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HomeMy WebLinkAbout41230-Z So�Fnt,�, TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy.• SOUTHOLD, NY BUILDING PERMIT (TH/SET RMIT MUST BE KEPT ON THE PREMISES WITH ON OF APPROVED PLANS AND SPECIFICATIONS UNTI[is L COMPLETION OF THE WORK AUTHORIZED) Permit#: 41230 Date: 12/16/2016 Permission is hereby grano: Sheehan, Den 61 Fieldstoneor cott Townso, p, PA 18411 To: constru t an acc ssory arc, ge a appli for. ^� i Yv At premises located at: 725 Holden e., Cutchogu SCTM # 473819 Sec/Block/Lot 110.-5-50 Pursuant to application da 12/8/2016 and approved by the Building Inspector. To expire on 6/17/2018. Fees: ACCESSORY $400.00 CO -ACCESSORY BUILDING $50.00 Total: $450.00 /<D 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. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 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$15.00 Date. /V-1—�/L New Construction: Old or Pre-existing Building: (check one) Location of Property: 146 �dE-" AQ Od Q 4-C Ki o House No. Street / H mlet Owner or Owners of Property: Li�Aj Suffolk County Tax Map No 1000, Section //D Block er, Lotb Subdivision Filed Map. Lot: Permit No. 3 Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: I/ (check one) Fee Submitted:$ Applica�Signa�ture 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 "'1,4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. 123 b Check Septic Form N.Y.S.D.E.C. Trustees D Flood Permit Examined ,20 \'--Storm-Water Assessment Form D Cont ct: Approved ( 20 DEC m D 2016 Mail to:,Pcw,1 3 s— rr E A1_.J Disapproved a/c �l f 1� ��S H� ��. Suogj— BUILDINGDEM Phone. `tlelo Expiration_ ' ,20 ')SOWN OF SOUTHOLD Building Inspector APPLICATION FOR BUILDING PERMIT Date . 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as 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 app scant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder 6 Lei!ti Fe—, - Name of owner of premises o �d () E—_�JU ri is 12, (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 of land on whichrropose work will be done: 7c 5 14-o 5-i C)c `4'Clit House Number Street Hamlet County Tax Map No. 1000 Section I/0 Block Jr Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancya2,a�E 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost � �ei v'M;1 '"'• �_ --, " � V, _ „ �;(' ( dole g this application) aid on film 5. If dwelling, number of dwelling units 0"i umber of dwelling unipno each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front " '"a1� `�°'" Rear' '= ' Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Naive of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY 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. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFS ) an n 15 9cwc f ckn being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the Dvoae(2 (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this _day of _&CCe rvlkr- 20 I Lo ACEY L. DWY; ;�� Notary Publi NOTARY PUBLIC,STATE OF NEW YORK Signature of Applicant NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2d/ Scott A. Russell-° �� STO]KNIWAT]E]R- SUPERVISORI�v][A\NAG]EIWIENT SOUTHOLD TOWN HALL-P.O.Box 1179 p 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) __ —_.___----_7DO]ES_-THIS--P[ OJECT—INVO L"V]E A-NY—O F--`g'H E—lF OL-LOWING- ---__--___-------- ---- -------- -- Yes No (CHECK ALL THAT APPLY) ❑© A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑0 B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑( ] C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑[� D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑0 E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square / feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department—with—your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent Contractor,Other) S.C.T•M. # 1000 Date. Distract NAME: r'j t S ( J r :nb (o Section Block Lot FOR BUILDING DEPARTMENT LS;_. ONLY E ' .. Contact Information 9:i9 '�63— Reviewed By: '' Property Address / Location of Construction Work: — — — — — Date: — — — — — — — � � / /] Approved for processing Building Permit. 