. [ DECK IS POURED, ~ [ I ~ ~,.~ I TOI~iET/~ARAG E WALLS. ' ' 1 1 7/8" WI JOIST HANGER. Wl0 X 4.5 - PACK-OUT WEB / PROVIDE 3/8" M,B, ~ 16" C.C. SECTION: A. 1 I STAGGER TOP- BOqq'OM. OFFICE SET 10,20.08 >- SCALE, 1/4"= 1 '0" 2ND. FL. DECK FRAMING P~N A-2-1 SECOND FLR. WALLS SELOW. , SEC."A" PER 1~ ROOFING AND FLASHING UP WALL. PROV. 3/4" X 4" A.C.Q. SLEEPERS. NOTE', DO NOT NAIL SLEEPERS TO EPDM PROV, S/4" X 6" W. IPE DECK W/FLASH COPRER SCUPPERS. ( SEC ."A" 2" X 10" R,R TAPEFH~E II II 2" X 10" 16" O.'C. 119 CEILING FRAMING PLAN ITHIS DRAWINQ IS FOR REFERENCE ONLY ONLY & IS NOT INTENDED TO BE SCALED. ( SEC."B" II II S E,C."A" ~ 2" X 10r' R.R... ~@ ~e"o,c, ( SEC."B" NOTE: · INDICATES BEARING POINT LOAD THIS LOAD MUST BE TRANSFERED W/ADEQUATE VERTICAL BRACING, ~RACTOR TO NOTIFY THE ARCHITECT lOF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT. DRAWINGS/SPECIFICATIONS, STU DY 14L0~' X 14'-0" (EXISTING) OFFICE SET I O.20.O8 LLI SCALE: 1/4" = 1 '0" BWG. NAME: CEILING FRAMING PLAN DWG, NO,: A-2 2 NOTE: CONTP'ACTOR TO NOTIFY TH E ARCHITECT EiTi]I~ OF ANY AND ALL REVISIONS DUE TO FIELD CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT. DRAWINGS/SPECIFICATIONS, ~PROV. 1 -134"Xll 78~'LVL PROV CONT, CUT 2"X 10" SU,B . SEC."A" PROV, 2 - I 3/4" X 117/8" LVL /SEC,"B" /~ ~ III Z ~ ~~ ~ ~1H¢1~11 II I~/I ~- ~ ~o / ~ ~ X ~: ling IL [I lip ~ ~ II lll IB~ll II ~ II ~ ~ ~ ~ ___ , xx , ¢-- ~/ -~6,,oc -~1~,o0 -, -- ~ ~ %~ % ~ , ~ II II I II I1~ I ~ ~~ F-~16"O.C. -~16"O,0,' :I~ II, I ~1 // 0 D PROVOONT, OUT 2" X10" SUBFAsClA~P,ALL AREAS),/ I ~ ~ ~-- : ~: T = H II I I II II II I1~ ......i~FASOIA~P, ALLAR~S), [ / --~111 ~I~2%"' / I III I II III Ill II II II II /l%~~l ~l ~1 PROV 2-13/4"X 14" LVL HIP ( " " '"" ~' M' ~PICAL) ( SEC..A, R,pG~ BEAM ~PICAL) SEC. B ', /~~ I FRAMING ? SEC."A" PROV, ROOF KRICKET ~ ROOF CONVERGENCE. PROVIDE E.P.D.M. UNDERLAYMENT ONDER ASPHALT ROOF. PROVIDE ALL NECESSARY FL~EHING AS REQUIRED, NOTE: C~RACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD CO~IEi~T, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT, DRAWINGS/SPECIFICATIONS, SEC."A" PROV. ROOF KRICKET ~ ROOF CONVERGENCE. PROVIDE E,P,D.M, UNDERLAYMENT UNDER ASPHALT ( SEC."B" ROOF, PROVIDE ALL NECESSARY FLASHING AS REQUIRED, SECOND FLR, WALLS BELOW. SEC."A" ? ROOF SHINGLES (TYP. ALL AREAS) OVER 15 LB, FELT, (COLOR T,S,D,) PROV, ~VEATHERWATCH" UNDER- LAYMENT ALONG ENTIRE BOTTOM EDGE OF ROOF UP 2~-0'' (T~PICAL) ALL ROOF SECTIONS), ROOF SHINGLES (TYP. ALL AREAS) OVER 15 LB, FELT, (COLOR T,B.D, PROV. "WEATHERWATOH UNDER- LAYMENT ALONG ENTIRE BOTFOM EDGE OF ROOF UP 2'-0" (TYPICAL) ALL ROOF SECTIONS). STU DY 14'-0" X 14~-0" !1 ( SEC."A" ( SEC."B" ROOF PLAN THIS DRAWINIG IS FOR REFERENCE ONLY ONLY & IS NOT INTENDED TO SE SCALED, NOTE: · INDICATES BEARING POINT LOAD THIS LOAD MUST BE TRANSFERED W/ADEQUATE VERTICAL BRACING, ELI SCALE: 1/4" ---- 1 '0" DWG. NAME: ROOF PLAN NO,: A-2 4 S~MPSON HL35 ANGLE BRACKET DBL. MICROLL~M CORNERCONNECTION ~ (EXAMPLE) --T_OP OF RIDGE (V,I,F,) 27'-3" 'DP OF A~IC FL. __ _/.,,7-TOP OF UPPER WINDOW PROM. "TYVEK DRAIN WRAP" tTYP, ALL), PROM, CONT 2" X 10~ BOLTED HEADER J 6" WHIFFE ALUMINUM GU~irER AND LEADERS. 13' 11'-1" __ _~TOP OF LOWER WINDOW PROM. OONT, 'rAZEK" BEAD BOARD SOFFIT W/SCREENED 1" 'V CCYPIOAL ALL AREAS) PROM, 18'" W."ROUND" FIBERGLAS STONE BASE & SILL TO MATCH ~ISTING HOUSE COLUMNS ~P. ALL COLUMNS) PROM, 5/~' DIA, X 18" L STEEL ANCHOR BOLTS FOR SILL PL. OF LIGHT FRAME CONSTRUCTION EMBEDDED INTO CONCRETE @ NO MORE THAN 32" C.C. ~ 1 '-0" AWAy FROM EACH CORNER CFY'PICAL ALL NEW FOUNDATION AREAS) F FIRST FL, SLAB GIRDERS +/- FIN. ( iRADE (TYP. ALL) 12" P. 2'-0" W. X 1~-0'' D. P. CONI (CONT,) W/W.W.M. IN WALL & FOOTINGS, (TYp, - REF DET. A,2, DWG. A,0) TOP OF ~SEMENT S~B SET ON WP. ' REF BET A.2, DWG, A.0) CLIP ANGLE (BOTH SIDES OF CONNECTION} MIN. LENGTH = JOIST 1/2" 8, SCREWS (4 PER LEG JOIST TO HEADER JOIST (EXAMPLE) RIDGE ~NT-SAG LSTI22 OR STRAP 4 (16) 10d X I 1/2 FASTENER ~IREB FOR 16" JOIST DEPTH OR MEMBERS WITH SLOPE OF 7/12 OR GREATER), PROM. DEL, 2" X 