Loading...
HomeMy WebLinkAbout38572-Z OHO- die Town of Southold 12/22/2015 fTh 4* < g y P.O.Box 1179 d' 53095 Main Rd ,o"t o �,ao�g Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37977 Date: 12/22/2015 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 630 Dean Dr, Cutchogue SCTM#: 473889 Sec/Block/Lot: 116.-4-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/4/2013 pursuant to which Building Permit No. 38572 dated 12/16/2013 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with garage under, covered front porch with staircase, rear deck with staircase, 2nd floor balcony and unfinished attic space as applied for. The certificate is issued to Cody,Arthur&Cody,Heidi of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-10-0003 12/17/2015 ELECTRICAL CERTIFICATE NO. 38572 4/9/2015 PLUMBERS CERTIFICATION DATED 7/15/2015 John Ryder t rizZgn re SUFFo� TOWN OF SOUTHOLD #opo � BUILDING DEPARTMENT en s ' TOWN CLERK'S OFFICE a 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#: 38572 Date: 12/16/2013 Permission is hereby granted to: Cody, Arthur& Cody, Heidi Centre Island Rd Oyster Bay, NY 11771 To: Construction of a new single family dwelling as applied for per SCHD and DEC, with flood permit, as applied for. At premises located at: 630 Dean Dr, Cutchogue SCTM # 473889 Sec/Block/Lot# 116.-4-2 Pursuant to application dated 11/4/2013 and approved by the Building Inspector. To expire on 6/17/2015. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,268.80 Flood Permit $100.00 CO -NEW DWELLING $50.00 Total: $1,418.80 4111PApilo Bu' di • Inspector 14• 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. / 07&1/7) New Construction: V. Old or Pre-existing Building: (check one) Location of Property: 1 ,36 p4-4 A) Diet vi G (-41_ House No. Street Hamlet Owner or Owners of Property: Ai -rf Z 71-- Ale l by Co P Suffolk County Tax Map No 1000, Section / / . Block O/4- Lot 0 2- Subdivision Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ / .i/ Applicant Signat 'e ,,,,� iii-,__ ��,�®�*pF SO(/ly0 Town Hall Annex �� : Telephone(631)765-1802 54375 Main Road iiligilli t Fax(631)765-9502 P.O.Box 1179 : v' 4c, .. roger.richertl'c�town.southold.ny.us Southold,NY 11971-0959 �O I, -30, ... ..z BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Arthur Cody Address: 630 Dean Drive City: Cutchogue St: New York Zip: 11935 Building Permit#: 38572 Section. 116 Block: 4 Lot: 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Bobs Electric License No: 694-E SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 200A Heat Duplec Recpt 51 Ceiling Fixtures 15 HID Fixtures Service 3 ph Hot Water ELEC GFCI Recpt 10 Wall Fixtures 14 Smoke Detectors 5 Main Panel 200A NC Condenser Single Recpt Recessed Fixtures 14 CO Detectors Sub Panel NC Blower Range Recpt Fluorescent Fixture 1 Pumps Transformer Appliances DW Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect 200A Switches 43 Twist Lock Exit Fixtures TVSS Other Equipment: 3- Exhaust Fans, 4-Paddle Fans, Geothermal Heat, 11-ARC Fault Circuit Breakers Notes: lirInspector Signature: , ' , _ Date: April 9, 2015 Electrical 81 Compliance Form xls �,�...