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HomeMy WebLinkAbout41849-Z SUFFOLIr Town of Southold 8/22/2017 0 P.O.Box 1179 co 53095 Main Rd oy�y�� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39152 Date: 8/22/2017 THIS CERTIFIES that the building AS BUILT ALTERATION Location of Property: 46030 Route 25, Southold SCTM#: 473889 Sec/Block/Lot: 75.-3-2 Subdivision: Filed Map No. Lot No. a conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/26/2017 pursuant to which Building Permit No. 41849 dated 7/31/2017 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: "AS BUILT"ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Schroeder,Ethel of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 0- uu ed Signature S�FFot,r�� TOWN OF SOUTHOLD BUILDING DEPARTMENT C2 a TOWN CLERK'S OFFICE o SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41849 Date: 7/31/2017 Permission is hereby granted to: Schroeder, Ethel 28050 Grossetto Way Bonito Springs, FL 34135 To: legalize an "as built" addition to an existing single family dwelling as applied for. At premises located at: 46030 Route 25, Southold SCTM # 473889 Sec/Block/Lot# 75.-3-2 Pursuant to application dated 7/26/2017 and approved by the Building Inspector. To expire on 1/30/2019. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $624.80 CO -ADDITION TO DWELLING $50.00 To al: $674.80 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 I%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. ''� 2//_ New Construction: Old or Pre-existing Building: (check one) Location of Property: ` ( � House No. Street Hamlet Owner or Owners of Property: ( • gaA&eir°� Suffolk County Tax Map No 1000, Section - Block ,J Lot Subdivision Filed Map. Lot: Permit No. 4 g Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ � Applicant Signature SOUTyo! cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ rSULATION ,&Ue/ �r e-A FRAMING / STRAPPING NAL A &1*9 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION — [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL FINAL) REMARKS: l wobold �X6(L .r lia i aol� , —rVal ✓w ry f DATE INSPECTOR aO��OF soulyo� _ N O a cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINALP/ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E CTRICAL (FINAL) REMARKS: 4.7iltpmlvv� 0 ,7 (A V DATE $ INSPECTOR FIELD INSPECTION REPORT7 DATE COMMENTS FOUNDATION (1ST) ------------------------------------ W FOUNDATION (2ND) z 0 ROUGH FRAMING& c PLUMBING y 0 r INSULATION PER N.Y. STATE ENERGY CODE • -�lo ..r/ t !� • FINAL iOKV ADDITIONAL COMMENTS o VZ X r � o yy� t� b y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO,. : Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single& Separate Truss Identification Form ] Storm-Water Assessment Form J Contact: Approved ,20 ail to: Disapproved a/c Phone: Expiration Q ,20� Building Inspector -- v D PPLICATION FOR BUILDING PERMIT JUL 2 6 2017 Date 21 , 201- 1 INSTRUCTIONS BUILDING DEPT. aT1Q PX e 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 as1erein 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) 0. 