6" ACC SILL p~TE (~P.) 10" P. COHO. FOUNDATION WALL. PROM. MIN. B" FDN. EXPOSURE ABOVE FIN, GRADE (TYP, ALL AREAS) PROM. WATER BARRIER BE~NEEN FOUNDATION WALL & ACC. RIM JOl~ I. PROM. 2 CONTINUOUS ¢ 4 RE-BAR. ~YP. ALL AR~S) CONNECTION OF RiIGDE BEAM TO ROOF RAFTER (EXAMPLE) FOUNDATION DETAIL P~TETO FOUNDATION ~A-5J (~MPLE) PROM. 5/8" ACQ. PLY. SHEATHING /~PICAL ALL ROOF PROV. CONT. "COBRA RIDGEVENT WALLS & CEILINGS ~P. ALL AREAS) WATER BARRIER BET. FDN, WALL & GIRDER. SLOPE TO FI PROVIDE COMMERCIAL G~DE 2' X 2' REGRESS,SANITARY ~Y-IN PROV 3 (~(P* ALL GAR, FLOORS) PROVIDE 5" P.CONC 8 X 6 20 GAUGE METAL DECK - CT0 CALM. FIN. (SLOPE 1/3~' / 1 ~-0" TO OPENING). PROM. 1 USG "DEN-SHIELD" OR APP. EQ. (TYP, FOR BOTH MEN'S & LADLES TOILETS) 37'-4" BUILDING SECTION "A" ROOF SHEATING TO TRUSS TOP PLATE. 2" X B" BLOCKING 2" X 4" TOP PLATE DOUBLE TOP PLATE METAL HURRICANE CONNECTOR WALL SHEATING CONNECTION OF TOP WALL P~TE TO WALL STUD, -- 2I' X 10" RAFTER RAFTER BRACING MTS12 STRAP WITH (7) 10d X 1 1/2 ,FASTENER TO STUD AND RA~ER. BIRDSMOUTH CUT -LOW END OF JOIST ONLY (E~MPLE) I SCREW THROUGH BRACE AT ~CH FLANGE 0.75" X 33 MIL STUD WALL BHEATHIN( (3) 2"X 10" WINDOW HEADER JACI STUDS CONNECTION OF WALL HEADER OF A~ AND ALL R~ISION S DUE TO FIELD CO~IENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT, D~WINGS/SPECIFICATIONS. X- BRACING (E~M PLE) CONNECTION OF WALL SHEATHING ~DS~ TO WINDOW HEADER (EXAMPLE) ASPHALT OVER 15 LB. FELT, (COLOR T.B.D.) pROV, "WEATHERWATCH~ UNDER- LAYMENT ALONG ENTIRE BOSOM EDGE OF ROOF UP 2~-0" ~PICAL) ALL ROOF SECTIONS). PROM. CONT. 2" X 10" BOLTED HEADER IPS), PROM. PLY. SHEATHING F AREAS), ALL AREAS) PATCH HOLES & PAINT W/' COATS OF "AZEK~'COMP. PAINT, (TYPICAL ALL AREAS) PROM, 4" BEVEL CEDAR SIDING TO MATCH EXIST. THREE COATS OF CABOT SEME-SOUD STAIN. PROM. ~ . G PLYVVOOD PROV. 3/4" X 3" W. "SELECT" WOOD FLOORING AT AREAS NOTED ON PLAN. PROM, ALLOWANCE FOR BOOKCASE CHERRY FIN. cr~P.) DR. 2 - LOCATIONS. & CEll (" BEAD BOARD SOFFIT W (~PICAL ALL AR~S) PROV. 18" W."ROUND" FIBERGLAS STRUCTURAL COLUMNS. PROM. STONE BASE & SILL TO MATCH BISTING HOUSE COLUMNS. WP. ALL COLUMNS) R - 21 HIGH D'ENSI~ FOIL FACE PROM. WATER BARRIER BETWEEN ~P. ALL) (CONT.) W/W.W.M. IN WALL & FOOTINGS. ~P. - REF DET. A.2, DWG A,0) SET CHI UNDISTURBED SOIL. CCYP, - REF DET. A.2, DWG, A,0) FREIGHT ELEVATOR: E T~/O LEVEL TRAVEL HEIGHT 18~ +/- 37"-4" PROM. P. CONC. PIT FOR E,LEV. DEPTH AS REQUIRED. BUILDING SECTION "B" WALLS Cr,,,,p0 PROM. THROUGH-OUT USG ~'DBN-SHIELD" OR APP. LQ. (TYP. FOR BOTH MEN'S & LADIES TOILETS) ~ 1/2" CONC. BD. ~P. ALL GAR. FLOORS) t 4" P. CONC. SLAB W/6 X 6 SLOPE TO FLOOR DRAIN. PROM. ALLOWANCE CHERRY FIN. PROM. 5 P '~AZEK" WINDOW PAINT W/~O OF "~EK"COMP. PAINT. ~PICAL ALL AREAS) PROM. 2 1/2" DIA. POWDERED COATED ALUM. RAILING TO MATCH EXIST. ~PICAL) B~EL CEDAR SIDING TO MATCH ~IST. THREE COATS OF CABOT SEMI-SOLID STAIN. PROVIDE COMMERCIAL GRADE SPENDED CLG. 2' X 2' REGRESS.SANITARY LAY-IN TILE BY "ARMSTRONG" OR APP. EQ, PROM. 1/2" ACC. PLY. SHEATH. ~PICAL ALL PERIMETERS) R - 21 HIGH DENSI~ FOIL FACE INSULATION, WP. ALL AREAS) PROV. "~EK DRAIN WRAP" ALL EXT. ENVELOPE) PROV. DBL. 2" X 8" ACC. SILL PLATE, TOP OF FIRST FL.~ PROM. ~ , BTL, ANCIHOR CONSTRUCTION EMBEDDED INTO CONC, @ NO MORE THAN 32" O,C, 12" P. OONC. RDN. WALL W/ CONT.) W/W.W.M. IN WALL & FOOT NGS. 2'-0" W. X 1'-0" D. P ~G. SET ON UNDISTURBED SOIL, CF'CP. - REF DET, A.2, DWG, A,0) STUD ND JOIST NOTE: REFER TO DWG. A-5 FOR ADD'L. CONNECTION DETAILS. (3) 2"X 10" WIN DOW HEADER CONNECTION OF WINDOW EXTERIOR WALL SIMPSON LSTA18' BT~P WITH (12) 10d FASTENER. CONNECTION OF WALL SHEATHING ,~D8'~ TO STUDS AROUND WINDOW HEADER (EXAMPLE) ~NO- MEMBER FLOOR SUPPORT BEAM CONNECTION OF FLOOR FRAMING TO SUPPORT BEAM. SIMPSON LTS12 STRAP WITH 12) 10d X 1 1/2" FASTENER INTO FLOOR JO STAND SUPPORT BEAM CONNECTION OF FLOOR FRAMING TO SUPPORT BEAM, ~A-5 (E~MPLE) OFFICE SET 1 10.20.08 0° SCALE: 1/4"= 1 '0" BWG. NAME: BUILDING SECTION DWG, NO,: PROM. CONC~TAPERED CAP & FIN. FLUE CAPS. FLASH AS REQUIRED, PROM. FORMED CONC. TOP. z.