�. 11,.%pE 30(/1,0 Town Hall Annex D t 1e$4.r , 0' .' f 4`ig Telephone(631)765-1802 54375 Main Road : . - '" Eaxlb3.l)ali5-950-2 P.O.Box 1179 ; ' �1 ,' 1 Southold,NY 11971-0959 ��Oly` �111 r.) �r ��� J U L 2 2 2015 !.� BUILDING DEPARTMENT TOWN OF SOUTHOLD --- T" 1 CERTIFICATION Date: / -/6 J 6 I Building Permit No. 2 0 5- 7(22 Owner: A eD (P ase print) •Plumber: �t/Iy -- — _- — - — (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Ir (Plumb: s Signature) Sworn to before me this 15 day of �1.41\/ , 20 15 111q f1/11(t / 12>C4/?7d l (/ Notary Public, �� i; cr County 5, C5210Oe?AH RYDEgR Y I ')' No.el:",V02:38036 --RCHITECT IIMI �' MARK SCHWARTZ &ASSOCIATES 28495 Main Road•PO Box 933•Cutchogue,NY 11935 • 631.734.4185 I www.mksarchitect.com July 22,2015 D - _ Ur Southold Town Building Department P.O.Box 1179 54375 Main Road - JUL 2 2 2615 I Li Southold,New York 11971 I. DLD% DEPT Re: Cody House 1-0'','i, Fir SOUTHOLD 630 Dean Drive Cutchogue,New York 1000-116-04-02 To Whom this may concern, I have been on site during portions of the construction phase and have observed the installation of two Nelson Fire Stop Collar with sealant (UL rated W-L-2388) as requested by Building Department. This work has been completed and to the best of my knowledge, meets or exceeds the NYS code requirements. Please call this office if you have questions or require additional information. Sincerely, 4 . ;e94:4,01„, a et.:.. ...,_,...,,' , i ss N 6. i//frW1:!�.y,Yi- *• Y '� A c Mark Schwartz,Architect g AIA 3 -'�;oF soli 85—.7� ,07 / �-- 4 /2 G e - r TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 1--e2C9---;-() (7 )(21;/2. c 6'0 c_rkt- f Ad6;ca- DATE 3 / INSPECTOR _. ,,,,,,,,,, TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 SPECTION [ ] F. NDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: - DATE 3/( / INSPECTOR 3 $ fl' ',,,,,,, ,,pF SOUrilo ss TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT)ON [ ] FOUNDATION 1ST [ KROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING - [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Of PL4-14- 9S DATE 4 INSPECTOR ,,,,,,, '���o*L5' ''7Z , SOUryolo`, ,' TOWN OF SOUTHOLD BUILDING` DEPT. 765-1602 INSPECT N - [ ] F NDATION 1ST [ ROUGH PLUMBING [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [, ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: FArrip Ctoot-tp,"d4,1 ` `I /' DATE /. INSPECTOR .1. • /40 SO//%\ �'y�DUH1'1, ,,•' TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION aELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: - DATE 2 21 INSPECTORWL - /s,0 SOW-, , Afg cf 'fit , e-g� moo,,.,, ��y�ourm,N�', ,, TOWN OF SOUTHOLD BUILDING DEPT.- 765-1802 INSPECTION' [ ] FOUNDATION 1ST , [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH)$iL> [ ] ELECTRICAL (FINAL) [ CODE VIOLATION [ ] CAULKING REMARKS: -e(0.-evX2- L.