3® (Mailing address of applicant) 1� State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises (fq I4— C. o('Ch,lf e (As on the tax roll or latest deed) If applicant�is a i✓q_rpaorafiori;'`signafur'e of duly authorized officer (Name acid,"title:,of.'cotl orate-officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location off land on which proposedork will be done: f o House Number Street - Hamlet County Tax Map No. 1000 Section —75 f Block 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 AM,t Q,u b. Intended use-and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration ✓' Repair Removal- . , Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application)• 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear a epth El­<_j _ Height Number of Stories _j 9. Size of lot: Front Rear Depth M" '' S 10. Date of Purchase Name 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. 1 Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO F 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 distance's 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 * IFYES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) ' being duly-sworn, deposes and says that(s he is the a pp�licant (Name of individual signing contract) above named, CON4E D.BUNT Fi Notary Public,State of New York No.01 SUO185050 (S)He is the Qualified In Suffolk Countv (Contractor,Agent, Corporate Officer, etc.) omm ss on Expires April 14,2_0_&D 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 o 20j-7 kjL 0 Notary Public Signature of Applicant Scott A. Russell s° � � � STORIM[WA\T]ER[ , SiTPERVISORMIA NA.G]EIMUENT SOUTHOLD TOWN HALL-P.O.Box 1179 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 ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑E] A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑E�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 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year f loodplain 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 1-1:9 1 P 4, District NAME 775 -3e n Section Block Lot FOR BUILDING QEPAF';'r:01EN1_LSE ONLY •`` Contact Information - Reviewed By: - - - - - - - - - - - - - - - - - - Date: '�Y! Property Address / Location of Construction Work: — — — — — — — — — — — — — — qD Approved for processing Building Permit Stormwater Management Control Plan Not Required. f /® ElStormwater Management Control Plan is Required (Forward to Engineering Department for Review) FORM * SMCP-TOS MAY 2014 NJ PLAN CONTENTS: ! OCCUPANCY CLASSIFICATION R3 RESIDENTIAL "PROV D h 11 T ® GENERALNOTES WIND FRMING NOTES BUILDING USE 1}RIIDGE-TO4WrERASSEMBLY' o� DATE: 3��, -B.P.r 144 x 20 paupe drop ohs be 11 111 b each pair d rafters in amoorderoe b bbie3.4. BUILDING HEIGHT When a carr 6e N used In leu d a rkbe step.fe number d 10d oonnon nit rsgdred TOTAL S0. FT. OF CONSTRUCTION FE 1 Z o BY_ r-- per„ In socia era d to ooAr M need not exceed to fabuhlsd nrrrrber ort 8d osis into*trap NOT: ` BUILDING r i i A.i;i"v"cG NT AT V CONSTRUCTION NOTES: PRESCRIPTIVE AS PER 2016 UNIFORM CODES SUPPLIMENTAND 1}Tlek�kxrtdonwAhlnlfisddoonsUudsandoams4SleraY68dbbasiCdetgn } DESIGN CRITERIA A, Plvi FOR THE 2 RAFTERTOWALLASSEkBLY: 2015 ICC WOOD FRAME CONSTRUCTION MANUAL 