~TOP OF RIDGE ,(V. LF.) 27'-3" ~,~TOP OF UPPER WINDOW T 6" WHITE ALUMINUM 8' I ABOVE W/BLACK PAINT. 1' ~ 13' PROM. 18" W."ROUND" FIBERGLAS STRUCTURAL COLUMNS. PROM, STONE BASE & SILL TO MATCH EXISTING HOUSE COLUMNS. (TYP. ALL COLUMNS) 11'-1" 5 FIN. GRADE GRADE AWAY >- <0 m r~ T D 0° __._ __. ~ · SCALE, 1/4" = 1 '0" BWG. NAME: SOUTH ELEVATION DWG. NO.: A-4 OFFICE SET 10.20.08 PROV. CULTURED STONE PROM. ROOF KRIOK~I' PROM, ALL NECESSARY FLASHING PROM, CONT, "COBRA" RIDGE VENT (TYPICAL ALL RIDGE AND HIPS), PROM. "LIFETIME" "GAF" ASPHALT ROOF SHINGLES (TYP. ALL AREAS) OVER 15 LB, FELT, (COLOR T,B.D.) PROM, "~VEATHERWATCH" UNDER- LAYMENT ALONG ENTIRE BOTI-OM EDGE OF ROOF UP 2'-0" (TYPICAL) ALL ROOF SECTIONS), PROM 4" BEVELCEDAR SIDING TO MATCH EXIST, THREE COATS OF CABOT SEMI-SOLID STAIN. / CONCRETE CEMENT, (TYPICAL ALL EXPOSED AREAS) MIN 8" EXPOSEURE 49' 14'-8" 10'- 11" 43'- 10'-4" SOUTH ELEVATION , , ' ' 8" MIN. 10'-4" 10'-11". 43' PROV. CONT. "COSRA~r RIDGE VENT ¢fYPICAL ALL RIDGE AND HIPS). PROV. "LIFETIME" "GAF" ASPHALT ROOF SHINGLES ¢YP, ALL AREAS) OVER 15 LB. FELT. COLOR T.B.D.) PROV. 'WF-ATHERWATClH" UNDER- LAYMENT ALONG ENTIRE BOSOM EDGE OF ROOF UP 2L0" ¢FYPICAL) ALL ROOF SECTIONS). ii ii 1 4'-8"- ! CONCRETE CEMENt, MIN. 8" EXPOSEURE 8" MIN.. F NORTH ELEVATION INOTE:O~-R A O T O R TO, NOTIFY THE ARC HITECT OF ANY AND ALL REVISIONS DUE TO FIEED CONDITIONS, OLIENT~ AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE TOP OF RIDGE (V.I.F) _~ DF ATTIC TOP OF UPPER V* 1 0II PROV, 2 1/2" DIA, POWDERED COATED ALUM, RAILING TO MATCH EXIST, CfYPICAL) TOP OF LOWER WlNDOW~ 27'-3," 11'-1" FIN, GRADE TOP OF FIRST Fb OFFICE SET 1 10.20.08 ~ q q q SCALE: 1/4" = 1 '0" DWG. NAME: ELEVATION 2 1 Or' OF ATI'IO FL, TOP OF UPPER WINDOW PROV. CONT ' 11'-1" 10'-6 TOP OF LOWER WINDOW PROV. 18'~ WJ~ROUND" STRUCTURAL COLUMNS, PROV, STONE BASE & SILL TO MATCH EXIS"ClNG HOUSE COLUMNS, (TYP, ALL COLUMNS) FIN, GRADE ~-TOP OF FIRST FL. SL~B P.~RGE / CONCRETE CEMENT, AREAS), MIN. 8" EXPOSEURE 37'-4" I,I l/ LU ELI Ld EAST ELEVATION I OFFI,CE SET 10.20.08 1/4"= 1 '0" EAST ELEVATION DWG. NO,: A-4.2 7 ' X 10" ACQ. F 1' SLOPE W/ ROOFING AND FLASHING UP WALL, PROV, 3/4" X 4" A.O.Q SLEEPERS. NOTE: DO NOT NAIL SLEEPERS TO EPDM PROV. 5/4" X 6" W, IPE DECK. W/FLASH COPPER SCUPPERS, RIDGE AND HIPS), {TYP. ALL AREAS) OVER t5 LB. FELT, (COLOR T.B.D.) PROV, "~VEATHERWATCH" UNDER- LAYMENT ALONG ENTIRE BO~I'OM EDGE OF ROOF UP E"-O" (TYPICAL) ALL ROOF SECTIONS). GRADE ~RADE GRADE AWAY rL WEST ELEVATION )NCRETE: GEMENT. (TYPICAL ALL EXPOSEp iAREAS). MIN. 8" EXPOSEURE I ,i ; CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD CO--lENT, AND OR GIENERAL CONTRACTOR WHICH DIFFER FROM THE TOP OF RIDGE (V.I.F.) ~%_ TOP OF UPPER TOP OF LOWER WINDOW 27'-3" 13' 1 1'-1" TOP OF FIRST FL. 5 D SCALE: 1/4": 1 '0" BUILDING ELEVATION A-4.3 pROV. ALL,OWANCE: BATH RM, TOILET (KOHLER), VANITIES, JACUZZI, FRAMELESS GLADS SHOWER, FAUCETS (KOHLER) AND BATHROOM ACCESSORIES, PROV. WE), FRAME MIRROR, PROV. CONT,, DECORATIVE CERAMIC CHAIR RAIL TOP BORDER, PROV. ALLOW, FOR M,I[LLWORK WOOD BOOKCASES. REF, TO CONT,, DECORATIVE CERAMIC CHAIR RAIL TOP BORDER, PROV. COMMERCIAL GRADE 2' X 2' ACC 2' X E' REGRESS,SANITARY LAY-IN TILE BY "ARMSTRONG" OR APP, LQ, PROV, $/8" LATH WITH l/E" CEMENT ED. OVER EXPOSED CONCRETE FOUND. WALL. INSTALL TILE ON TOP EDGE AND FRONT FACE, BATH LIVING RM. ELEVATION/SECT. "G" LADIES TOILET 6'-1 ELEVATION/SECT. "H" MEN'S TOILET ELEVATION/SECT. "C" BEDROOM STUDY WORK-OUT AREA WORK-OUT AREA 1/2" "DENSHIELD" WATER-PROOF GYP. BO. THROUGHOUT CCCP. ALL WORK-OUT AREA) ELEVATION/SECT, "D" ELEVATION/SECT. "E" BATH PROV. 6" X 12" CERAMIC WALL & & NON-SLIP FLOOR TILE. PROV. CONT, DECORATIVE CERAMIC CHAIR RAIL TOP BORDER, BATH ELEVATION/SECT. "F" BATH ELEVATION/SECT. "F-1" PROV, COMMERCIAL GRADE 2' X 2' CLG. 2' X 2' REGRESS,SANITARY LAY-IN TILE BY "ARMSTRONG" OR APP. PROV. 12" X 12" CONT. DECORATIVE CERAMIC CHAIR RAIL TOP BORDER, PROV. 5/8" LATH WITH 1/2" CEMENT ED. OVER EXPOSED CONCRETE FOUND, WALL, INSTALL TILE