- - - CP- 6eL . t -"Illrartq_ DATE 0 l INSPECTOR � ---____, f g,(7 ,,,,,,,,,, of SOUlyolo`. # i � 10' _o�,ycurm,N_'� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT ,OIi [ ] FOUNDATION 1ST [ ] UGH PLUMBING [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ].FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Amid ch(---4s, c DAT i INSPECTO �o�pFS0(/ 0�. i- N -I./ o€ M,, Ao/ 21 .(/ 7 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) j.ik ELECTRICAL (FINAL) REMARKS: �f 6% - 0 DATE ` Jf f INSPECTOR`�� - - ' V 3 8'‘ 7 � 1�,��o��DE SOUjyt ss,sy00UNi`I,�'' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INS ATION [ ] FRAMING / STRAPPING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIO TION [ , ] CAULKING • REMARKS: '744.L_. El v Ai?—ekr- _ 6civr-p;as 471/4/-k 7))F,v)j (3) .�'� - g-ky)-.3 /C,eve 77u-id-rue 4-/A-vt-v --- Vi" DATE INSPECTOR footAI- Y?)5. \ va TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] UNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLA ON [/f ] CAULKING REMARKS: - aZe 'I - • DATE 05/4 INSPECTOR $ iàUcf./r�O4 , .:;) „ TOWN OF SOUTHOLD BUILDING -DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROU • - = ING [ ] FOUNDATION 2ND [ ] I AT ON [ ] FRAMING / STRAPPING [ FI A L [ ] FIREPLACE & CHIMNEY [ ] FIRE + 'SPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VI • LATION [ ] CAULKING REMARKS9 A� - '. • / . 7 - re,s,46-4___ e-e-66Q- Cfp"di'AP 7(C) DATE (-7 INSPECTOR - 1- 1 '' SOUlyolo tip c€ ‘,7„, _74-couNr{,0,, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIO [ ] CAULKING REMARKS: `!`` ,r _ _ o ��C C' DATE 07/3/3— INSPECTOR 34- f , FIELD]NSPECT]ON REPORT DATE COMMENTS • • j ' V FOUNDATION(1S1') ,?,=✓ i--;--4c ,,,,' 01 s --------- 3/3 /V � 1/ • FOUNDATION(2ND) C 2 • z . 05;4/ 1 0g4.144-ee@'' 6:4/C 4:dati2-e -t4-.1;% iiit- ...ta, P ti----- ..,,pg,,. ‘7Z-7:4..:(.. efeR.d.-1---.779.7, Cio `i1/ ii' . • ROUGH FRAMMG& /8q hi PLUMBING 41 -4,°4-c/ 14\ 4---_,_A„— "2;4_. —P--:r , • , . • . • . , . . 6/4,,, r/y,s4;44-,. r.),--7i C/gc4e'l-:11-4 .elt-ieeic1H,g- INSULATION PER N.Y. y ....), STATE ENERGY CODE :`'� -� - `' -", /.4_,Y . • . .) --- . 8/y• � " ,r,..,.6-—e —.40Z,.% •,6. ' .,...:.....11 4.-e— '• . ' (5--IV Cr 0 r , -4-C,-7L. ie.) -, ,,4._/---,?,0_ -/,--ie4 . rc -i4.: ,.�... .___,._ Lt_ ,.,.._s . 1 -- 1, '' ) f `i . ,L FINAL �e ‘vt,/Peer- i C4.. .4r' - 1q i- /74- .* *4-1-A4/4"f . ''- 0(740 7„lee-63' ,,e;--77...,&=- ,c, ii,-<,..47. _-,- min • / ' `-1. - -moo CO' 1 ADDITIONAL COMMENTS p r ' _ 'ii, (R om -17u,.. '� f . )�-' 11 , 1 -T l ,�,�% A P — a,�is z . �1 ' e-ri-c, 1g —,a --ec �- rrt ) ./f.3/r/Y. r• i cei Prit76114-- 7- ,e,i,, ,,.._____ d_ cf,26-, /,_. 5.7_,_ _ .• . t ,c p,oc,al uv OK p -. DK. j3//y • 4-1A04.±- 4u D "fes 6 Ile'2.cleri T6 c• nm fd112k_o op 5/r�/iLI Aggroff, 1 'Z//, / /A6 - < .. 