765 1812 SAM i Q LaMrd ltemkp rd dear ml contecfortt fix raft cr tune b pleb dr1 be n ; , , ;S P r C Y v-,,S �t.. trrtsrrterdfsnrlgdslals.Thsf►erskilerdedaeaoonstrudondd,notasubetlkils 0e� � FRAMING CEMENTS AS PER FLOOR PLANS ROSS SECTION AND GENERAL NOTES FOLLQ�JI1tiG �i`: c:���u-�a: tr NW w1h curmt New York a000rderm b bbl 3.3.When a titer or has do not fol h Ane wIN skxb below..vft am codes.dgood heGbtrtidkrppraodlwe oomplawa or EXT. BALCONIES 40 1. FQ�jND' rf01! - TV° O REQUIRED Sbis buldnp oaks.ler OertNd Owrrtracior a reoparbie for prwldrg darrdad i con*ucbn dstdit and proeedcrst b srr►n•prdsnlonrly lhlrled,sbnrdrrsiy b foe rrai eWd tuft upAt oasedae.Rccf a ovarinarr fknp fro Moa side dfe btnldlrg DECKS 40 FQ POURED CQ('�C R ET E t S OD soudand awa trerprodaompill product shall be mi wdsdwithupMoonNof In noadanosw1hIIoble3.3m ATTICS w/o STORAGE 10 2. RQtIIGH - FRA►�u:NG & FLUME!NG w ATTICS w/ STORAGE 20 3. INSULATIOIN 2}The Gerard CaMrecbr to napaetbe for enum' #W d wok and aorn6ucbon 3}WALL TO•WALL ASSEMBLY., DESIGN LOAD CALCULATIONS p msharmtiII j@ jL bia,oanQ►ardloalaodes,adknanoesand reprlalare,eft. WdsludsaboraandsbxbbebwalloorlwelaWbealhc' wAhwRaosimcft n ROOF (GROUND SNOW LOAD) 25 4. Fl rnL - CQNSTRU070N MUST � O M Thsss cods,ars to be oonsidersd as part its,spedllood"brtti buNdlnp diad aooader+os with Debt°3.3b.When wd surds abatis do not Id In lnswlOr surds below,the (LIVE LOADS PSP) ) QMPLETE FOR. C.Q. '0 NudsdWbesnadvedbaoarnmonmsmbsrnthsborsesennblyvAMWEoanuft In ROOMS (OTHER THAN SLEEPING 40 r�- dwuldbesdheredbow finwrlonoew1hftPln. ROOMS (SLEEPING) 30 SLIALL E C awwordencewehble3.3 ALL CONSTRUCTIONfi,iw tG;EFT THE 8}Dlrreebrrs deal fairs pnsoedNnt over,coed drawlps. STAIRS 4p S NOTSCALshdWeNCS). 4}WALLAS�t.YTOFOUND�ATIOlt R^QKI TATET NOT RESPONSIBLE FOR (00 Fletwsiekdtairolbecardreedbtebtadaiar,Npets orbalbrnplatsvrlfrupiR GUARDRAILS ANY (RECTION 200 YOn IS i 4}The hasnotbssnenpapsdioreornitidfonsupervlNonandaswmssno connedos Sid'aps"he es.r6inru. anbedrao of7kdusnconaeb EXPOSURE CATAGORY DESIGN 111 OR CONSTRUCTION ERRORS. nNposo oon*udlon000rdkrtlnow1htrooplarr,norresponsbAtq►for lbudabonardshbaEpads.l3ndInmoux"bbdtburds5rr6dleppedunder LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION oaneludonartarr.rrnsfads,ddsiigrMs,eaqusnoss,orprocedcns,orbrsatsty 1�t and In �m � whPPb M ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE premidar s and propartts In aorredeon vrMr to work.There are no wearies for a bottom plske,3 kWh equw Wates did be used wlti the anchor Daft Arlohwr boli EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE l b axpseesd or knpftd n spackg be spoosd and sbo d in aoaorddnwe b rice 3.2a.1n a I ft bft ape , NAILING SCHEDULE SEE GENERAL NOTE P AGE _ _r an da haft are b be spiced between e-12 Indra tom fe and d e elphh and al ` f epeoiic use the use d f+ea phot s U i S J�-�, �; I - _. JA f., 4 Refer b the Wkdow and Door sdrdiior a ft lar opsnkps. i { ' 7r FIRE PROTECTION SEE FLOOR PLANS 8}The Gal"Cadredor ls b ensue Boat moaorxy ar preibraced flrsphcas nese 3}TYPE I ocrta M SHEARWALL CONNECTIONS SMOKE & CO2 DETECTORS � orwomb