1-416L 4,z .r_ q Stormwater Management Control Plan Not Required V� /�� El Stormwater Management Control Plan b Required. (Forward to Engineering Department for Review) FORM " SMCP-TOS MAY 2014 i I; ""tA`v°° ENERGY CALCULATIONS MAP OF PROPERTY SITUATED AT u.N SOUTHOLD NOTE: w 725 HOLDEN AVENUE SpffACPFG".Pp° VNEAASaEENDWG O N 91TAB E EVER°YG CNUU bEiHExE OREARE w I I TOWN OF 5OUTHOLD a SUFFOLK COUNTY,N Y. QA y I I INFORMATION ADAPTED FROM Z WO SITE PLAN BY w Q p BURTON HAND BEHRENDT SMITH 'U N S c_I -- 244 EAST MAIN STREET Q Z 3 _ PATCHOGUE,NEW YORKFel/ W W N f- ve ) SURVEYED MARCH G.1991 LL I.T, I RIp I I Q Z Lfl 1 L soR T 2 � a ZONING DATA L 3 0 I o ZX� U SECTION 110 BLOCK 5 LOT.50 Q J 1 I ZONING R•40 w O ILL] SITE AREA 20,473 50 FT m 10 Z OR O 47 ACRES ❑ W I_ a "FRIP n EX15TING BLDG AREA(FOOTPRINT) 2,012 50 FT "I PKOP05ED BLDG AREA (DETACHED GARAGE) 750 50 FT I� $ TOTAL BLDG AREA 2,76750 FT LOT COVERAGE 135% SOUTHERN CROSS ROAD PLOT PLAN C 1 SCALE 1'=]0-0' ABBREVIATIONS LIST OF DRAWINGS GENERAL NOTES U) Z AB AABICR BMT CONN CMNK710N GLV RALVAIVED IISL NSLELUNEous SAN BAN.— Q ACI ERILAN CONST GONSIRUCTION GG GENERAL N IL-THETER SC $Mb CORE X .ENGfEE Coni ONTRACTO OVTgACi0fl 0. MASONRVOPEWNG GOP, SCHFWLE 61 • GENERAL NOTES,PLOT PLAN,ABBREVIATIONS I LL COOTK W TOCOWORM TO THE RVLESAND REGULATIONS OF THE LOCAL BUADwG OEPApTICATY ND THE RESIDEHRML LOOS OF NEW.ENTIRE CT CONTRACTOR M GU55 UA NOIBOAN YO E30ISEWnONANDMIGUPPLENENTS U AB, L CT CERAUICCTI GYPSNA ESISIANi SECT BECTON W > Q +nA fMkITIE WCT t5l 6px5T .I GYM GLLONS SRY SWflY UE. ­CE OLARE A-0 NAILING SCHEDULE,CONNECTION DETAILS NDT GPMErAaDRLAcx rHfREOFswLLeE coxsbERFOAS RFLIFWUGTHE DOMGcrOR FRDUEIECUnONaFAu waRKw '` DOSABILINFS ACT SRUIE ION PERVIMITF V70. MWNTEO SP SOWRE FEEL AND GENERAL NOTES TIMI I—AIUARI CA ANTRIES=1I U EC � EBTVE W E H[ ♦ GP V L ETAL SN SLEET Z' EC All ASOVf NU CUBIC ACCESSIBIF NOIwCONTRAti SILtBAR ]AlMOSOMRACTORswLLaVEALLRwRIE°F iHEVARK GITGie�OV T,ERMAHCES REOtMibNSANDOROEASOFANYPUBLIc m EDCEILMG ST CURIONER xG HA.-CORE N611 uLUWAL SJ SAIYCITJOwi M1 CONSTRUCTION PLANS,SCHEDULES AND DETAILS AMHgRIry AARINO OUTKPERFa u BR+WNDS g W AFF ORTSN DBL BWBLE H. HGH DENSITY AW n..EB SN SNALL w m EDttDON DED LEON H HGEpBER Ns, AT..I SAM SPEGFIGTONS AZ BUILDING ELEVATIONS AND SECTIONS AEEIECTRIGL.ENTIRE INSTALLATION SNALL BE INACCORDAHCENRTH THEREOLARUENENTTS OF THE NAMINAL ELECTRb CODE INS.I +Li ALTERNATE pN. ,gLMETER qV —AE SAAATION SPxWX SpRIMLER3 MERLES ANDREGIAATANUCIMEL°GLUTUNCOUPANV ALL L s LBEUNDERVARWIPPRWEDAW ¢ (/� ALLIIN SC AWNIVIIV BIM BRfEN310N K SWI NTS OtiOSGLE SN SOIMRE In6PELTED UBu1TMnIREY CERTIFIGTE IO CPME0. U z I'llAMPERE DISC, DISCONNECT M I�DW VETAL OA gIENALL SO R SUMMATE FEET W AVpO AWgEFs Op BgvN Hp OUipLIT OC. ON CENTER SS b5 STARAESSSTEEL 1HE ARCNTECTSMLLBENOTPIEDOFAW IWIRESEFNsusa PHYSIC WC TIONDSCOVEREMASNELLASAW " ANSI AMERICAN OWR WGNPdNr OA MITSWE GAUETER SrD STANDARD EASEMENIB ETC.NOT RACMTEO ON THE SURTVEY OR PLAN THEARCHTLIT GNALL RESOLVE GME U D. bl BRNE THOU MRL HEARNG6 ECOMGCTOR{o UPEC{AWWIMMNWSUGNCELEWNTRAGTORZLMSNWVARKM. 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W .IS BFMING EGLP EOUPMEN{ OK APCTIOV BGA S°GREF001 IN ULTRAy�IET I Aa LU IT" ISTIO ETC ETCETERA 91 JM1, P31 WxDSffR V VOLTNOLTAGE EDOIMENSbNS SHLLLOwFRx 6M+LLSGLEORAWIM106 EIS UWMMR♦CTORBxALLMEA MEGWTWO 3 W BTN BETVEEH EXIST EUSTING KT JOINT SWAREINCH VR VAPOR EAUBE, CONwmNG PRIOR 11"CIRARA AMORRIAS AMC COMUFNEAWSVATNNO 1 [ L7 GBWEi FG NITLHEN EgAP EYP ENPOSEO EA SUPPLIER P VC VMWAECONIROL 1,CONRUOidi BHALL[P>vRDDUTE TXENARN OFALLTRADFS i CFu pI FEET EM `MFRIOR R AAI— VAT, VRTYLLGAP6 E III E MALI LAMN1{E CGI CIA FO LUORBNAIN UV LAVATORY PVL LVORpVwYLE sRION16E BASWO R ORTORELIVII-MBRISCRFATEOUTHOMRKFROMTHEWTERN°PSPWEOPWAIEWLNANNERONAN£EKLY GRAN-GILL FON GWNDATOV LBS FCAMUS Pl11T PAVEMENT VE VEERPPE OONERP COMRMIONS WARMN{ a .ar CAL G CONLROI JOINT FE FRE EAMC EHER LF LINEAL ISOT ON DUAHITY VEST SY�TT T OWNER SIN4ARRAIRE FOR StP RWSGN OF ME CONTTRCOTION WORK TO WGUNE COMPLIANCE MFM THE CONTRACT LL CEuiERIwE FIV I.E.CLO CEVIG FIATCTRLP L.VCAT RA ETENAW WA WALLBASE =:r GOS CLOSET lR FLWRE 4VP LION VOLT PANEL. RA R1UpODENORAw KV IV-R0� NOTE: ,.TIE LONIRACTOR SMALL VERPV ALL En5Tw0 LONDITONS AND DNENSWNS BEFORE STATWO CONSTRUCTION AND GR LIFAv GPD FORCED55 U NILLWApERE RECR RECEPTACLE WOW WINODN UMAWOCATONOPTHEUW FORANYMAGIN UALESSAGHOUNDSRMIMCCTON SHALL NOTPY TIE ARCW{FCT ON ANY AMSIMPES OR DISCREPANGES BEFORE PRDCCEDMO W1H ME YAMK IF 4uV CONCRETE FgPGEO PUSTC TL NATERLAI PEINF RFAIFgFGNG 4VA WA{EPHUTFA AUCENSEDARONEVR,TOALIFA DOGRIEMBGRwOANMCNRECNRAIeE+LWAM WESTONS ARISE BEFORE G WRING COMM.