7Z7 imfi 6 -2S�51 Ilibue5 .s .crb C _ Rei ` ( TOWN OF SOUTHO E C Q V E 1 BUILDING PERMIT APPLICATION CHECKLIST ;BUILDING DEPART '' Do you have or need the following,before applying? TOWN HALLfli q Board of Health SOUTHOLD, NY 1197 .. J 4 sets of BuildingPlans TEL: (631) 765-1802 1 ° Planning Board approval FAX: (631) 765-9502 BLDG.DEPT �s' N.Survey SoutholdTown:NorthEork.net--T� I� 1VO. = �5 Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 1 Z-I (k, ,20 l 3 Single&Separate Storm-Water Assessment Form Contact: ''// Approved 1Z �(6 20 13 Mail to: A4,e, C H't.A,'L rt„__ Disapproved a/c I Phone:. 7.34: 4 f r Expiration g( (� , - I Building Inspector APPLICATION FOR BUILDING PERMIT Date . /4(Z-1 /43 , 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 lo(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'perinit shall expire'if Elie work authorized has not commenced within 12 months after the date of -`Issuance of'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 applicant) State whether applicant is owner, lessee;agenn architect gineer, general contractor, electrician,plumber or builder Name of owner of premises 4yiiJfr1 PC' 19/ (70,19 (As on the tax roll or latest de 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. Loc tion of land on which prop ed work will ellone: &.3a p��ti 9/Z/ Og, c woof 6"Tc f fa'a House Number Street_ . Hamlet County Tax Map No. 1000 Section 1�10 Block 4_, Lot 6 Z- Subdivision Filed N1414,161. ; ;! ( Lot 2. State existing use and occupancy of premises and intended xse and occupancy sflproposed construction: a. Existing use and occupancy b. Intended use and occupancy sm.)6✓e /cif/i'1 IC ^O4j,C GCyk,e0 3. Nature of work (check which applicable): New Building 1 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 df 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 Depth Height e - N ber of Stories 9. Size of lot: Front ear Depth 10. Date of Purchase Name of Former Owner Imo 11. Zone or use district in which premises are situated . ¢ 6 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 rem ved from premises? YES /NO 44( CEA)Pe tsc. ._ b . 14. Names of Owner of premises C(4i C� Address O J7E-e 0 one No.576 7761557 _ Name of Architect /tf4/e L J C e /,i epddress ! "hone No 7) ¢ qi Yr Name of Contractor Address Phone No./NO 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS,MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES V 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 X * IF YES, PROVIDE A COPY. , STATE OF NEW YORK) SS: COUNTY OF StippotA . i i(�LG�i �/'(/72 being duly sworn, deposes and says that(s)he is the applicant 1' (Name of individual signing contract) above named, CONNIE D.BUNCH Notary Public,State of New York (S)He is the : ` or • lie '� No.01SU6185050 Contractor Agent, Corpsate Officer -tc. cru Bion °Et ExpiresSuffAprillk 14, ©/ (Contractor, g � p � ) Commission 14,2_ 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 efore me this Q , . • - 0 G' - day of f - 0/Z`IN. 1, gtl.A_e_k .. . - ‘ - e i I"' Notary Public Sign; ui e of Applicant .. . .. _ _ . - ...:.,,,,,,,,,..r.. ''', •-•"•• .:1,,;.•••••;:;11,;:f,:Fr., ''',°, . 7-----.--;..., ,..."; fr',Y...-•;-?ii777-,;..•:;:','',-:,,'.';;ifl'-, ';„:;;;:::.:;••;;‘-\"-'2,-;Nlr...!'