ON TOP EDGE AND FRONT FACE. E LEVATI O N/S ECT. "G- 1" LADLES TOILET PROV. DROP LIGHT SOFFIT FOR 2 30 WA'lq" FLUOR, LIGHT FIXTURES WITH CORIAN BAND & "EGGCRATE' LIGHT DIFFUSERS, RROR AUTO, HAND HUNG VANI' MODESTY PANEL W/r~ MOLDED~IN UNDER-COUNTER. SINKS, PROV, KOHLER OR APP, AUTOMATIC FAUCETS OR APR, LQ. BY COMTEO INDUSTRIES OR APP. EG, PROV, OPTIONAL SEAT IN BOTH SHOWERS. ELEVATION/SECT. "G-2" LADIES TOILET T 6'-1 0" PROV. I DE 2' X 2' ACOUSTICAL SUSPENDED CLG, 2' X 2' REGRESS,SANITARY LAY-IN TILE BY "ARMSTRONG" OR APP, LQ, PROV. 12" X & & CONT. DECORATIVE CERAMIC CHAIR RAIL TOP BORDER, FOUND, WALL, INSTALL TILE ON TOP EDGE AND FRONT FACE, ELEVATION/SECT. "H-1 l, MEN'S TOILET WITH CORIAN LAND & "EGGCRATE" LIGHT DIFFUSERS, 1ELESS M PROV, COMMERCIAL GRADE 2' X 2' ~AOO~STICAL SUSPENDED CLG, 2 X 2 REGRESS.SANITARY LAY-IN TILE BY "ARMSTRONG" OR ApP. LQ. PROV. 2 AUTO. HAND DRYERS By BROAN OR APP. EQUAL, PROV. WALL HUN FRONT MODESTYPAN LW/3 MOLDED-IN UNDER-COUN~EE[R. SINKS. PROV. KOHLER OR APP. AUTOMATIC FAUCETS OR APP. LQ. PBOV, ALL TOILET PARTITIONS AS NOTED ON DWG, A-1 , INDUSTRIES OR APP. LQ, PROV, OPTIONAL BEAT IN BQTH SHOWERS. ELEVATION/SECT. "H-2" MEN'S TOILET 6'-1 0" OFFICE SET 10.20.08 W SCALE: 1/4" = 1 '0" DWG. NAME: INTERIOR ELEVATIONS PLAN DWG. NO.: A-4.4 GENERAL NOTES I FAMILY DETACHED DWELLING ZONE 11B HEATING DAYS = 6756 COINCIDENT WET-BULB TEMP. = SUMMER DESIGN DRY-BULB TEMP.= 83 WINTER DESIGN DRY-BULB TEMP. = 6 GLAZING "U" FACTOR = 0.45 CEILING "R" VALUE = 0.46 EXTERIOR WALL R VALUE = 0,45 FLOOR "R" VALUE = 0.4~ TOTAL EXTERIOR WALL SQ.PT, = 5.543 SQ.FT. TOTAL WINDOW 8Q.FT. .= 607 SQ.FT. TOTAL DOOR GLASS AREA = 300 SQ.FT. FENESTRATION AREA = 907 / 6~548 X 100 = 16.4 WVVR TOTAL SQ,FT. AREA = 4~946 SQ.FT. MINIMUM EQUIPMENT PERFORMANCE EQUIPMENT CATEGORY EQUIPMENT CATEGORY MINIMUM PERFORMANCE OIL-FIRED STEAM AND DOE 10 CFR PART 430 HOT WATER BOILERS SUBpART B, APPENDIX N. AFUE 80% < 300,000 BTU/H. GENERAL FLOOR PI AN NOTES 1. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALE DRAWINGS (DO NOT SCALE DRAWINGS). 2. ALL INTERIOR WALLS TO BE COVERED WITH 1/2~' GYPSUM BOARD WITH METAL CORNER REINFORCING. TAPE, FLOAT, AND SAND (3-COATS). 3. WALLS COMMON TO GARAGE AND HOUSE TO HAVE A LAYER OF 5/5", FIRE RATED GYPSUM BOARD AT GARAGE SIDE WITH 5'-0'~ RETURN ON ADJACENT WALLS & CEILING. MANUFACTURED LUMBER REG. 2 LAYERS OF 5/6" FIRE RATED GYPSUM BOARD 4. ALL BATH/TOILET AREA WALLS AND CLG, ADJ. TO WET AREAS TO HAVE WATER RESISTANT GYP. SD., OR WALL TILE SET ON OONC. ED. OR APp. EQ. GENERAL FRAMING NOTES 1. ALL WALLS, 2"X4" AND 2"X6", TO BE STUD GRADE OF BETTER 16" C.C., ALL OTHER FRAMING MATERIAL TO BE #2 DOUGLAS FIR OR BE%FEB, E ALL WOOD FRAMING IN CONTRACT WITH CONCRETE OR MASONRY TO BE PRESSURE TREATED. 3. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL WALLS PARALLEL TO FLR, JOIST SPAN DIRECTION UNLESS OTHERWISE SPECIFIEB. 4. PROVIDE X-BRACING OR SOLID BLOCKING AT A MAXIMUM OF 8'-0" Q.C FOR ALL DIMENSIONAL LUMBER FLOOR JOISTS. 5, FLOOR CONSTRUCT[ON~ 3/4" T, & G. PLYWOOD SUBFLOOR. FINISHEB MATERIAL TO BE APPLIED OVER SUBFLOOR. GLUE AND SCREW PLYWOOD TO FLOOD JOISTS. S. ALL WINDOW AND DR, HDRS. TO BE MIN. (2) 2"Xl 0" UNLEBS OTHERWISE SPECIFIED. ALL INT. HERS. TO BE (2) 2"X10" UNLESS OTHERWISE SPECIFIED. 7. PROVIDE FULL SOLID BLOCKING UNDER ALL BEARING WALLS, GENERAL ELEVATION NOTES 1. EXT. FLASHING TO BE CORRECTLY INSTALLED AT ALL CONNECTIONS BETWEEN ROOFS, WALLS, CHIMNEYS. PROJECTIONS, AND PENETRATIONS AS REQUIRED BY APPROVED CONSTRUCTION PRACTICES. 