—I I AS T°THE INTENT ON BEtALs OF 1H[DFAMNO$ME CONTRACTOR COUNTER UWT fFRiZ F ETJER VAK LWXWUII pE0'. REOJWED WR WORM Wb V ANARREA 5 oTM GEALGFHARCHPEC L.-EKED ME—.AAGARCHsiER sM1ALL CALL THE ARCgIEGI ROBENT A NIA°IE°AE3-1505 FOR CLARMGT0.V ON INSIRVGTUL 6 TiF LpVTRACIOR FEETTING ME. 61ECHANIOAI i FAILS TO FELLOW ME Al—PROCEDURE HE SHALL ASSUME ALL R[GPONSBWN FOR Mf CONYOUCH.S OI TXCR CMR CAJ G, DOTING RM pOtSI WATER PoiOOG IFP SMHMTGREAAOMEGTfi OFM q°NOALLflN1bNNOTAIION•ILTFAFD BY'iGlLgvFDBV CONE CONCNETE GA GAGFJGWGE NFG W.NUFACNRER RA ROUGHOPENWG WT WEIGHT ,AxD xbTEMEePECPIOOESCRPOON ACTONS/OR D[LEiONS COM1O CPVONT GL GLLOV NFR 0.0. RESTROOM WWP FABRIC OFTIEIMFAABM IIA, NIWMUII RIA ROOFTDp UWT fABRE CAPERMExFwYORKSfATE FNCATbx GWARTCtE,NTHP°OIECTLwESFD1bNr]OT SCTM f IW0.17000-0500-050000 .. - | / ' / | / | ' ' ! � / \ | | � N/f CA55IDY ENERGY CALCULATIONS FL. fL 55 5 765-1802 3AM FO 4PM FOR THE 1. FOUNDATION TWO REQUIRED % A L.J H 'R 3, 1NSIJL,'VfI0I\I %,-.) UUT1 LU NOTE: BE COMPLETE IOR C.O. ALL COINSTRUCTION SHALL iNIEET THE THE PROPOSED STRUCTURE HAS BEEN DESIGNED AS AN UNCONDITIONED HFOUIREWE'NTS OF THE CODES OF INEW 725 MOLDEN AVENUE SPACE AND IS NOT HABITABLE ENERGY CALCULATIONS THEREFORE ARE %A -:�i R 0 R0 TOWN Of 50UTHOLD NOT REQUIRED DF-SIGN OR CONS rRiUCT ION rL Al 50 0' 503 OF 0(,'GUr1)ANGy 40 0 DRAINAGE 0 0 POOL U IN N U -%AT A 0 4 z` 1k N I OL 140' FU A G11 PVC Ln co DRAINAGE Fill" _J Ln PIPE (TYP) LL PROF05ED ZONING R-40 DETACHE 51TE AREA 20,473 5Q. FT. PURSUANT TO CHAPTER 236 MON '1011 DRAINAGE CALCULATION5: AREA (5f) x 2" RAINI`ALL = REQUIRED VOLUME i PKOF05ED E3LDG. AREA (DETACHED GARAGE) 750 5Q. IT. 3' 'K (a:2.22 CU fT 12G.GG CUBIC/fT PROVIDED C) FRbVIDE- 5'-0" DIAMETER RING AND CONCRETE COVEKWITH AN EffECTIVE DEPTH Of 3'-0". LOT COVERAGE 13.5 % SOUTHERN CROSS! OAD OT PLAN / ` | Z5 A � ! . / | �iA. AREA A.B. ANCHOR BOLT CONN. CONNECTION GALV. GALVANIZED 1AISC. MISCELLANEOUS SAN. SANITARY 0 . � CONST. CONSTRUCTION G.C. GENERAL �O M. MILLIMETER S.C. SOLID CORE A.C.I. AMERICAN 1A.0., MASONRY OPENING SCHD. SCHEDULE C-1 - GENERAL NOTES PLOT PLAN, ABBREVIATIONS 1 ALL WORK IS TO CONFORM TO THE RULES AND REGULATIONS OF THE LOCAL BUILDING DEPARTMENT AND THE RESIDENTIAL CODE OF NEW CONCRETE: CONT. CONTINUOUS CONTRACTOR YORK STATE 2015 EDITION AND THE SUPPLEMENTS 0 INSTITUTE CONTR. CONTRACTOR GIL. GLASS �O.R, MOISTURE SECT. SECTION W >_ � � | / | ACOUSTICAL CERAMIC TILE GYP. GYPSUM I RESISTANT SERVICE A-0 NAILING CONNECTION � � WITHALL . ' | cu. CUBIC ACCESSIBLE �q.I.C. NOT IN CONTRACT Sim. SIMILAR A-1 - CONSTRUCTION PLANS, SCHEDULES AND DETAILS 0 UJ Ui A.F.C. ABOVE Iq0M. NOMINAL S.J. SAWCUT JOINT AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK INDICATED ON THE DRAWINGS U_ FINISHED CEILING CUST. CUSTOMER H.C. HOLLOW CORE 1,10,1NUM. NUMBER sm. SMALL C0 I � DISABILITIES ACT SPECIFICATION PER MINUTE 110TO. MOUNTED AND GENERAL NOTES Z z ADH. ADHESIVE" INSTITUTE H.C. HANDICAP �ATL. METAL SHT. SHEET 3 THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, REGULATIONS AND ORDERS OF ANY PUBLIC 0� HIGH DENSITY 0 i � HDRHEADER 0 | ALT. ALTERNATE DIAMETER HDW. HARDWARE FOUNDATION INSPECTED SUBMIT WRITTEN CERTIFICATE TO OWNER M: z DIA. SQ. SQUARE LU | AL./ALUM. ALUMINUM DIM. DIMENSION HDWD. HARDWOOD (\I.TS, NOT TO SCALE :1 < { HOLLOW METAL SQUAREFEET U) | ANOD. ANODIZED DN. DOWN/ EASEMENTS, NOTINDICATEDTHEARCHITECT SHALL RESOLVE SAME I | � / | | / � | / / | | ' H.P. HIGH POINT 0 DR. DOOR (D.D. OUTSIDE DIAMETER STD. STANDARD z DIT DRIVE-THRU b.H. OPPOSITE HAND STF. STOREFRONT 6. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I E CONTRACTOR'S LIABILITY, WORKMAN'S COMPENSATION, COMPLETED W LJJ NATIONAL REFRIGERATION I , STL. STEEL OPERATIONS, ETC ADEQUATE FOR THE PURPOSES OF THIS PROJECT AND FURNISH PROOF OF SAME TO OWNER PRIOR TO COMMENCING oe :D 0 STANDARDS DTL. DETAIL CONTRACTOR(S) OpNd." OPENING -1114 INSTITUTE DWG. DRAWING HT. HEIGHT OPT. , OPTIONAL STN. STATION WITH WORK < z APPROX. APPROXIMATE DWLS. DOWELS H.V.A.C. HEATING, bPO.'