.;.: '.:'''('-'/''j.°'''':..f.;°',7,: .-e0f'.',;', .::::::\'''c '/'/•;;-:!::• •-tcia,--';' ,\•'\''''/`./.•.:4,..;,-.,,,...',-.0 -02,:.,,' . ,d...-•-•,.....'AV//,:•:,,,./ A_,,,_el . f.t.:..f.,,V..//,':'21..zi •..,,,,_,f1 N"•=2;r2:‘,4,,I,Y-7:-.7 c;,,- ;4?!;?.-.':‘,1., •:.-,-.;,-(A--":i --.-,---.:iii-,•::,':is A^i)V.:-.:,:43.1,t,'''FF F/A if.,--,--<\-':- r ..j.::::,,,,,,k,:F.514sv",) g.....,..,-,,,,,,,,,,:f.,..,j", IF.::-..o.w..--,. 0,,,,,,a \-,-_, ,-,..1..,,E- r-, ....,:,„, -,.,d.. 1,-.-\ 1.,- - 4‘.-::-. h ,:, -__ •;-z..; ',,,,.. • .:,,,___,>".k.:.y , ,..-;.-r• 4 .--' 4.:.;•'••••• •:. ; -,.....,._., ,J.- 1'' l• . • .':''''.•?'.-.A--`-fi 0 ' --'t: -- - !!t4f-i:--4.-;OBOARD' ' ,I,'"OPS- ,UTHOLP1,-TOWN.. .t.4.H.T. R. U. S.:11-_!_E_ES,4,4,fai'r-.`--rnia t-, • . . . _ . , -, i.'f',"•,';i0, -\: • . ,ib:-.2,tis',..' - ; t- • . . L , " ....„.,.,..„:„.,.,..:,,,fli*,: i.''.;t*.''‘..."',i"..,:' ., (/ ; ;it .. „ .. „ clifi lidurft..44wr:q71",iFtyr, 1 1:i'tl'1:1914';441P-14 l''''‘'VSOUTHOterINSTEW:.Y0 K-4-4•-•1'°!;1•14:-°-•_. ,": ,•°: ,.':;?,....,;•,;,-,.••,•°;,, -...-- .. ,-.,.''''. •,--p;..-.,,...„-:',,,,, , ... ••..,,,.. . .FF.,,yqp.4!: • . , . ,..,..,N., . .,, -. .I:. 2 i L,, 4'..1"...%-i'li'''.;'.... .`!•'•'...i',3:'r.i1, :;,,,n ' :,- ..•rt, r' '' ' i„,„ I.%..,,t....,,;„„e4ski:,i,•lii•ifIcrtli-„'•.,•'-' ..r.j:: .,,,,..2,, ,-,t,':";: ::.! ''1'.` -..."."'\ '44.'; "f 1—; • :2::4i.1•4?,ItrltP449.44!,41.fitlIAP.PtiWt•64.•::•iP:),1:;;TO:t.,;.';'P4-•••:.4111,i'n4li.i,f1.. ''.•••,,R;1..d!..*Neg!5'r(1-2,11,..1rft;i4igri'-',:,k,;-: --.•---1,. '--';..-,./.,,,7 ,......,,, i, ,..„ ,r,..., .,... ...,,, .....1:1;t:„i.,;•,:,,'*,.....7.1.....4.,...;:i'r:t,-{4,;S,;y.itil ;;;;,,,,;•„,.••'','.. ,4,1.1..,..4„, ,,„...;,?.;:a_.1.-k-•-:•;"' iicty-sT,i '•Ir;:t-'iiptiA,•;•••.:',4;-.';'•.;; .. ;: •„,.....--;.7.t?': ki7 7> i•: ( ; -PERIVI' lirgitri7i02ftlit/1.97i4,911t10., k,'Pt-14:13,43,.,,,, ,-,..,11,1"'E‘,,, 1IDA"11,E:,FEBRUARY0241•2010,0 :1 4 ""r'1""itr,R,..44-',441 x V50,0,14.0 kro,i,At.,441.4,,,,J{44,11..04.!,,";•?,1c1.1,S,k r 4-1 X E:;../es 6...: i!?..ff,:"FTS.1,iit;f1,,P;.,,,,,,.4, !.kik,.'..k1,,W"";:' ' •%'''.41"'''') '''• '' --‘..-' '•• kr'S l'q§;•;-,;L:P,!:.1'.-5•''- - :al'? •' -'''.1i'Ittil*MiSaIN44;141-%'14t1414ii°10!.Who'ite"q;AL"'ti' !It• t Or,.r't3tfi '1 I-8 1-V.Idilb-"' vil tt'q'tt.,9;•,4,--: •:--4; 'I .•....--,,., .2 ., . ,,....k ,..• ,.: , ,i ;, . . .44 ;;;I. 1 P-. N t. s..,p., -e ..,,,,,,",••••„.1.,\, t."• l'' ''', :'''%„;'.`•-,..„..:-,,w.,;:',,r11-mc,I +1,,."ri Lt i..,- -',,i I ; yer..zr,,,,,, --ii .., ,.•:::°,-v- •,...A• . - ,. • ° ,..,..,,,c..,,,,,,i,,t„.:,3.'dy'!•:..t','„'111:.,*:::..,y.”, A t'..!:f'74/1,..1;4,,,f,t 1. _ , ' _.i:i-•.;ttf:.45;:114:k6A4gili,iiikRjlitgii;1.- igia,;,.•. :''/..-,:,,ilt;„.1.,::•,_'-`.031;;;Ailigit:CaUr,,e? .:4.:1,,41,4y.t.4t,.;•0• 11.,:•,:•:-4; .it,i7,...,_•_,-,.: 22..,.,., ' is-,`,.; ';.:".i:;.,%.;"!-• "-';', ISSUED,T,Q:.EART,HUREOD .&Or,:To t,np.,44,t,,f-Int,tsm.,,.,:*,43T,cp;:,1 cf.ilmao,/,,,re,,,q4.0,gu;g13.0. ..