meiubohne% rondappAatbhoades, TypsltrOsrbrdieerwasAswlAramnkneTRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION aibdrd w1h ad ocomm nor at e•oz.d the pond adpa and 1r or.In to odd,and 7) Tea 0rnsral Cwrrbactor M to oarui vrMr to owner oral tri h bens 112 kwm h gyp rn waoo d on the a Vmbr aiadrd w1h 6d cower ne fa ai T al at panel ENERGY CALCULATIONS RESCHECK 4.6.3 spe requk hn be e suds as boolresatt,st»wIrp,pandry,GiwesAs,tient.etc eta and 10•o.m n ft Mid d W n o aoow ndanoe Mn fro peh anwne dlad �� .e .. m ntable;s.ltsab. _ _ �ti; 8}wed bed nequMnrw,te diad be tato tnb sr000rrrt durkp oonabrxdlbn. e}TYPE a DCTERtoR sttEARwAu.ooMJ�noNB (Wood Framed Cotlebnx art Marl 2015,Paged 149 and 19Ci) -�- _.. 4 i t I.... '- _ . _ '; FOUNDATION NOTES: Type ll wUrbr deawaAe dW meet the re Monrrta dhotis 3.,tb b tines s>s approprhb Tate 3.1 Naft sd>adl,ie - - wgn sclu tr»nt trdnra In 1"3.18. Number d Number d t}The Gerrard Contractor 18d Irtaeon b wiry pians,eMvedom dsbals and roes b +� d.bN,rrre Ir>tdrndad h.btrie d tlddrd ttoor(s)above typbd tar.ds• 7}KrERiOR Si•IEARWALL CONNECTiONs: Joint Desai Carsrnon Nada Box NaI'� Nail S Q Akwiable aide"brgfr provided n tabs 3.14 dial be pen, b be ncreaesd when ROOF NAILING ;` `4 r')t " / j rl 2}Al botnpe b net on undlekrrbed(vkpfnt)SOL Mwmed bwft 3=W k*dor derwWb are tmd.Sheafrtp and wasec7orrs dial be n amor rdrroe wilt ��3.,r`" A t:i a�� l) 3}Provkls 1 rl ogsnalorn)ant nrrsisridi toelwesn canasta atebs and abuRkq 2.4.4.2 and 224 respecively. Ratter b Top Plate(roe-looted) 3-8d 3-8d Per rafter 1'��� .Q cantata ar nw asy wok oocratrp n soderbr or unhealed huh areas. 8}CONNECTIONS MOUND EXTERIORist b WALL OPENNOS: coanp JoTop Plebs(Toe-need) 3-8d 3-8d per joist � ��� U N L �. V F U L .a.► Hoeft and/or gWor oorsediona del be dtaded wlh LqM carsred dr—in F. Cdrlp Joist b Parallel PAW(Face-W4 5-16d 5-16d each lep ; ;">_4 t 17 � r- y^►/{-g- 4}Any new carorete wok being atladed fo exidIrp ow 0I eauc t rs red W&3.&wneow as pedes*4 be haus dial aarrtcbae In acacia cin*wMr table CeSng Joist�Over P TMA-MK 5-16d 5-16d each lap: r l� � l ��1-1 � -10 I be kwbM wlh#4 rs•bar,18•knp at 1r o a..Ute spWM epaaf r krhlaiac g 5, Collar Tie to Rafter(roe-na"ed) 2-10d 2-10d Per tie - .0(3 U RA, "C y I 5}driest drerrNae toted,r dabs on pale b be 26M p s.i-Const b be 9}CATHEDRAL CELING ASSBABLY: 30ddngb Rafter(Too ndiam 2-8d 2-10c each and poured on 4 lrcin frk k and or pawl N with era wls mesh relflorokp I-ANlor sets Wtrn a rldpe b b be used n e allAX ud boom,M raids std drier be nokded and b be nM7tirern 3-112 nch Okk and aed on by d the boa n or dope casrciors diad be ceded b each r@ftr4D kips Rim Board t0 Raft 2-16d 3-16d each end sbM 8}Crawl spaces b bs presided w1h a me .m. 18'x?A•sootes opo irp Instal one �ft ova of r b to rklps and cal sets be be WALL FRAMING • 8x18 end Iran loum%ft vent for eq.t.d area �150 p Top Pia+ b Top Plate(Pave-n�4ed} 2-18d(1) 2-10d(i) per loot DECK AND COVERED PORCH NOTES: 4-16d 5-16d ,sal side 7}Danrpprod extortor orfardefin n vrlh bikm n m coo"as per wA 18408 d Top Plat"at In actions(Face-named) � N.Y.S.RasidenIII M Corrtrrrtlon Cods.A" Nm del be aPP10d over 4Unless odwwlse noled,M