� ' OPPOSITE STRUCT. STRUCTURE/-AL Lo" 1: W 7 THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SAFETY ON THE JOB SITE DURING THE CONSTRUCTION PHASE TO COMPLY > VENTILATION,AIR [ .C,C: PRE-CAST CONCRETE SUPPL. SUPPLY/-IED U) W ARCH. ARCHITECT/ EA. EACH WITH REGULATIONS AND REQUIREMENTS OF THE OCCUPATIONAL'SAFETY AND HEALTH ADMINISTRATION, AND ALL OTHER AGENCIES 0 < -URAL CONDITIONING [,)KG. PARKING SUSP. SUSPENDED HAVING JURISDICTION THIS SHALL INCLUDE, BUT NOT LIMITED TO, PROVIDING ADEQUATE AND PROPER BRACING, SAFETY RAILINGS AND a_ LU Z E.I.F.S. EXTERIOR H.V.P HIGH VOLT PANEL PL. PLATE T/ TOP OF 0 LU AVG. AVERAGE SECURE FOOTINGS FOR ALL TEMPORARY SCAFFOLDING, STAIRS,ETC , AS WELL AS PERMANENT CONSTRUCTION W W INSULATION HZ. HERTZ T TRANSFORMER 12- 0 B.O. BOTTOM OF FINISH SYSTEM �"LMB. PLUMBING X _J BID. BOARD I.G. ISOLATED GROUND T&B TOP&BOTTOM 0 0 ELECJ ELECTRIC/-AL INCHES 1,)LYVVD. PLYWOOD T&G TONGUE&GROOVE 8 DISCREPANCIES, ERRORS, OMISSIONS, ETC , IN ANY PORTION OF THE DRAWINGS WHICH ARE AT VARIANCE WITH THE LAW ORDINANCES, BEV. BEVERAGE: ELECT. INCL. INCLUDE/ED 1�31NL PANEL TEMP. TEMPERED RULES OR REGULATIONS, BEARING ON THE CONDUCT OF THE WO'RKSHALL BE REPORTED PROMPTLY TO THE ARCHITECT z BLDG. BUILDING ELEVJEL. ELEVATION INFO. INFORMATION ffl," PAIR THRU THROUGH _J B.F.P. BACK FLOW EMPL. EMPLOYEE INSTL. INSTALLATION/ t TYP. TYPICAL PREVENTOR INSTALLED U.L. UNDERWRITERS LABORATORIES 9 ANY DEVIATIONS FROM THE ARCHITECT'S DRAWINGS MUST BE'�UBMITTED TO THE ARCHITECT IN WRITING FOR APPROVAL BLK. BLACK ENG. ENGINEER/ED INSUL. INSULATION PREPARED 0� BLK'G. BLOCKING EQ. EQUAL INT. INTERIOR S.F. POUNDSPER U.O.N. UNLESS OTHERWISE NOTED 1JJ SQUAREFOOT UV. ULTRAVIOLET E BRG. BEARING EQUIP. EQUIPMENT J-BOX JUNCTION BOX i 1 10 FIGURED DIMENSIONS SHALL GOVERN SMALL SCALE DRAWINGS IF EXISTING, EACH CONTRACTOR SHALL MEASURE EXISTING cu p z BTM. BOTTOM ETC. ETCETERA JST. JOIST P.S.I. POUNDSPER V. VOLTNOLTAGE CONDITIONS PRIOR TO ORDERING MATERIALS AND COMMENCING WITH WORK z Lii K.E.C. KITCHEN EQUIP. V.C. VOLUME CONTROL 11 CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES. 0 cu | JT. JOINT SQUARE INCH V.B. VAPOR BARRIER BTN. BETWEEN EXIST, EXISTING 0 CAB. CABINET EXP. EXPOSED IN. SUPPLIER 1$L PT. PART/POINT V.C.T. VINYL COMPO- C.F.M. CUBIC FEET EXT. EXTERIOR LAM. LAMINATE 1 .V.C. POLY VINYL SITION TILE 12 CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS WORK FROM THE SITE AND DISPOSE OF IN A LEGAL MANNER ON A WEEKL.Y PER MINUTE P C.G.F. COMPACTED F.D. FLOOR DRAIN LAV. LAVATORY CHLORIDE V.P. VENT PIPE BASIS OR SOONER IF CONDITIONS WARRANT, Date: Drawn By: GRANULARTILL FDN. FOUNDATION LBS. POUNDS PVMT. PAVEMENT VERT. VERTICAL :75; / 13 THE OWNER SHALL ARRANGE FOR SUPERVISION OF THE CONSTRUCTION WORK TO INSURE COMPLIANCE WITH THE CONTRACT� DOCUMENTS NOV. 02,2016 ME � �R'.A_ RETURN AIR W.B. WALL BASE C.L. CENTER LINE FIN. FINISH L.P. LOW POINT co CLG. FIXT. FIXTURE RAD. RADIUS W.C. WATER CLOSET "OTE: 14. THE CONTRACTOR SHALL VERIFY ALL EXISTIING CONDITIONS AND DIMENSIONS BEFORE STATING CONSTRUCTION AND Scale: Checked By: CEILING L.V.P. LOW VOLT PANEL WOOD IN i I � ' ROOF DRAIN i FIBERGLASS REIN- RECPT. RECEPTACLE WDW. WINDOW IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION AS NOTED RAH { CLEARUESTIONSARISESHALL CALL THE ARCHITECT ROBERT MASONR FAILS TO FOLLOW THE ABOVE HE SHALL RESPONSIBILITYFORTHECONSEUENCES HARDIE 0 462 —1509 fOR CLARIFICATION OR IF THE CONTRACTOR ...� | i | FTG. FOOTING HIS SIGNATURE AND THE'DATE OF SUCH ALTERATION,AND NOTE THE SPECIFIC DESCRIPTION 7 COL. COLUMN GA. GAGE/GUAGE MFG. MANUFACTURER �R.O. ROUGH OPENING WT. WEIGHT 0 CONC. CONCRETE R.R. RESTROOM W.W.F. WELDED WIRE OF THE ALTERATION. CONDUIT GAL. GALLON FABRIC (AS PER THE NEW YORK STATE EDUCATION LAW ARTICLE 147-ARCHITECTURE,SECTION 7307) C ROOF TOP UNIT ! ' ' Project | � 2016206 � � rD � f�l NAILING SCHEDULE (EXPOSURE "B CODE ANALYSIS o o 0 0 A. OCCUPANCY: 0 0 JOINT DESCRIPTION NUMBER OF NUMBER OF Residential R3 COMMON NAILS BOX NAILS NAIL SPACING o0 0 B. REFERENCE STANDARDS: ° R 0 0 I° F R A M I N G Residential Code of New York State SIMPSON o® ° SIMPSON LS70 Wood Frame Construction Manual AF & PA STRONG-TIE STRONG-TIE RAFTER TO TOP PLATE (TOE-NAILED) 3 - 8d 3 - 10d PER RAFTER Climate Zone: 11B RSP4 SP2 16 PERMIT 1 12/2/ a - CEILING JOIST TO TOP PLATE (TOE-NAILED) 3 - Sd 3 - 10d PER JOIST Degree Days: 5750 No. Date Revision RSP4 SPACED AT 16" O.C. SP2 SPACED AT 32" O.C. - CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) (HEEL JOINT) C. DESIGN LOADS: - USE (8) 8d X 1 1/2" USE (12) 10d COMMON NAILS RAFTER SLOPE: 3:12 22 - 16d 22 - 40d Decks: 40 psf NAILS 4:12 17 - 16d 17 - 40d Attics: 20 psf STUD TO DOUBLE TOP PLATE 5:12 14 - 16d 14 - 40d EACH LAP Rooms other than Sleeping Rooms: 40 psf ADJUSTABLE