„45;24 tr ,.......t ..r.f:.i'f,V4,°:•14;":•-t1-,•-.5°.i4M4',•::::-.Y,FS-`,11.:4! t ;,:°:'-.1'1', ' . i'li' I:PROPERTY ALIDRESS':*-1630IDEANORIVE;i;CUTCHOGUE :. :'--.1,4*glq,t`1::::e1- pfli .1:11,r... .._::::•:1 :.1. ,r ( - ',,,'. .---,=/,i, ,;.,,,,,w,,,.,,,,,,., .,.,,,,,,, • s„tti*.., ,a.I...,,itt4!2.4:",; 2z,;ti:;o•zo,-x:t:-tirvot:.,...:,a,,-zlvti•:-i.:;..-idqt,ewit.:i.•tA..igtiqr ; .7,,i.,..„.44::::tic,::44.:4,.rit...9,c4,...:::,,,,i::,%414;j:. :rgiiiplar,..,.:40 ....,_41,,,,,,inti ,.,,,i .ir.:,:z.,):::i..,:;,..;:...: ,,,,..7:,: , -,,,,k , ,' 't•ciirriFil-4- fy-h•°1/2,,,°.(0,11iViOrai'4'-,..141•1461441 yN1314fil`iatr,s.4,'.4.414,1f.ii r..?, ,,,,,,zol...o,kv;gm.);.;4,P... 1p,,,)1: ,;is, ..,,,nr,,,,4,,,,4t., zi " -„-..,t.,-„...!--t' • '-',-,'. ',„1.-;-, r*"st‘'..'`.-1 7''''",....; -''''' ' -"-"2'-'1-`,.-F:;"4.A:,,Aff1,,s,-4,,O.,!'rt,, ,i,,,::'i;to•4,;', -,IN::,,---_..z. , •:•*:.,-.,,,,A: ; . do-77,..77, i.,„,,,,,:k.e,,,,-,z,;,:,--,.,,,F.,,,,,:p,ip,yf,o„,4t,.t,fqi,,,,qo,,,,,,,$.irqt:;of tq+SI.;LI 44'..(1 V.,:i0n,r;T:MPI14.-4P411ri';4:;,!''''':"*CW, il -Y- ..1 4.. „41,11%N,>!'p.:4),:, ,„,4,S.r, t,N,.;,,. ,l'...,:•:.•:••ir'•,• :t.:.. •'"' • , .,.-•'''''''; ' •''-i, ' ' ' ' s.- • ';`''.-• 0.:-. '',-, • •,.',-•;,, ': .- . ..,,:.•.,.r:;;;;;V-......1-1.Y -: ..i':,..,,•*/ ;1?.. ..'",fi „4 .c ,,,, ; , ',4:.t ,t,,,:'-'e..“..!- • • : !, f.'3'• ,-...s;,;_1, -;:., ...:-.;‘,"ii. -.1,..:4-j);•::5-1,. ; ' Ir. !' I•' -; • ,' -I,'-- -:::}i;?,?s-i-'1 ii•-':-:si'%?Vil6li'eh-31.:2,'4-kr,,,Hil•---•,!:::,,„)7.,',•.i;,-,. „,, Is N,-if„-.4-4,- Ai,4114,(7-.10:141,,,t,:,,,;;...r,,;-)., 11_9! ill-,,,,, .,,,.1:1,'', -,-).. e,r/t,tifitfmA,ffqttkAegF.Joggt A. ,..,4 HORIZXTI(111/4rOtf:ri..;'P..,t•AVP:.;:igi;lt.,444i,,:i4tilitli:WgiC,?; •.,11 '1"_:_,:‘•=.:--?:!':, ; 1 10'E l'''. : `-- '4&:ii kfri:4tVti.)41444igirOiirpziRtipfilmwirovewvir,;11ilitaivrsnittlzsphollnaigr.140fil,i, •-'ili'll .t3 r, t. -•/' '' -?V-i',• '''..' • .1;11 •>,A re -•V;.•,14 t•6'4',t.'''' '"14-*!....-1' I.P.4 , ...t,•‘14I_F.-- •','""- ;,:,••-•-.-,,i. ::.t•ir,:f:;\t'l 4'ir,t7,_ ' '11;:, 4").At ''' '' ' s--''' 4a6444-til 4144tok kri4<'-1''''''''''''''"bufeArifi)errik•'411-Xr&cifliti°- Ogilitv'gr°•°,"'''•-ri'` ,... .. . ....,„„_„-:-i..,41-tiiit.:, vy.,,,t 41.,=,,,, , tnist• b!..1,‘ -r-s:at-4 „4 A '' s *4 •:',.; ' ' " '11.1.'' ''''''' ' 'rj"''''"1 'I •''..`-.7-.:* \1,7.;;., '7/;16 3, 1,3.: - •_ . .Purguitieki thq:provistRtiteilleliali.0,FA7-1#41-91Th4.13;q:.° 1,4,41rnA9)Y,P;;.,'„„,"&ki,g.g v:11 . -,,,'..A.„..--..-..?.. ' ,,,,i, :SA;‘,. ii,,.--siiitio'icf•iiiiaftiOe'c)3iVailtaiiiiiiiiiteligi4iiSA..,.%ftip&atcriii-aitis-tt:esilckifiteiviiith'e'IntescunIgfill(toppl I..y.:.,.. .6.,,F-' ( -... ,-.:::-...,:. t-,.,..pmakerglra21,4,,.thi:riv,i-ors winF,Inmpref 7 rtzuttle vivri„f01.151:11-07.,gw,Ity;•„,,;•atOr.tvg_uzi,s1N.44-4: kniN.J.,_,7,..,, ,N,I .,,,•:,.-,...,-J,,, ... --5.- iz K,•-:FebruaryV24-ezotO,train,constdera..uowk ,a ,plica tottleEln•up„Lsun_l,okYo.“..4_..yulpap,,,,o?tur,A,oaY,,,atif!"