fnrnlp neW b be ft ACQ promuro trsslsd krnber. Stud b&ud(Fad 4*116d) 2-18d 2-16d 24.O.C. 1hs bd w orad,pardon dederb wit pnbr b M hwo ms,logo a and anchors b bs palvintead or sfakises deet. 1 lesda b Header(Face 16d 18d 18""along edges 8}Dniepe as par seclbrn 8406 of N.Y.S.Rnidenrld Carhuchan Cods. 2}Gliders for deck Jaffa lobe bohad to each part weft woot+as and nue: GkIe s on concnbs pins dei be arndorad with properateet carrr:lwrs a iia Top or Bodom Plata b Stud(End Nall 3-16d 2-40d per wild FRINGAM NOTES Irrb odic wHh a mk*mmn lre dh x T lapcedar bok wMn ens wahand nut. 1}A!thtmkop hdarigros end maenoe.ae pe.cripaw d.dpi d 21)15 3),pad suppor"pirdns del be endda b s 12'k1nir thick concrsbsi w ft Edison Wood Por"Coratnr don Manuel. We a rnrinnxrn tial ad x T brp anchor bol with vrarners and mAL Food w erre) }Unless oionwhs noel,r 1hsrMp and stnxdaaal wood mabNW b los f2+BTR. to 31L below Wade.Concrete plers b be used w1h al pordnaaldecb VAh nocb or psrphs. 2UrrlUnl Douglas Fir. }Deck puns b leve t>toddrg ed 8'0 o c. Botiom Pie%b Floor Joist,Bend Joist,End joist or Mod ft(F 2-18d(1,2) 2-16d(1.2) per foot � w FLOOR FRAMING 3}IFloore,war,*Argo and raft b bo spaosd at 18 krchas o c.unisss noted 5}A rendre d i0"iad& del bs karial, between ft' 0-1 and iodgar. olowee. loopier b be bstened b b OO C wkh Ill da.bolts w1h wedo ad ma Joist b 3141,Top Plale or Gkder(foe 40K 4-8d 4-10d per joist v NO 4}Urieas aeerwhs nMed.al baring wd trains b be(2)2x10 02+BTR.Dare.Fir. needed n$b JOilt 1T09 2-8d 2-1 sect end Bsrkp w fi headNe b nava(2)jack shxk end(2)fil length arias an este dds dog 8}Cenorob pins s dbe a rNnIrmim e•above grade. Bloddng b J R 2-8d 2.10d each end oprrinps LVL ire-rters b true(3))acts studs and R)f,l ier4p atuce on SaCh die Blocking b 81111 or Tap Plate(Toe ailed) 3-16d 4-16d each Diads opNrIr n .Htartp wd whd w of shat also have(2)Wixbm M partes for 2x4 war 7}Al)obit b be tuppatod wih Iagne and andras Each Joist ehd also be endrored h-h- 4 Ledger b BeOrn� � 3-16d 4-16d each jai8t opeNnpa n '1 oto e'0 ernd 2x6 wad openp Ns belsm 911 and M Provide fis to Odn(s} and bbddrg where oppfaae• Joist on Ledger b Beam(I`b"81" 3-8d 3-10d per jofit 4 Al tuoh bsernaRmoda b be' II wlh heavy duty q*Mz ad l'nrpra and a}Covered Roole dun be swarnbled and anchored to manner as a tA*W buildicp. Band Joist bst(En Jold-na'bd) Odd WIM Ill�.ble,w.A 00r.8001 )*IL PLUMBING NOTES Burd JaW 10 Sal orTop Plate(rowftallea) 2-IN(1) 3.10d e (1) Per of 8 Matt up icor Mo under wale fiat run punier b fe tbw joist and under botA bun 1}N water xvpry,dnktaps and vwft b ba b Iced sopar N Y.S.RrNdNrtld ROOF SHEATHING Fbarelohirvemar, Ile lolled"bs nrMed for proper bod aapedty'tried noted COrtdnxdm Mode Stihic4iral Pat (Sea Notes 4,5 and 8) on tis• 2}Velli aspic syslnn vA the Ergh"br SW*County hearth Department eppovd Inbrior Zone 6d 10d 6-edge i 17 fiM 7),Provide bbcidnplbrIldit In fouroft at e'0*A.Un told bkxbv In floor johnP� 8d 10d 6.edge 16.field under d beenkp wok 3}N waA duds,plalks or joiaba aroout cut dung irrdalaaon brerW pkanlllg releed work, �IAr19 . 