2. GENERAL CONTRACTOR TO PROVIDE ADEQUATE A~FIC VENTILATION & IOOF VENTS, 3. PROVIDE APPROPRIATE SOFFIT VE~NTILATION AT OVERHANGS. GENERAL pLUMBI,NG NOTES 1 . PLUMBING SUBCONTRACTOR TO BE RESPONSIBLE FOR COMPLIANCE W/ ALL APPLICABLE CODE AND SAFETY REQUIREMENTS. -L IF WALL PLATES OR JOISTS ARE OUT DURING THE INSTALLATION OF PLUMBING FIXTURES OR EQUIPMENT, PROVIDE BRACING TO THE FRAMING PER ALL APPLICABLE CODES. GENERAL HVAC SYSTEM NOTES 1 , MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODES AND SAFETY REQUIREMENTS, J~. NVAC SUBCONTRACTOR TO FULLY COORDINATE ALL SYSTEM DATA AND REQUIREMENTS WITH THE EQUIPMENT SUPPLIER, 3. HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING & SUBMIT IT TO GENERAL CONTRACTOR. OWNER, AND EQUIPMENT UPPLIER FOR FINAL REVIEW.AND APPROVAL· --MERGENCY ESCAPE/RESCUE OPENINGS SECT· R310 1. MINIMUM OF ONE EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED IN EVERY SLEEPING ROOM. 2. OPENING SILL HEIGHT TO BE A MNIMUM OF 44 INCHES ABOVE FLOOR, 3. NET CLEAR OPENING SIZE TO BE A MINUMUM OF 5.7 SQUARE FEET, 4. MINIMUM OF 5.0 SQ. ,FT. REQUIRED FOR GRADE FLOOR OPENINGS. S. MIN. NE~ CLEAR OPBNING SILL HT. LOCATED BELOW ADJ GROUND ELEV. WINDOW WELL Ft,EQ. ALLOW FOR DR OR WINDOW TO BE FULLY OPENED. 6. MIN. OF 6 SQUARE FEET IN HORIZONTAL DIMENSION, MIN. WIDTH OF 316" (ENCROACHMENT OF 5 INCHES PERMI%FED FOR LADDER OR STEPS). 7. PERMANENT COMPLYING LADDER OR STEPS WHERE VERTICAL DEPTH EXCEEDS 44 INCHES. 8. BULKHEAD ENCLOSURES WITH DIRECT EXTERIOR ACCESS PERMI~FED IF IN COMPLIANQEWITH MINIMUM NET CLEAR OPENING REQUIREMENZS. 8, BARS, GRILLES, COVERS AND SCREENS PROHIBITED UNLESS DEVICES ARE RELEASABLE OR REMOVEAB&E FROM INSIDE WITHOUT USE OF KEY, TOOL OR EXCESSIVE FORCE. PERSPECTIVE BUILDING ENVELOPE REQUIREMENTS (VVINDOW AREA 30% OF GROSS EXTERIOR WALE AREA) MAXIMUM ~4AXlMUM 4EATING ° DAYS GLAZING CEILING EXTERIOR WALL FLOOR BASEMENT WALE SLAB PERIMETER CRAWL SPACE U-FACTOF R-VALUE R-VALUE R-VALUE R-VALUE R-VALU~E & DEPTH WALL R-VALUE 0.45 R-38 R-21 R-30 R-10 R-9,2 FT R-38 5750 CLIMATE-SPECIFIC REQUIRED & PROPOSED PROPOSED MINIMUM NOTES: DESCRIPTION R-VALUE R-VALUE 8" P.CONC. FNDN, WALL ON TOP OF WALL TYPE I 10" P.CONC. 9' H. R - 10 R - 10 A CONT. FOOTING. WALL TYPE 2 2"X5, W,D.STUD R-21 R-21 2,, X 6,, WOOD STUD WALL WITH 1/2 ODX PLY WD. WALL TYPE 3 2"X4" W,D.STUD R - 15 R - 15 2" X 4" WOOD STUD WALL WITH 1/2" GYP. BD. ROOF TYPE 2" X 12" DOUG FIR B - 38 R - 38 DAF TIMBERLINE LIFETIME ROOF SHINGLE. FLOOR TYPE 3/4" X 11 7/8" R - 21 R - 21 3/4" X 11 7/8" TGI PRO. 560 F.J. (~ 16" O.C. CEILING TYPE 3/4" X 11 7/8" R- 21 N/R 3/4" X 11 7/5" TGI PRO, 550 F.J. @ 16" O.C, 4" P.CONO.SLAB ON COMP. FILL SLAB 4" P.CONC. R - 9,2 R - 9,2 W/~V.W.M, 6 X 6 REINF. NAILING SCHEDULE PRESCRIPTIVE DESIGN TABLE 3,1 (AMERICAN FOREST & PAPER ASSOCIATION CONNECTION FASTENING ~ 8PACING NO. COMMON RAFTER TO TOP PLATE (TOE-NAILED)~16" O.C, 3 Sd ~ER RAFTER 2 CEILING JOIET TO TOP PLATE (TOE-NAILED) 3, Cd PER JOIST 6 BLOCKING TO RAFTER [TOE-NAILED) 2-8D EACH END 7 RIM BOARD TO RAFTER (END-NAILED) 2-16D EACH END 8 TOP PLATE TO TOP PLATE (FACE-NAILED) 2-15D PER FOOT 9 TOP PLATE AT INTERSECTIONS (FACE-NAILED) 4-16D JOINTS-EACH SIDE 10 STUD TO STUB (FACE-NAILED) 2-16D 24" O.C, 11 HEADER TO HEADER (FACE-NAILED) 168 18" C.C. ALONG EDGES 12 TOP OB BOTTOM PLATE TO STUD (END-NAILED) 2-16D PER 2 X 4 STUD 13 BOttOM PLATE TO FLOOR JOIST, SANDJOIST, END JOIST OR BLOCKING (FACE-NAILED) 2-16D PER FOOT 14 JOIST TO SILL. TOP PLATE OR GIRDER (TOE-NAILED) 4-168 PER JOIST 15 BRIDGING TO JOIST [TOE-NAILED) 2-8D EACH END 16 BRIDGING TO JOIST (TOE.NAILED) 2-8D EACH END 17 31LOCKING TO SILL OR TOP PLATE (TOE-NAILED) B-16D EACH BLOCK 18 LEDGER STRIP TO BEAM (FACE-NAILED) 3-16D EACH JOIST 19 JOIST ON LEDGER TO BEAM [TOE-NAILED) 3-SD PER JOIST 20 31AND JOISTS TO JOIST (END-NAILED) $-168 PER JOIST 21 BAND JOIST TO SILL OR TOP PLATE [TOE-NAILED) ¢-16D PER FOOT 23 DIAGONAL BOARD SHEATHING 1" X 6" OR 1" X 8" 2-8D PER SUPPORT 1" X 10" OR W~DER 6-8D PER SUPPORT 24 GYPSUM WALLBOARD 5D COOLERS 7" EDGE/10" FIELD 26 FIBERBOARD PANELS 25/32" 8D 3" EDGE/6" FIELD 27 GYPSUM WALLBOARD 5D COOLERS 7" EDGE/10" FIELD 30 DIAGONAL BOARD SHEATHING FLOORS, WALLS, AND CEILINGS OVER OUTSIDE AIR. INSULATION U - FACTOR X AREA ~ UA DESCRIPTION R-VALUE CEILING R-38 0.81 2.176 SQ.FT. 674 INTERIOR FLOOR R-38 0.31 2,450 SQ.FT. 760 EXTERIOR WALLS R-21 0.31 5,548 SQ.FT, 1.714 TOTAL AREA 13,354 SQ,FT CLIMATE AND GEOGRAPHIC DESIGN CRITERIA TABLE 301.2 (,RESIDENTIAL CODE OF NEW YORK) 2ROUND WIND SEISMIC SUBJECT TO DAMAGE FROM~ WINTER ICE SHIELD FLOOD DESIGN UNDERLAY HAZARD NOW DESIGN FROST LINE TEMP. REQUIRED ~OAD SPEED (MPH; CATEGORY NEATHERiNB DEPTH TERMITE DECAY SOI~siLOAD BEARING 11~ YES MEA;F:~Iiv0~ VALUE OF MODERATE EXPOSURE SOl O0 PSF TO SLIGHTLY TO ZONE 11 WALLS, WINDOWS, AND DOORS INSULATION DESCRIPTION R-VALUE U - FACTOR X AREA = UA WALL R-21 Uo=0,14 4337 SQ.FT, 774 WINDOW R= ,3/SQ.FT. 0.35 712 SQ.FT. 250 DOOR N/A 0.35 451 BQ.FT. 168 TOTAL ARE/k 5530 SQ.FT. DESIGN CRITERIA .... 