HANGER RIDGE ADJUSTABLE HANGER 7:12 10 - 16d 10 - 40d Sleeping Rooms: 30 psf ' 9:12 AND GREATER 8 - 16d 8 - 40d Stairs: 40 psf SIMPSON STRONG TIE SIMPSON STRONG TIE SIMPSON STRONG TIE i CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) Handrails: 200# LSSU26 - 2"X6" WITH COLLAR TIES AT 32" O.C. LSSU26 - 2"X6" RAFTER SLOPE: 3:12 22 - 16d 22 - 40d Roof: 20 psf ground snow load SIMPSON 4:12 17 - 1sd 17 - 4od LSSU28 - 2"X8", 2"X10" AND 2"X12" CS-20 X 18" MIN. WITH 7 10D COMMON LSSU28 - 2"X8", 2"X10" AND 2"X12" Basic Wind Speed: 130 mph STRONG-TIE ( ) 5:12 14 - 16d 14 - 40d EACH LAP ° 7:12 10 - 16d 10 - 40d uplift: 18.1# NAIL PER RAFTER INSTALLED OVER 9:12 AND GREATER 8 - 16d 8 - 40d Dead Loads: 10 psf °° SP1 PLYWOOD COLLAR TIE TO RAFTER (FACE-NAILED) D. DEFLECTION LIMITS: POST SIZE: RAFTER SLOPE: 3:12 7 - 10d 7 - 12d ° � Rafters with no finished ceiling attached: L / 180 4:12 6 - 10d 6 - 12d PER TIE Floors: L / 360PROVIDE MIN 5:12 4 - 10d 4 - 12d ® (3) POST mI 6:12 AND GREATER 4 - 10d 4 - 12d SEE PLANS SP1 SPACED AT 16" O.C. - ® BLOCKING TO RAFTER (TOE-NAILED) 2 - ES 8d 2 - 10d EACH END E��� ®� USE (10) 10d COMMON NAILS m ®m HDU5 MTS 12 ' , p RIM BOARD TO RAFTER (END-NAILED) 2 - 16d 3 - 16d EACH END 1. Calculations are valid up to 5999 degree days. ® HI C P 2 EX W Z st, 2. Certified conformance for Zone 11B. STUD TO BOTTOM PLATE PRESERVATIVE - TREATED V W A L L F R A M I N G 3. Wood framed floors, walls and ceilings shall have an approved BARRIER MAY BE REQUIRED vapor barrier (permeance rating of 1.0 perm) installed on the FOR CONNECTORS IN TOP PLATE TO TOP PLATE (FACE-NAILED) 2 -16d� 2 - 16d� PER FOOT "warm in winter" side of thermal insulation. CONTACT WITH PRESERVATIVE V I 4• Windows and sliding doors shall have a max. air infiltration I TREATED WOOD. TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4 - 16d 5 - 16d JOINTS -EACH SIDE rating of 0.3 CFM per square foot of window area. Swinging LL i doors shall have a max. air infiltration rate of 0.5 CFM per I j STUD TO STUD (FACE-NAILED) 2 -16d 2 - 16d i 24" O.C. o square foot of door area. H 0 LD 0 WN HEADER TO HEADER (FACE-NAILED) 16d 16d 1 16" OC ALONG EDGES 5. Skylight shafts shall have a minimum insulation value of R-19. ° a- 6. Garages - front, sides, doors, interior shall have max. U=.40 ko TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2 - 16d 2 - 40d PER STUD 7. All fireplaces hall be provided with a damper for outside combustion HURRICANE CLIP HIP CORNER PLATE ® W air 150-200 CFM. All flues shall have tight seated damper with I BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST 2 - 16d�'2 2 - 16d�';2 PER FOOT a max. air leakage of 20 CFM. All fireplaces shall have tight- SIMPSON STRONG TIE SIMPSON STRONG TIE (HCP) OR BLOCKING (FACE-NAILED) INSTALLATION OVER PLYWOOD IS fitting non-combustible doors. FLOOR FRAMING 8. The Contractor shall submit the design, size and type of mechanical AMA ACCEPTABLE AS PER MIN. NAIL HCP - 2X MEMBER SIZE systems which will be used, in sufficient detail, as required by PENETRATION (C-2003 PG.11) HCP - 4X MEMBER JOIST TO SILL, TOP PLATE OR GIRDER' (TOE-NAILED) 4 -8d 4 - 10d PER JOIST the Building Department. 9. All thermostas shall be adjustible from 55 degrees to 85 degrees BRIDGING TO JOIST (TOE-NAILED) 2 - 8d 2 - 10d EACH END Farenheit. ko 1 10. All ducts and pipes shall be insulated as required by code. • BLOCKING TO JOIST (TOE-NAILED) 2 - 8d 2 - 10d I EACH END 11. HVAC Contractor shall verify heat loss calculations. W BLOCKING TO SILL_ OR TOP PLATE (TOE-NAILED) 3 - 16d 4 - 16d EACH BLOCK 12• All cellar and/or basement doors shall be insulated. 13. The Architect certifies that to the best of his knowledge, belief, and LEDGER STRIP TO BEAM (FACE-NAILED) 3 - 16d 4 - 16d EACH JOIST professional judgement that the plans are in compliance with the Energy Conservation Construction Code of New York State. LL JOIST ON LEDGER TO BEAM (TOE-NAILED) 3 - 8d 3 - 10d PER JOIST BAND JOIST TO JOIST (END-NAILED) 3 - 16d 4 - 16d PER JOIST BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2 - 16d 2 - 16d PER FOOT ASPHALT ROOF SHINGLE NOTES Seal: ROOF SHEATHING ~- 1• Asphalt roof shingles shall have self-sealing strips or shall be PANEL INTERMED. interlocking and shall comply with the requirements of ASTM D3462 4 � (y,. � EDGES_ _ _ _SUPPORTS CUT otfr 2. All fasteners for asphalt roof shingles shall be galvanized steel, - Use