8d 10d 6-eche/6-field pwide adequeke brackp and pbtae b poed and,sfee dnr ou 1 chn.Vertry wMn fe Gable End Relae wflh up b 1 Rake O"Ifte 8}Provide in suntan belles d esve vents bslwsen rdhrs!Hall draft hbddng n arcs Gods and mw4dooltn's,am mi erdalar for mw*mm hods dao and apedv perntb . CEILING SHEATH NG r"°d°. HVAC SYSTEM NOTES Ii}Uniees od o Wee nobd,r roofs and web b have a n iliiUrr Vl thick,4•piy Fr 1}Medrartic d ac�oontaobr a roaparrbe br ad»rkp b d appicdole Gab*and abty Wlaiwom 5d mall$ 5d odours T edge/10-fteld CDX sx*kx&W kV Web plywood.PVNOW b Dover war pees and WALL SHEATHING 10 Unett afurwlee nobs use 214•fisc Taxi Pias Ria or Mvrclteh plywood eubioor 2}�HVAC atconfador Is b lbly oowrdkrote al aysem dote and mor kennernb wW fes Shxtural Panels(8ee Nobs 1,2,and 3) 8d 10d r edge 112"livid a�wNh PtA00 aniresM and aonsrwd b Dor jwids.FlrrirMd lbor b be kselaled liver wrblbar a.per manicdaw'a nstnxdiorr. 11}N batraoan cis b true 1lt a>idc art shestrodc 3}HVAC Nrboa'rtaobr b proAdsfnd dyebdm byout dtawkp and submitk b foe Gsnral 5d CDOlera 5d an niaf I r edge/10-Paid Cry,waft rd oaArps and oust frrewa bClava 61e'fofcktype-x drsetrodc A/Gfrr parts d buldlrg Cord odor and owner for rkel review and appovd GYMM Wboard b peva ryuier ill dwlat M waft b bs taped rd tIrrlslfed. ELECTRICAL NOTES: Fl-OM SH"ING 14Al rod wlh s pick bn fro 4:12 shat be ksEaisd with n W&Water banter a 1}M 111'r d lobe neeied ae per N Y.S.Redktm Oartrudon Code. Stnlctral Panels approved orb e W�W be w*d W h a Ftberphe base diN t w1h an EPDM 2}a aeaAoel wok*tel los 1-or lm 8d 1 N 8'Edge/12'ilald approved by a gLts"W UrndenwdW. 13}Ai aA plats and wood In oanb 'wfh canaebe to be pnaNprs treated SA ghee b 3}hitt Snnoka debsdore and Carbon Monadds deldcI tsaphcut as par aadon P317 (1)Na4 V mqukwwb aro based on wall shmdit need 8-on-center at the paid edge. Allemol b rrellirtg adrodules trtimll be hdaied wth a loom stl gW*and copse x lormb OW or approved equal. of N.Y.S.Resbrrfd CorWnrdlon Code. be used where wd s Ing naft is reduced. For a= ipb,If Wal ahealrling is nailed 3 inches on-center at the palet edge to obtdn higher gm cpledtles,ndbV mqukernerita for s1ruc aft members shall be doubled,or alen oonnectm shall be used to mainkin load path. (2)For wan sheathing WiM 4 feet d the camera,N bur fb01edge zone Zbdlrnent requirement*sW be used. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA (3)Tabuiated 12 Inch 0.a nal spacing assures Wd 910dhlq erected b stdhmtp members with 0.42<13<10149. Wind Seiemic Frost Una Termits Decay Wk ter oe Barrier Flood Hazards (4) Forr(ddimft wiltrh 4 teat of ft pertrriebf edged the roof,including 4 feet on each fide d she roof peals.fee 4 footGroU � Speed Depth Design Jndedayment perimeter node oftc hna t mqulerrlonts do be used. Temp. Required (5)Tdxk bed 12 Inch or.real qIsalhg MUM rod 8111021t ling attadW b retber/toss hmIng members With G>OA9.For 25 paf 140 mph B Severe 38 in. Moderate Sliglht to 15OF Yes hag rttert>bers With<101.42<G4.40,�nAll spacing shai los reduced b 8 Irdsa o.c ��. to HeavyModerate (8)Forwlnd speeds pew than 138 mph.blodft lsogi nrWch t mnsfers sheer lied b Hao addMml rtAftera(3 mflem in :..., P"Fk, Ma elxberior arcel oft,gt�ireniaed