1(1) MAIN WlNDFORCE-RESISTING SYSTEM WIND LOADS FOR A BUILDING WITH ROOF HEIGHT OF 310 FEET LOCATED IN EXPOSURE Ba WIND LOAD ROOF HORIZONTAL LOADS VERTICAL LOADS WINDW RD VELOCITY DIRECTION ANGLE END ZONE INTERIOF ZONE END ZONE INTERIOR ZONE OVERH~*~G WALL ROOF WALL ROOF WINDWARD LEEWARD ¢VINDWARE LEEWARD END INTERIOR ROOF ROOF ROOF ROOF ZONE ZONE 'RANSVERSE 30"<ANGLE < 45" 25.7 17.6 20·4 14.0 9.9 -15.6 8.6 -13.4 -11.6 -13.0 129 23,7 ALL ANGLES 22·8 -11.9 15 I -7.0 -27.4 -15.6 -19.1 -12.1 -41.1 -32.7 R-3 SINGLE FAMI.LY RESIDENCE OCCUPANCY & HT. CLASSIFICATIONS PROPOSED MINIMUM USE PROPOSED REQUIRED 1 ST. FLOOR KITCHEN 70 SQ.FT. 417 BQ.FT. SL8" 71"6~' DINING RM. 70 SQ.FT. 283 SQ.FT. 6'-8" 7'-6¢~ BATH #1 30 SQ.FT, 35 8Q.FT. 6'-8" 7I-6" LAUNDRY RM. 70 SQ.FT. 128 SQ,FT, 6'-8" 7'-6~I BATH STUDY FLOORS AND FOUNDATIONS qSUL. INSUL. R I-FACTOR OR AREA OR = U. DEPTH =ACTOR R-FACTOR X PERIMETER 2'-0" R-10 0.56 2,0314 SQ.FT. 1,16~ 2'-0" R-19 0.56 -- N/A 4" R-4,6 N/A 2,377 SQ.FT, N/A TOTAL PROPOSED "UA~' ~ DESIGN CRITERIA REF. TABLE R301 2(2) MINIMUM REQ'D. I SLOPE HT,/ FURRED HT. ~DESORIPTION U~NHEATED SLAB AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) WOOD FRAME CONSTRUCTION _~ONE ROOF > 30'-40° X 1.53ROOF > 60°"40° X 1.53WIND SPEED 23.7 36.3 -30.3 -46,4 120 M/HR 3O SQ.FT. 50 SQ.FT. 68 SQ.FT. 471 SQ.FT, 61 2ND FLOOR N/R N/R 7~0 SQ. FT. I 287 SQ.FT. GUEST BED. N/R iN/R N/R 9'-0'r S.F. OF AREA INTERIOR ENVIRONMENT SECTION 1202.4.1 & 1204.1 USE SQ,FT, OF AREA NET DLAZED ft OPENABLE LIT~SQ,FT, AREA% VEN~SQ., ~ 1 ST, FLOOR KITCHEN DINING PM, GREAT RM. BATH #1 LAUNDRY RM. FOYER BATH #2 70 SQ.FT, 70 SQ.FT. 70 SQ.FT. 30 SQ.FT, 70 SQ.FT. N/B 141 SIQ. iT+ 189 SO.FT. 9 SG.FT, 25 SQ.FT. 18% 34% 62 SQ, FT, 23% 176 SQ.FT. 26% 4.5 SQ.FT. 20% 30 SQ.FT. 14% 21 SQ,FT. 26% 5 SO.FT. 15% 5 SQ,FT, 28% 91 SQ.FT. 21% 13% 23.5% 14% 8% STORAGE N/R 10 SiC. FT. 14% BATH #3 30 SQ.FT. 10 SQ.FT. 7.5% STUDY 50 SQ.FT. 130 SQ.FT. 19% 2ND FLOOR M, BEDROOM BEDROOM #1 BEDROOM #2 M. BATH M. CLOSETI M. CLOSET 2 HALUFOYER BATH #5 70 SO.FT. 70 SQ.FT 70 SQ.FT. 30 SQ.FT. N/R N/R N/R 30 SQ.FT. 107 SQ.FT. 33 SQ.FT, 40 SC.F-T. 5 SQ.FT, 5 SO.FT, 45 SO. FT, 33% 15% 14% 23% 12% 12% 14% 16% 73 SQ.FT. 20 SQ.FT. 2 SQ.FT. 2 SQ,FT, 23 SQ. FT, 7 SC.FT. 23% 5% 7% 12% 5% 5% 7% 8% LINEN CLOSE1 N/R 6 SQiFT. 23% 2 SQ.FT. BATH #4 N/R 20 SO. FT, 38% 10 SQ. FT. 19% GUEST BED. 70 SQ. FT. 86 SQ.FT, 30% 82 SQ.FT. 22% 10d NAILS OR · 16d SINKERS 4" O,C, HORI STRONG-WALL SHEA WALL EACH CORNER) TRUBS/RAFTER PLATE (RPS4) 'RUSS BRACING UTS12) UD TO STUD (0S16) BAND JOIST (CS16) DRAGE (LSTA18) PROV. 11 7/8" BOX BEAM -- WALL STUD WALL STUD SOl'OM pLATE BAND JOIST FLOOR SUPPORT BEAM 3ONNECTION OF WALL TO FLR, FRAMING SIMPSON LSTA18 STRAP WITH (12) 10d FASTENER, -CONNECTION OF BAND JOIST TO SUPPORT SIMPSON LTP4 STRAP (12) 8d X I 1/2" CONNECTION OF WALL TO FLOOR FRAMING. \A-SI (EXAMPLE) SILL pLATE TO USING USP BEARING PLATE FASTENERS (HBPS/LBPS) PLATE FASTENERS (HBPS/LJ~PS) SILL PLATE TO FOUNDATION (BP) PROV. METAL FLASHING A ALL WINDOW SILLS. ~YP. ALL LOCATIONS) METAL FASTENER SCHEDULE ~1~ (EXAMPLE) (ALL STRAPING TO BE ~ 16" C.C.) CONTRACTOR TO NOTIFY THE ARCHITECT 1 OF ANY AND ALL REVISIONS DUE TO FIELD OFFICE SET 9.22.06 ENERGY CALCULATIONS DWG, NO.: A-5 FASTEST MILE WiNDSPEED (MPH) PRESCRIPTIVE DESIGN TABLE 3.2 (AMERICAN FORES~ & PAPER ASSOCIATION 110 120 OF (P-r,) STORIES: REQUIRED CAPACITY OF CONNECTION (LBS) 2O 206 ~ . 681 291 681 24 260% 368 SILL pLATE TO FOUNDATION 28 314 ~ 426 (CRAWL SPACE 2 OR BASEMENT) 82 368 A. 423 CODES. 36 422 % 561 ~13 421 291 254 421 24 2O6 WALL BO~FOM PLATE TO 28 260 SSS FOUNDATION 2 82 314 426 SLAB-ON-GRADE 36 368 N ,~. 