&,-,1,z,R 1 :i 2",_r_,,r, . '''' '.1/4""k r:'sTii?""''",itilv.v'' Vii*IPtirinl4t* 1'TtlitatialiSiltliig4-§dirtilatT8tetVaratfrtstleVr4k,i701 ,,..1-•:.›,.zii., Ar ,,,P,„!, sii..,.,.,.-i..,,,..e,,,Yt , ° - •-• ,,-,-,• ,,,,a--0:,3.-22,;la,.,,GE::Acgti-,,-1111-41;k:gViY-,Irs-•: q..',V,IIN,5 '-::: > -112-,- -11441:111:40icolt6lakilEVP4fMtati,:144131490t)kinfArf'.0!'3,V9.5ftct, ay ortze ,,p.tt ps t ,., ,,,,.,. ,,, .4 --=-,74;f- ,-11 ii.- ' .- — ..-k•':5,7.4.-,-:.. , ' ti,10g-4.1 vflvt.,'..tit-i-IT,I,....-: • s„-„, ,,:, ,,, , : •,„::: '",-.4,1 ;if g1„:,v , ) \ e',,,i-'31 gCle:1.':, ''':. ' , ,, „ ,. -to ' ,7;7,4%;73?...-'4.f.q:1'.°4"P",f44.. .`rt`..!4 44,:":•.:1:::.- , ',,,-.':c..4 -..--, , ',, ..''.,`''.4,',4.,‘,-4,,,i'f,'''''1/4.1;;iiicyzing4lv,,,,,'„,%4,t.;^k.c,";,,,,,,i,1:,,' ; frt5' _ ..-• :..-::.„1 ‘,.i , ; • ' )1,4 A'4Vii,iirWz.....11.74,-`4i.IWAS4447,V44 Avr..{',4•6,Mt44 t#14. ,z...41Z1,44."4'",•Zdtv,0144tisri.orlwr. 1.-e-t,..,)411,4,..lx,„„ai 41.4,;,,,,,,kw,z,,,,:,:-1,•cir..,-44 -10'.z._. pz.,,,z,s, ...... i 'i':-...i\- ''NI' '''''' ''' ''•`1,Vet illaTotillittiiiCOntfeltatifiri%22--KUate ob 4singte7-ramilyi,t--,;-7-f,..-..,T'i.lrfii-i . Wsquare k'''oiqlt,zruuij1,frf4rnifp1,f4l0tLIirK,d34:NOutOdiin4sp'.61t;u44i.;T7' W's.: Ay,'f!,e.s.,aD..,4';'u'...n4;f'e.r'V0e!rl,.l'.'y!''i.n.lr4'I0kj;t-i'..r..'ai%it:,,g'';'f9Sli:'wy)'11Z40wp";il7'irta.Nfc,34c4,res,rv4eps:444ii,.irit4h1sA1p4ZjgcyAii.vsf,fIpTko:pirirffitjr;.soy,,,,,,iI,,icNti4e:e,k,;.:'kP4p.,„.5N„,i.,iaf1.1,iI i.,...„... ,4;'15::ik fi'YWRtf!,:-/*Iln grOfistslkq,„1 .43c,,,,O?Ig*I'liiP!,',P3r.g411$6??4'411augt1P1749:TATP-iftlf3PPrerN ,6.47-','•-- ,..--. „,.,,,,,,. ,444n.90,.44t4i,,;Wi..,...5:•.,,I,„,f1,,A,,,,,1 14 „,,,,,p,,j „,,,,, , ,.,,,,,,,,„ li -„i,"3the,,:in*".s"tallatiflii,Af_tti •ets,'ileattersAdia'dryw, ell,systentto5contamroofivuttoitanttlam,,, 4 , 4,......,, ,... t.: .,,, ,.,..,. ....,..,,,,,_,,, -,4,..r,..,vrikzaL:,-,, ,s, - ,—, ,,,,,i7,,,,,,,,,,,,..,-,,,,,,,,-,7,..4vpIt k, i, ifer-2361plitlie-`3tivip''teodel.StOtiii.Ayateka-taiciff,vondit op.l.te_tlii;,!i ,'-47,-\ ,,e., -7.'-q ir --,-.,,,,,,,,,Tc„-is4, -,,,,,,;,• •Al ..s= e•titi!..tr..,,,,,;k-T.6",,,,,r•:!..L•A•,,t-°14'4•4•54',1°.,,',,.1,0•(.4°:641°. ,-----'qi,', -4:.°•'I'I ,"74k1 I:-4'0°. '40iqo 'Ifil''' './•=1:..'.' M. 1 OiilliositiV, ,iy•Litijzeiiiii 'iliSriP,...efaiititeiS,iteveygors,;-Pi:Ciaastdate4elVfarciiii*:2,9,10,444n1„.TAI :'-'” ,.„,-.-:-1- 41,$;; . -.7-rt „; .,.. pi:„ :::::„,,;.,,:t:t,:4 : ,:{.,,,,:::-,'',.:.” :: i'k'4..,*c'-l';'1,V r•--c...,4!r•,.77'113'4i,i1141,-gf:Sy,i'AXSSIt'l ' l ‘,.:,:iti,..t,,:it 1 # i "'1:= ;;+:. reediVellif:iii;'iliVilitIlik4kithij9m2:104-fitilokl:Z111.10,41-34I.:1:14vVr2t7iit,yk.:14(11"t41111:1',137.1,..41111..ftit;:::cit7)441frol.,:;;;IRPrii;71::i:!i:::Y,,,,n .i Vi.7.?•,:-*; :'- i(4- ..,, , f.f> ''''1. ,,,$,.?,,, t,R-,s 1.....,,,.... . , ,,• • .... •.,s ' •'-‘• '... " '.. •• '`,'`''461',,,,,.:!.:i,...it,„,..<,4...0'ff:..:5,,,,4%,..,./ ../.„._.`:..,.,.,) •^.:/1-"C.