bOx�IN= perR�ibad b be sube8drbed for oofrrrlon eons. � . I N LO IT WIND RESISTANT CONSTRUCTION CONNECTORS >. DECD & PORCH CONSTRUCTION DETAILS 8c WIND LOAD PATH CONNECTION DETAILS CONNECTION LOCATION PART NUMBER NOTES z v - 4x4' POST TO FOOTING ANCHOR PAU44 OR W 44 PAU4 wl MIN. 1 IA. x 7" ANCHOR BLT �- u 6x6 POST TO FOOTING ANCHOR PAU66 OR WE66 PAU66: USE w MIN, I2" DIA. x 7° ANCHOR B LT 4x4 POST TO GIRDER HEADER PBS44 PBSE44 KC44 USE ONE TYPE FOR EACH POST •� Obi 6x6 POST TO GIRDER HEADER PBS66 PQSE66 KC66 USE ONE TYPE FOR EACH POST N Ca .-•t POST/COLUMNTO I H A TA12 OR LSTA24 USE 2 FOR EACH POST COLUMN -� CO RAFTER STAIR STRINGER CONNECTION TM1126 OR MPA1 USF ON FACH STRINGER ON N RAFTER JOIST TO HEADER TYDOWN RT15 USE FOR EACH RAFTER TUSE ON EACH RAFTER. MPA1 USE ONLYO 0 M RAFTS '� RAFTER TO LEDGER BOARD TMU26 OR MPAI WHERE TMU26 CAN NOT BE USED LEDGER USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. O Ol FOLLOW MANUFACTURES RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. tn V .A RIDGE HEADE O1 Table 3.1 Nailing Schedule(Wood Framed Construction Manu el 2015,Pages 149 and 193) � 1.0 RAFTS Number of umber of Joint n Common Nails Box Nails Nail Spacing 1 ROOF NAILING Rafter to Top Plate(roe-nailed) 3-8d 3-8d per rafter j TYPICAL RIDGE TO RAFTER STRAPPING RAFTER TO WALL CONNECTION ALTERNATIVE RAFTER TO HEADER CONNECTION CefingJdsttoPorallel (ft(Face 3-6d 3-8d each la I ! Gelling Joist to Parallel Rafter(Face-naiad) 5-16d 5-18d each lap I Calling Joist Laps Over Partitions(Face-nailed) 5-16d 5-16d �lap L Collar Tie to Rafter(Toa-nailed) 2-10d 2-10d Blocking to Rehr(Toe nailed) 2-8d 2-10d each end STAIR T R E A Rim Board to Rafter End Nailed) 2-16d 3-116d each end GIRDER/HEADE WALL FRAMING 2 RIM BOAR Top Plata to Top Plate(Face-nailed) 2-1 sd(1) 2-18d(1) per foot P O S T T Plates at intersections ace-nailed 4-16d 5-16d Top (F ) Joists-each aide Q °° G st,a sora(Few-Welles) 2-16d 2-16d 24"o.c.POST/C0LUM Header to Header Face-railed) 16d 16d 16 o.c.along edges RIM /DECK J 01 ° Top or Bottom Plate to Stud(End Nailed) 3-16d 2-40d per stud 4- S S_T_; 0 STRINGER TO DECK/PORCH CONNECTION GIRDER/HEADER TO POST/COLUMN CONNECTION 0) 4— Bottom Plate to Floor Joist,Band,hist,End joist or Blocking(Fact:-Nailed) 2-16d(1,2) 2.16d(1,2) per foot �Q POST TO DECK/PORCH CONNECTION FLOOR FRAMING Joist to Sill,Top Plate or Girder(Toe wiled) 4-8d 4-10d per joist Bridging to Joist(roe-nulled) 2-8d 2-10d each and Blocking to Joist(Too4viled) 2-8d 2-10d each and Blocking to SIH or Top Plate(Twiriafed) 3-16d 4-16d each block Ledger Strip to Beam(Fewailed) 3-16d 4-16d each joist Joist on Ledger to Beam(Toe nailed) 3-8d 3-10d per joist GIRDER/HEADE o Band Joist 16d 3ddjoist BanJost Sill or TE (roe-nadZ- 6d(1) -16 (1) per W Q N GIRDER/H E A D E o ROOF SX ATHING � POST/COLUMN J01 ST —Q Structural Panels(See Notes 4,5 and 6) Intador Zone 8d 10d 6-edge/IT field P 0 S T/C 0 L U M Perimeter Edge Zone 8d 10d 6"edge/6"field (n Gable End Rake with up to 1'Rake Overhang 10d 61 edge/6"field 1 GIRDER/HEADER CEILING SHEATHING M Gypsum Wallboard 5d txx>fers 5d coolers r edge/I ir field WALL SHEATHING �. Structural Panels(See Notes 1,2,and 