every other nail y wh p� l STRUCTURAL PANELS INTERIOR ZONE 5 8d 10d 4" 6" stainless, aluminum, or copper roofing nails. Fasteners shall be minimum MTS16 hole in a row to LENGTH rLL i> 4� i PERIMETER EDGE ZONE 5 8d 10d 4" 4" 12 gage shanked with a minimum 3/8" dia. head, and of sufficient length provide the END S' 9i1 / to penetrate through the roofing materials and heathing. code-required LENGTH GABLE ENDWALL RAKE WITH " LOOKOUT BLOCK 8d 10d 4" 4" 3. Asphalt roof shingles shall have the mimimum number of fasteners as minimum required by the manufacturer. Center-to-center �r ,'„O '31�� i lrj C E I L I N G S HE A T H I N G 4. For normal applications, asphalt roof shingles shall be secured to the roof MSTA36 LFTA spacing for nails 7vi w. - - with no less than four (4) fasteners per strip shingle or two (2) fasteners GYPSUM WALLBOARD F5d COOLERS 5d COOLERS 7" EDGE / 10" FIELD per individual shingle. 5. Asphalt strip shingles shall have a minimum of six (6) fasteners per shingle CS20 CLEAR W A L L S HE A T H I N G where the eave is 20 feet or higher above grade or where the base wind SPAN PANEL INTERMED. speed is 120 mph or greater. EDGES SUPPORTS STRUCTURAL PANELS/ INTERIOR ZONE 6 8d 10d 6" 6" GENERAL CONSTRUCTION NOTES HARDBOARD 4' EDGE ZONE 6 8d 10d I 6" 6" 1. All work shall conform to the requirements of the New York State Building Code; „ _ all work shall also conform to the requirements of any other Codes and authorities CLEAR 7/16- 6d3 3" EDGE / s" FIELD having jurisdiction. The Contractor shall obtain and arrange for all required permits, FIBERBOARD PANTELS: / � g j 9 q P SPAN Provide �„ END 25/32" 8d 3 - 3" EDGE / 6" FIELD inspection, certificates and tests. minimum end 8 LENGTH distance U) GYPSUM WALLBOARD 5d COOLERS 5d COOLER�> 7" EDGE / 10" FIELD 2. All foundations shall rest on undisturbed soil of 1 T.S.F. bearing capacity, contractor Y -, shall have the level of acceptable bearing strata verified in the field. STUD TO STUD CONNECTIONS Equal number PARTICLE BOARD PANELS 8d 8d SEE MANUFACTURER of specified11 � � O U SIMPSON STRONG TIE CS20 OR LFTA OR (2) MTS16 nails in each I >_ F L ® ® R HA T I-II N G3. All concrete work shall conform to requirements and recommendations of Simpson Strong-Tie ACI-301-96 "Specifications for Structural Concrete for Buildings" (fc'=3000 psi); All CS20 X 36" AT 32" O.C. MIN. WITH (6) 10d X 1 1/2" end CS Coiled Strap w w j " exposed slabs garage slabs, and steps shall be 3500 psi air-entrained. Reinforcing steel NAILS AT EACH END WITH (1) 10d AT CENTER - LU 1" OR LESS 8d 10d s EDGE / 12" FIELD INCREASE TO 10d COMMON NAILS IF NAILING THROUGH STRUCTURAL PANELS: shall conform to ASTM A-615 Grade 60. GREATER THAN 1" 10d 16d p 6" EDGE / 6" FIELD SHEATHING TO FRAMING OUJ 4. All framing members shall be Hem-Fir #1 (Fb = 975psi); provide (2) 2x8 header NO NAILS ARE REQUIRED WITHIN "CLEAR SPAN" AREA w W 0 over all wall openings, unless otherwise noted. - SEE DETAIL AT RIGHT = ® 0 5. Micro-lam girders (ML) shall be laminated veneer lumber with E=2,000,000 PSI. OR LFTA AT 32"O.C.� V O W Fb = 2,800 PSI, as manufactured by TRUS-JOIST McMILLAN. OR(2) MTS16 AT 32 O.C. _ } NAILING NOTES ~ Z ! 6. Double frame around all openings, under parallel walls and under bathtubs. Provide ' 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON CENTER AT THE PANEL EDGE. IF WALL Simpson hanger connections at all flush structural load bearing conditions. 0 0 O U U) 0 SHEATHING IS NAILED 3" ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS W Z FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES,1 SHALL BE USED L1J W 7, All concrete block shall conform to ASTM C90; Mortar shall be type "M" wUJ I TO MAINTAIN THE LOAD PATH. 4X4 WOOD SIMPSON H3 Y" DIA LAG _ N WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS ISHALL BE 8. All steel work shall conform to the requirements of the AISC "Specifications for POST HURRICANE BOLTS ® 16" Q z 2. WHEN Ll.l I- � I PERMITTED TO BE REDUCED TO 1 - 16d PER FOOT. I Design, Fabrication and Erection of Structural Steel for Buildings". Steel shall conform CLIP C� 16" O.C. � Q 0 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED; CHECK IBC FOR ADDITIONAL to ASTM A-572(GRADE 50) and A-501 O Z 0- 0 REQUIREMENT'S. O Z 4. ALL QUANTITIES ARE BASED ON 16" OC SPACING FOR RAFTERS, JOISTS AND STUDS. 9. All electrical work shall conform to local NEC and Underwriters Laboratoryrequirements. „ UJ q 1/2 ANCHOR BOLT 5. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH SIDE OF THE 10. Pre-fabricated fireplaces and flues shall be UL approved. SIMPSON STRONG-TIE Y2'DIA. Q ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. I WITH LBP 1/2 (2X2 MAS THRU p 11 6. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONES ATTACHMENT REQUIREMENTS SHALL BE USED. . Install smoke detectors and carbon monoxide detectors in accordance with all WASHER) BOLTS 2 W state and local code requirements. u7 W DOUBLE JOIST ® POST r �q (D LIJ (ONE EA. SIDE) 0 (� SIMPSON I DESIGNED IN ACCORDANCE WITH THE 2015 INTERNATIONAL AC4 EA. U26 HGR. E L--''`•-SIDE ® 16" Z H RESIDENTIAL_ CODE FOR ONE-AND TWO-FAMILY DWELLINGS & THE U Z Q II,, II e 3 '2 V .�\ SIMPSON P644 0 NY STATE Z_016 UNIFORM CODE SUPPLEMENT .. POST BASE a a I ° 0ao QoQ a° a J o p°Q Q o Date: Drawn By: 4, a z cD CLIMATIC & GEOGRAPHIC DESIGN CRTIERIA d NOV. 02,2016 ME Scale: Checked By: N co - GROUND WIND DESIGN SEISMIC SUI3JECT TO DAMAGE BY WINTER ICE BARRIER FLOOD AIR MEAN N SNOW WIND TOPOGRAPHIC SPECIAL WIND WIND-BOURNE DESIGN FROST LINE DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL SILL PLATE TO CONC. END. CONNECTIONS PORCH /DECKZJOIST CONNECTION DETAIL AS NOTED RAH LOADSPEED MPH EFFECTS REGION DEBRIS ZONE CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. REQUIRED INDEX TEMP. USE ONE OF THE FOLLOWING OPTIONS: Drawing Number: N ° N/A PER I MOD. TO SLIGHT TO -o 25 PSF 130 NO NO NO R 301.2.2 SEVERE 3'-0" HEAVY MODERATE 11° YES N/A 599 51 1/2" ANCHOR BOLTS WITH LBP 1/2 OR (2X2 WASHER) SPACED AT MAX. 30" O.C. SIMPSON MAS ANCHORS ® S-9" O.C. PROVIDE ONE BOLT WITHIN 12" OF THE END INSTALL WITH (6) 10d X 1 1/2" NAILS co A 1W I OF EACH PIECE OF SILL PLATE BOTH LEGS WRAPPED AROUND PLATE S C.T.M. #: 1000-110.00-05.00-050.000 Project Number: 2016206 14 251-011 4 A-2 NEW HOLDOWN NEW HOEDOWN OUTLINE OF ROOF ABOVE 51MP50N HDU4 F17 F17 F17 F17 F17 F17 F17 F17 F17 F17 T17 F17 F1-- 51MP50N 1111U4 X. 1 12/2/16 PERMIT r•-------- D.S.1 l 1 OUTLINE OF No. Date Revision 25'-0" I ATTIC I = I'-4" O.H. WALLS BELOW STAIR I O L----------J GARAGE NE W HOLDOWN NE W HOEDOWN �- 5(MPSON HDU4 — 51MP50N HDU4 AA AA ATTIC 12" I—JOISTLU I I GARAGE ( I I — — — o — — I " Z ❑ 0) O — I LJ Q Q Ln A A- N 3 2•I I I I ' — — — — — — O Z Ir II A-2 A-2 I — 2 x 8 R.R. @ I G" O.C. — — — — I W ^, m I — — — — — — I , Z `V II II xo Q ko t — I �— ( ❑ r— OUTLINE OF DOOR � � OUTLINE OF DOOR � I ` , co ko o I I � o 0 I I W - ❑ 0 CEzLU N U LU LL- 1 1 -8 (2) 2 x 12" HDR 1 11'-5" (2) 2 x 12 HDR II — — ko UJ RECESSED I I O O FOUNDATION WALL. �� I 4" FOR DOOR 2x8R.R. � IG O.C. ") I NE W HOLDOWN NE W HOLDOWN RECESSED RECESSED 51MP50N HDU4 2'-3 1/2" 9'-1"TRIMMED OPENING 2'-3" 9'-1" TRIMMED OPENING 2'-3 1/2" 51MP50N HDU4 FOUNDATION WALL. FOUNDATION WALL. I ( I I O 0 SEE DETAIL SEE DETAIL 251-011 p seal: - �----- - - - - - ---------- A. 1'-4" O.H. CTR22010 C12 CTR22010 (2) 2 x 6 CONT. 2'-2" 9'-4" M.O. 2'-0" 9'-4" 2'-2" �` °a23Q0'1 (fie• 25'-0" 10;z N w2 ws w2 L11 L11 L11 L11 LUJILII L11 Ll I L11 3'-4" 3'-4" PLAN 25'_0" NOTE: 3 R O O F FRAMING PLAN 1 FOUNDATION SEE SHEET A-0 FOR REQUIRED BRACING DETAILS �-i SCALE: 1/4" = V-0" WALL AREA ABOVE A-1 SCALE: 1/4" = 1'-0" 1 GARAGE DOORS A-2 2 FLOOR PLAN W A-1 SCALE: 1/4 " = V-0" J W D W C) w 0 z z w 0 w w = 0 WINDOW SCHEDULE D U U o Cn WINDOW TAG JAMB OPENING WIDTH JAMB OPENING HEIGHT DESCRIPTION MANUFACTURER MFG# GLA55 AREA VENT U-VALUE QUANTITY W // mo -r 0s 8" W I 3'-0" 2'-4" TILT-WASH ANDERSEN 244DH2430 4.08 2.55 .29 1 >- W 5/8" GALVANIZED ANCHOR DOUBLE-HUNJG p TOP OF FOUNDATION WALL 2" G" BOLT MIN. 1'-0" FROM EACH � 7 z END MAX. 3'-0" APART W2 4'-0" 1/2" 1'-0" 1/2" AWNING ANDERSEN CTR22010 ANDERSEN NON VENT .30 2 U ` W (I) #5 BAR CONT. < _ Q T.O.SLAB AT W3 21-0115/811 21-0115/511 AWNING ANDERSEN C 1 2 ANDERSEN 2.52 .30 1 p W J SLOPED GRADE ELEV. 0'-0" U) Q SLOPE •o. ' a W Z _ o o TOTAL 4 W w W —I I I—I I I—I I I I—I I 1-1 I I—I I I o. . o NOTE: CONTRACTOR TO COORDINATE HARDWARE AND GRILLE OPTIONS WITH OWNER PRIOR TO ORDERING WINDOW UNITS a = O 1—I 11=1 I I—I 11=1 I I-1 I I=III—I B. L-b00 o a o 0 0 0°0 °0 0 III—III—III—III—I 11=1 I I—III to 0°o o coo°o o°c90°o 0 U I I I—Ipo a,-o°o�o�oo�o�8on U, I—III—I I I�III D .: �� � � G MIL VAPOR BARRIER p DAMPPROOFING AS 1 v ' ° "� PER SECTION 40G ° o' FULL 2"x 4" KEY DOOR SCHEDULE z p POURED CONCRETE 0 0) c FOOTING (3500 P.5.1.) JAMB OPENING JAMB OPENING 0) 3 TAG (WIDTH) (HEIGHT) MANUFACTURER DESCRIPTION MFG# FINISH LOCKSET REMARKS a Q D Di 3'-0" G'-8" T.B.D. HALF GLA55 wit JELD-WEL PAINT/5TL 5ECURITY W/ 11-411 (2) #5 BARS CONT. 9 DIVIDED LIGHT DEADBOLT Date: Drawn By: N 12" O.H. PROVIDED - REQUIRED O.H. IR D2 9'-0" 9'-0" T.B.D. IN51ULATED GARAGE T.B.D. PAINT/ALUM BY MANUFACT. CLEARANCE TO BE VERIFIED BY NOV. 02,2016 ME co OWNER PRIOR TO CONSTRUCTION Scale: Checked B M y: DETAIL AS NOTED RAH N 3 SCALE: 3/4 Drawing Number: " = 1 - a LL W cct L N S.C.T.M. #: 1000-110.00-05.00-050.000 Project Number: 2016206 ii s N 1 12/2/16 PERMIT NEW FIBERGLASS ROOF WITH RIDGE VENT. STYLE No. Date Revision AND COLOR TO BE SELECTED BY OWNER ' ROOF CONSTRUCTION: TOP OF RIDGE 2 x 10 RIDGE - 18" OCTAGONAL "2 x 8 ROOF RAFTERS NOTE: ELEV. + 18'-9 3/4" GABLE END LOUVER @ I G" O.C. WOOD I-JOIST: ■ - 2"x G" BOX END BOISE CASCADE ENGINEERED WOOD ® - I"x G" FASCIA 12 PRODUCTS - AJS 190, G" GABLE FREIZE BD 12 - 1/2" CDX PLYWOOD 1 ■ - 1 5# BUILDING FELT 7 PROVIDE CROSS BRACING AT (3)THIRD 2 x 6 COLLAR TIES @ 32 O.C. SPANS OF JOIST. 0� 7 - FIBERGLASS SHINGLES JOISTS MUST BE INSTALLED AS PER W �0 1/2" PLYWOOD SUBSTRATE MANUFACTURERS INSTALLATION GUIDE. ALUMINUM GUTTERS AND THE BUILDING O 11-411 fT (GLUED/SCREWED TO JOIST) ■� Z O LEADERS TO GRADE FOR TOP OF WALL 1J – CTR4010 12 CTR4010 -- 117/8" AJS 190 WOOD I-JOIST @ I G" O.C. ELEV. + 1 1'-0" _J Ln EXTERIOR WALL SiCONCE ITS2 SIMPSON TOP FLANGE HANGER 3: 1'-4" WALL CONSTRUCTION: W O.H. ® Z � AS SELECTED BY OWNER 1'4' O H 1'-0" O H 1'-0" 0.H. .5G/I I .88 (BOTH SIDES) f u 1 W ^, - 2"x 4" STUDS 1.�I - (2) 2"x 4"TOP PLATE \ Z - (2) 2"x 4" BOTTOM PLATE / kD o SOLID BLOCKING AT - 1/2" CDX PLYWOOD (EXT.) ,�} LEADER _ V 9' x 9' GARAGE 9'x 9' GARAGE o MID-SPAN. FULL LENGTH -TYVEK HOUSE WRAP I-- DOOR DOOR OF WALL - R-3, 3/4" INSULATION BOARD (TAPE ALL JOINTS) O O - VINYL SIDING Q 4" CONCRETE SLAB (SELECTED BY OVVNER) ■ M EL ,n GRADE GRADE W GRADE ;° GRADE •'. ;. .. — — . . a . A.r' ... a. . ' . ELEV. +0'-0" (VAR(BS) � f _ — — TO DRAINAGE ` ` °. , ; '° Qe. BOT. OF FOOTING W POOLELEV. -3'-0" 7 LL Z 1- 251-011 m W 25'-0" 30'-0" 0 W 1 SOUTH ELEVATION 2 EAST ELEVATIONrA SECTION A-A �-2SCALE: 1/4" = 1'-0" �-2SCALE: 1/4 " = 1'-0" �-2SCALE: 1/4" = 1'-0" Seal: ��.E4 y I' 1°4 •'i'� IC1' tf NEW FIBERGLASS ROOF WITH RIDGE VENT. STYLE AND COLOR TO BE SELECTED BY OWNER 18" OCTAGONAL G" QGABLE END FRIEZE BD TOP OF RIDGE TOP OF RIDGE GABLE END LOUVER (TYPICAL) ELEV. + 18'-9 3/4" NOTES: ELEV. + 18,'-9 3/4" z Z NEW FIBERGLASS ROOF WITH RIDGE VENT. STYLE AND COLOR TO BE 1 . FASTEN SHEATHING T(0 HEADER O ® SELECTED BY OWNER 12 WITH 8D COMMON OIR GALVANIZED BOXED NAILS IN 3" GRID. �— �� 7 Y r , 12 2"x G" COLLAR TIES @ 32" O.C. 2. FASTEN KING STUD TO HEADER OO v 7 UPPER WALL FRAMING WITH G I GD NAILS. W }- W NOT SHOWN 1 U) W _ ALUMINUM GUTTERS AND TOP OF WALL Z Z LEADERS TO GRADE FOR11 T ELEV. +1 1 '-0" p 06 THE ENTIRE BLDG. W �^ (TYPICAL) I (2) 2"X 12" HDR (2) 2"X 12" HDR \ w LLI V, w p ® 0 Z 1'-0" O.H. 1'-4" O.H. 1'-4" O.H. Q r/1 = I -0 O.H. I I TRIMMER STUD 1 1 51MP50N L5TA 24, HEADER TO U V J O JACK STUD STRAP OPPOSITE SIDE J \ 1 z \ 1 OF SHEATHING (TYPICAL) F- W = 11 � 11 ® \ ct C) WOOD STRUCTURAL o 9'x 9' DOOR WOOD STRUCTURAL LEADER NEW VINYL SIDING. v I I PANEL. SEE NOTES. w OPENING = I I PANEL. SEE NOTES. U) U W I COLOR AND STYLE AS \ SELECTED BY OWNER °� 1\ 2 I I U Z j I 1 Q W o51MP50N HDU :5 Q Z 2'-2"1 2'-0" 9'-4" 12'-2" 0 = W .J HOLDOWN (TYP) w 9'-I" TRIMMED OPENING (I) #5 BAR TOPA/ CL z p W Q W Nk OF FIND WALL GRADE O W LLJ GRADE a a . . . a g a.. GRADE a• •. a •° . . ;A GRADE __ _ ---.---------~--------p--� �x,�----------- ---- -----� ^, ELEV. )-C' (VARIES) + J Z _ — — ELEV. +0-0 (VARIES) ♦^ O lD Q TO DRAINAGE — — — — — POOL BOT. OF FOOTING ° _ ' • � BOT. OF FOOTING I- J • • ' - - ° ELEV. -3'-0" 21-2" RECESSED FOUNDATION WALL 21 -211 ELEV. -3'-01" PANEL 8" FOR CONCRETE SLAB PANEL m (2) #5 BAR BOT £ m 25'-0" OF FIND WALL m P 30'-0" 25'-0" Z lo .. U TOTAL PANEL LENGTH PROVIDED: 54" o TOTAL PANEL LENGTH REQUIRED: 48" (TABLE RG02. 10.5) a` 0 WEST ELEVATION 4 NORTH ELEVATION B SECTION Date: Drawn By: LO 3 NOV. 02,2016 ME A-2 SCALE: 1/4" = 1'-0" �-2SCALE: 1/4" = 1'-0" A-2 SCALE: 1/4 -0" Scale: Checked By: N AS NOTED RAH lC! N 3 Drawing Number: v LL w im m L N N ` S.C.T.M. #: 1000-110.00-05.00-050.000 Project Number: 2016206 N E O O q