493 422X~ 561 U = CO~NNECTOR UPLIFT LOAD, L = CONNECTOR LATERAL LOAD, (PERPENDICULAR TO THE WALL) 8 ~ CONNECTOR SHEAR LOAD, (PARALLEL TO THE WALL) *ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1.1 ~ TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 10 PsF(2/2 X 15 PSF) ~ TABULATED UPLIFT AND LATERAL CONNECTION REQUIREMENTS SHALL BE PERMI'~FED TO BE MULTIPLIED BY 0,TO AND 0.85, REBPECTIVELY~ FOR FRAMING NOT LOCATED WITHIN 8 FEET OF 'BU'ILDING CORNERS, s TABULATED SHEAR CAPACITY REQUIREMENTS ASSUME A WALL SHEAR CAPACITY OF 421 PLF 0NALLS SHEATHING WITH 7/16" STRUOT, SHEATHING A~FACHED W/8D NAILS SPACED 6" AT PERIMETER EDGES AND 12" AT INTERMEDIATE SUPPORTS), FOR OTHER ~/~ALL SHEAR CAPACITIES THE REQUIRED SHEAR CAPACITY OF THEOONNECTION SHALL BE INCREASED, FASTEST MILE WlNDSPEED (MPH) PRESCRIPTIVE ,DESIGN TABLE 3. t (AMERICAN FOREST & PAl ~ER ASSOCIATION 110 126 SPACING (IN.) (FT,) REQUIRED CAPACITY OF CONNECTION (LBS) 12 341 %284 280 427 339 280 / 16 421 526 16 24 580 ~ ,~A 728 32 740 927 38 820 ~ 1027 Ua CONNECTOR UPLIFT LOAD. L4 CONNECTOR ~TERAL LOAD, (PERPENDICULAR TO THE WALL) S = CONNECTOR SHEAR LOAD. (PARALLELTO THE WALL) TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD 'LOAD OF 10 PSF (2/3 X 15 PSF). ~TABULATED UPL~IFT AND LATERAL CON,NEOTION REQUIREMENTS SHALL BE PERMI~FED TO BE MULTIPLIED BY 0,70 AND 0,85, RESPECTIVELY, FOR FRAMING NOT LOCATED WITHIN 8 FEET OF BUILDING CORNERS. TABULATED UPLIFT LOADS ARE SPECIFIED FOR ROOF-TO-WALL CONNECTIONS, WHEN CALCULATING UPLIFT LOADS FOR WALL-TO-WALL OR WALL-TO FOUNDATION CONNECTIONS, TABULATED 'UPLIFT VALUES SHALL BE PERMB-FED TO BE ~tEDUCED BY 66 PLF (2/8 X 100 PLF) FOR EACH FULL WALL ABOVE, ~ TABULATED LENGTH REQUIREMENTS A~BSUME A MEAN ROOF HEIGHT OF 33 FEET, FOR MEAN ROOF HEIGHTS OF 15 FEET OR LESS, THE TABULATED VALUES SHALL BE PERMI~FED TO BE MULTIPLIED BY 0,80, RAFTER/CEILING JOIST TO TOP pLATE' LATERAL AND SHEAR CONNECTION REQUIREMENTS PI~ESORIPTIVE BESIG,N TABLE 3,3A ALTERNATIVE TO TABLE 3,3 (AMERICAN FOREST & PAPER ASSOCIATION) 1/2" ANCHOR BOLTS FASTEST-MILE WIND~ SPEED (MPH), 110 ] 120 RAFTER/ WALL HEIGHT MAXIMUM ANCHOR BOLT CEILING JOIST (FT,) 8PACING (IN,) SPACING (IN.) 16 8 3 3 12 10 3 4 HOD BOX NA LS CAN BE SUBSTITUTED FOR 8D COMMON NAILS, "WHEN CEILING JOISTS ARE INSTALLED pARALLEL TO 'RAFTERS, THE SUM OF THE TOE NAILS IN THE RAFTER AND 'CEILING JOIST 8HALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED. "TO AVOID SPLI~rlNG, NO MORE THAN 2 TOENAILS SHALL BE INSTALLED IN 'LA, SIDE OF A RA~rER OR OLG, JOIST WHEN FASTENED TO A 2 X6 ToP PL, UPLII- ~ STRAP CONNECTION REQ. ROOF-TO-WALL, WALL-TO-WALL, AND WALL-TO-FOUNDATION) PRESCRIPTIVE DESIGN TABLE 3,3B ALT. ~O TABLE ~,3 (AMERICAN FOREST 110 [ 120 & PAPER ASSOC,) :RAMING SPACING ROOF SpAN ~IUMBER OF SD' coMMoN (IN.) (PT,) NAILS END OF 1-1/4" X 20 GAGE STRAP 12 3 3 16 3 4 20 3 4 16 24 4 5 28 4 5 32 5 6 36 5 7 U4 = CONNECTOR UPLIFT LOAD, L4 = CONNECTOR LATERAL LOAD, (PERPENDICULAR TO THE WALL) L S = CONNECTOR SHEAR LOAD.(PARALLEL TO THE WAL ~TABULATED UPLIFT'REQUIREMENTS ASSUME A ROOF CEILING, D,L 10'P,S,F,), IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE CEILING ASSEMIBLLY IS NOT CONNECTED TO THE ROOF ASSEMBLY, THE TABULATED NUMBER OF NAILS SHALL BE INCREASED BY ! NAIL AT EACH END, ~FOR WALL-TO-WALL AND WALL-TO-FOUNDATION CONNECTIONS, THE TABULATED NUMBER OF NAILS SHALL BE PERMI~FED TO BE REDUCED BY 1 NAIL AT EACH OFTHE STRAP FOR EACH FULL WAL,L ABOVE, SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL & SHEAR LOADS PRESCRIPTIVE DESIGN TABLE 3.2A ALTERNATIVE TO TABLE 3,2 (AMERICAN =FOREST & PAPER ASSOCIATION) 1/2" ANCHOR BOLTS 5/8" ANCHOR BOLTBI FASTEST-MILE WIND SPEED FASTEST-MILE WIND S~P'EED (MPH) (MPH) eoI 100 I 11° I 120 90I 1~00 I 110I 120I ANCHOR BOLT FOUNDATION BRACING WALL PERIMETER MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT CONNECTION SUPPORTING EDGE NAIL SPACING SPACING (IN.) SPACING (IN,) SILL PLATE TO FOUNDATION* 2 STORIES ALL~ 23 26 (CRAWL