3) 8d 10d 6-edge J 17 field W GIRDER/HEADER TO POST/COLUMN CONNECTION GIRDER/HEADER TO POST/COLUMN CONNECTION JOIST TO GIRDER(HEADER CONNECTION 5d coders 5d coders r edge I 10"field Gypsum Wallboard FLOOR SHEATHING Structural Panels 1-or less 8d10d 6-edge I IT field I (1)Na1Ang rewirements ane based on wall sheathing naiad 6-oncentsr at the panel edge. Alternate nailing schedules shall j be used where wall sheathing Trailing is reduced. For example,lwag sheathing is naiad 3 Inches ons at the panel edge toobtain higher shear capacities,nailing requirements for struchxaal members shall be doubled,or alternate connectors shag be used to maintain load path. GIRDER (2)For wag sheathing within 4 feet of the comers,the four foot edge zone attachment requirements shall be used. POST (3)Tabulated 12 inch o.c.nail spacing assumes wall sheathing attached to stud framing members with 0.42<G<0.49. - © (4) For roof sheallrirrg within 4 feet of the perimeter edge of the roc(,indu ft 4 feet on each side of the roof peak,the 4 foot i WOOD J O I S perimeter zone attachment requirements shell be used. (5)Tabulated 12 Inch o.c.nail spacing assumes roof sheathing ettadhed to rafter/bum framing members with G>0.49.For GIRDER/HEAD fTamIng members with<0.42<G<0.49,the nail spacing shag be reduced to 6 Inches o.c. CONCRETE PIE :,>' - 12"x 12"x 12" CONCRETE F 0 0 T y, (6)For wind spm greater than 130 mph,blocking Is required which transfers shear load to two additional rafters(3 rafters In WOOD J O I S (7)For exterior panel sloing,galvanized box nails shall be permitted lobe substituted for common nails. t� POST TO FOOTING CONNECTION DECK AND COVERED PORCH NOTES: � JOIST FRAMING FLUSH WITH GIRDER/HEADER u ,e,nnIne osh r anandarwhomra be li�rmedeorrstain�nea�f°°i.sure bedkimbar' GIRDER TO CONCRETE PIER CONNECTION 2}Girders tar dad`joists b be boned or anchored beech peat or peer wIlh washers and mita• Girders on morels lien shall be andhorad wlih props atom oorrhectors arohored CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA hbcoin rslawMhamk*n m 1/2'dlax7'bnpandarbolt wHhwash rsandnut& Wind Seismic Weathering Frost Line Termite Decay Winter ce Barrier Flood Hazards 3}Posts imum frig orders stint a anchored b a 127cers and wits.000craee Shall Ground Snow Use a mlrhimun t7 cite x r brhQ anchor bolt illi washers and nuts.Faotlrhps shell Load Speed Depth Design Jndedayment be 3 fl.below grade.Girders wd h roars stmt have 12'die.concre6a piers 3'below grade. Temp. Required 4}lock joists b haw bloctdrhg at 811 o.c.. 25 psf 140 mph B Severe 36 In. Moderate Slight to 150F Yes to H 5}A minrnun d 10 rich 1t elsk p shall be instilled between the building and ledger. Heavy Moderate Ledger b be Apllh lened to buildlog w1R'dla.bob with washers and nuts �Al V �-� �'rA&�: at 18-o.c. z� �• �� Sr B}Concxete plena sill be a mlMmtmh 6'above grade. 71 All MO b be supported win hangers arid androra.Each Jolet shall also be anchored b girder(s)• c_ 8}Covered Roots shell be assembled and anchored the acne roamer as a typical building. " ES's I" 'a I ---------- --------- 9211 441* rl/2 41 PIC OL 6 1p r-r-7 1ffr co� FT 0 E4 lr-) L, 8A 1 -7 for I