SPACE OR BASEMENT) 3" 19 28 WALL ~PLATE TO FOUNDATION* 1-3 STORIES (SLAB-ON-'GRADE) 6~ 36 57 U ~ CONNECTOR UPLIFT LOAD, L = CONNECTOR LATERAL LOAD, (PERPEN,DICULAR TO THE WALL) S = CONNECTOR SHEAR LOAD, (PARALLEIL TO THE WAILL) 'ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION I 1,4 ~ ANCHOR BOLT SPACINGS BASED ON MAXIMUM SHEAR CAPACITY OF UNBLODKED ROOF AND/OR FLOOR DIAPHRAMS (279 PLF). "ANCHOR BOLT SPACINGS BASEDON MAX[MU'M SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 3" O,O, (781 PLF) BUILT IN ACCORDANCE WITH SECTION 3,4,4, "ANCHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF E" C.C. (421 PLF) BUILT IN ACCORDANCE WITH SECTION 3.4.4. SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING UPLIFT PRESCRIPTIVE DESIGN TABLE 3,2B ALTERNATIVE TO TABLE 3,2 (AMERICAN FOREST & PAPER ASSOCIATION) 1/2" ANCHOR BOLTS 5/EIi ANCHOR BOLTS FASTEST-MILE WIND SPEED FASTEST-MILE WIND SPEED (MPH) (MPH) ANCHOR BOLT FOUNDATION SUPPORTING: MAXIMUM ANOHOR BOLT MAXIMUMANCHOR BOLT CONNECTION SPACING (IN,) SPACING (IN.), SILL PLATE TO FOUNDATION* 1-3 STORIES 72 72 72 72 72 72 72 72 (CRAWL SPACE OR BASEMENT) WALL PLATE TO FOUNDATION 1 -$ STORIES 40 33 28 25 51 42 36 32 (SLAB-ON-C;~RADE) --~J~--I 5" /-- WALL CLEARANCE TOIiLET, BATH AND SHOWER SPACE,D SCALE: 1'=1/2" ~- WALL OR EXCEED THE TABULATED INUMBER OF NAILS REQUIRED. TO A 2X 6 TOP PLATE. WALL --WALL / WALL 30~ WALL 24" CLEARANCE iN FRONT OF OPNG. ,) CLEARANCE ""--2" ~-WALL TOILET, AND sHOWER SPACED SCALE: 1I=1/2'I c.sJ_ .2,, ~1/~8'' SLOPE PER 1' PLUMBING RISER DIAGRAM FIRST FLOOR OFFIC S ET 12.3.08 [BYTHEAROHITECT ANYREPRODUCTION IN pAFC¢ J Z 1/4"= 1 '0" NAME: RISER DIAGRAM,, A-6 DROP DN. TOF PROVIDE 2 I" RIM ED. (TYP. ALL WINDOW & OPENING LOCATIONS). PROV, CONTINUOUS I 3/4" X 11 "GP - FIBERBTRONG" RIM BOARD. EXCEPT AREAS OF OPENINGS. (TYP, ALL PERIMETER AREAS), PROV, FIRE-STOP/BLOCKING 8'-0" O,O. (TYP. ALL AREAS). FIRST FLR, WALLS BEL SECOND FLR. WALLS ABOVE. 5" X S'~ x 1/4" ST ? SEC."A" PROV, LVL GIRDER, I STR. STL. COL, BELOW, (TYPICAL ALL) PROV. JOIST HANGERS (TYPICAL) PROVIDE 2 - ' HEADER IN PLACE OF RIM ED, (T~P, ALL WINDOW & OPENING LOCATIONS). PROVID "LVL RIM ED, (TYP, ALL WINDOW & OPENING LOCATIONS). , pROVIDE 2 - 1 3/4" X 11 7/8" LVL HEADER IN PLACE OF RIM ED, L(LTYP. ALL WINDOW & OPENING OCATIONS). 2ND {_ S E C ."A" PROVIDE 3 - 1 3/4'~ X 11 LVL HEADER IN PLACE OF RIM BD. (TYP. ALL WINDOW & OPENING LOCATIONS), ( SEC,"B" PROV. 4" x 4" SQ. STRUCT, STL. BOLT TO BTL, BM, ABOVE, (TYP, BOTH SIDES) W/3 1/2" X 3 1/2" X 1/4" STL, DIAG, BRACE SET BELOW WINDOW & BOLT BN, TO FOUNDATION. PROV. 3 - I 3 LAM LVL UNDER ALL PARTITIONS. BLOCK AS REQUIRED BELOW F.J, (TYP, ALL). ! BLOCKING SECOND FLR. WALLS ABOVE, fTYP3 5" x 5" x 1/4" ST, 8TS COL. SEC."A" ? PROV, CONTINUOUS 1 3/4" X 1 1 7/8" ' RIM BOARD. EXCEPT AREAS OF OPENINGS, (TYP, ALL PERIMETER AREAS), PROV, ~ - FLUSH I 3/4~ X 1 1 7/8" LVL GIRDER, LAG BOLT TO STR, BTU COL. BELOW. (TYPICAL ALL) PROV. JOIST HANGERS (TYPO PROVIDE 2 - I 3/4" X 1 1 7/8" LVL HEADER IN PLACE OF RIM BD. (TYP, ALL WINDOW & OPENING LOCATIONS). I-FLUSH I 3/4"X18" BELOW FL, ABOVE. PROV. JOIST HANGERS(TYPO ABOVE. ~ SEC."A" PROVIDE S- I 3 HEADER IN PLACE OF RIM BD, (TYP. ALL WINDOW & OPENING LOCATIONS), ( SEC."B" FL. DECK FRAMING PLAN NOTE: ~INDICATES BEARING POINT LOAD THIS LOAD MUST BE TRANSFERED W/ADEQUATE VERTICAL BRACING, 5" x 5" x 1/4" ST, STL, COL, BASE PLATE. W/4 - 3/4" × 1G" ANCHOR BOLTS. i" x 5" x I ~TL, COL, BASE PLATE, W/4 ~ 3/4" x 16" ANCHOR B~OLTS. DEMO. EXIST. AREA FOR NEW STRUCT. STEEL COLUMNS AND BRACING, REF, TO STRUCT. STEEL NOTES. FOR AREAS AFFECTED AND REPAIR EXIST, HOUSE DECK & RAIL TO "LIKE NEV¢~ CONDITION. (TYPICAL ALL NEW FOUNDATION AREAS) 4" X 4" x 1/4" ST. STL. COL, )X26 I I ~ L W/3 1/2" X :3 1/2" X BRACE TO FDN. WALL. NOTE: C~-RACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD CO~IENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTFtUCT. DRAWINGS/SPECIFICATIONS, 1/4" ST. STL, COL. I, I BTU DY (EXlSTINQ) Ed I.d ~ E a 1/4" = 1 '0" 2ND. FL, DECK FRAMI PLAN A-2.1