`''',.'""71,..' ..."' ' • ' '" '.' ' r ,..I.1, r.t,.q',1, ''.4 .,:"; ,R. ),-1,-Fz•V ' IN•WITNESSVHEREOkthe-satd Board of Trustees herehyrcauses its Co ',. .1: and these presents to b,e&ub,scribleil•by a-ntatority of the said Board as of this date. . -,-. '/21::!';'''',:''''f'4:;;!'''''''',. .PS.`-':;*".;;4q.--:31.1 .1;--',--''',`''''");. .'.;•• II i'. .-;-:'S.. ''‘4' t, ' .::e'r,',,,4,,',X...:.:1'."--,,..s....i.,- 41,-7 . . ','.".•___,,,.:, . -l• • • -',,,,,'-.0;;;;Lf;;, ,f,V4-Z-:;,..,:l.:.,‘,..,„: ,...-;- -...s.:d.!" .:,•-, :,,•-.„,t-4,,rs•••• - ... :s-, 't 4i 1/4a-st::,,P. '41';: ',...1-',,A"A' ', ..\-:7•itl -. , i v ;..}..-; 0,,,,!,ir,4,4f A; .1, vi 41_14,20.1ity. 0,,,,.1-4?,‘,4,,satrtt.11.).Ir.i .,s-v,4..t..014 It-,4 0...6414g..q/VI•trl. ',„i u i '-'...4 ''''k;" • - ,-. 1 . .-:.S.\ '..::".-T': ' ',1414A4i Si4iieflilpki,4,7*..1,3710411,11,4*!..plk'ic,:,q15-5iy,i4)41`.4:tNy...c-i PO-eigt:!:4 tr. it/Ltfi 1:- ,,MpAl ,,,:----:::.1. . li• ' - ''''-'' -...t. - ' ' • •''''"' • •• ; ' :' ' •°4•i • ' r)I-* t."!•:••:54•1•-t 4••';•, `',•',•k.• '1,f.1 `•^-Z ' ;r4.4i"J4'4;''''''.'4. '.. 1'.?11''44.4116 `1..7i°41 1, t4Att ':1 ' •., i . 4''.' lorii ii5.-,,,-...1.-:,.•,::•,,,p5-•!,:,,:s•t :we" ;4 ;,•1,,,,,T,::: ,%%-islig.,4k4:44,..Tf'',:.-=.•-•,04,r,,,tx.,7,13.f?rf.;P4,-- 'Tlig,' '..;IFIB,LE/J VI ;Te, ,1',IV.,‘.'-'11w l?'/,°:::i.."....--;',..,:.; ill -";:,=.;.\ ti: 7&405.1P '."4'403'‘-;'. .. ' ' ' ' --' ' -,paA-- -,,,,-,..,...°,-,?,a4.11,it,"":,,-.,-. ...,‘,,,,,,,,?:',:,,..2.<°,:.-:.;41 . ''' •::' -=;r*•f ' it.1•Zi4j''. .. A 1:`t - • , f",:;'.'fi;;;;;','.1',:' , ii; 4: 1- V:1•4,,::, .`,,. ,.,.,... 1 t - .4"-.,1 , '..4 ‘1'...4.441 ''' ",• `%:,-kr,".,6';`Al 4.-i'Itq.; ",K,';`=.153..il la 9,4 ic>,'41,2tZt t-leo iip----- 7,:r-rf,g,r4r- • '"Vi4re ''-'!•••::;2: * :.-;."----`•%'71-,Ii ; t=t4;. 7- f‘- :::., %: .(0,21 1 • ' - ' ' ' ' ' -____--;'-',415f4Plair• Agek A."101,•fe.f.,---:tz ii-:. .,,q,':: z41 15.,,:!,..-...-.,,, .1474/,,,ri:::,-,,,..y. • ,400-.f•-•.---.- --— gtliia'S'Ote.Mii, ,..?.kti'''''N ..:'.:. w 1,4 `,.-',01;'t',. of ek'n.4'r.,e•-,-„,-• ... , • ,.;;'' e., 4 ' .• tV V".4•T."'"••• 11. I •-V.' -i•-•--z-+ 5 ' 1 .4-.)-,;;,,,ti,..,:e44.60,,,,,-..Lai:Jgrse,11 ; •"%._.-.-/..-.,.. ' I . ::-._ ,,,, ,,,,pyil-e r.....44:1*Ifq' '-'. ..c.reekNir';e1;41 '‘.-4i,.'-':;..;:' ;:s. •:;•',,....•;....•r':4-t..,..,-,•‘;•AV. :,1)},:t/iffdreftrr.- ,f.y.,,Orrq,:tppf,„Nr.iimpl'.4.1kritikpm):4,.'91,tiev.,p.t.rwt,rrl ,- :-...estil.s:.1•Irtip.:Nflyird'-;:i;'`..i-i;:(•:.-:•.•:.••:-.:•.-.'.•.,;;.-'.::..; i1.4;':'."..•;7-...7-.-!I=tfr1'i3';:,. r_1”,-),:', ., . :Irt!;;;2,0''-2'7'`1i-ti''ti"'`'-'.•'3':T4.':•l-:•-',11,--:;Kr.;,1,i11r,.;P,,;.e1,361,4;,-40,t:1•,,•,•A',4',';,,,0N,,;,':,gA',.1,15°,-,V'1!,'11..,,•1,.,,,%1,'.,4';j,il46,ti,'K,r..1i-.b-5l"-"'i.--2',,'';-"-ir,t:ir'ti-4'1;";";,.1...2.tl,el'''i:'l''I;IW'''.S''-'i:i-:i.'45.:;1i-'-.-:•'4-";"',.1.:i:.:k:.k'";7-i-•i°2;$• 2r.0'a'4:;.•ii;;;i;l"'•l••4.'i.7,17)';1'':I''c'el''iiliil0i.:lg.:-:4;s:Pii;s;c:,4tL)lsr;yr;‘:;',Plp.;4,,'i;!;4f;1•11i1.zl4r.;,3i;-45;l,l:e;t;,4:r:•;.-.'-,i;-;11.12n;.1?4F,'-':'.:'):iP,t:k;;;1;';,1.i.-!'ik;-4.l.l;t,44:rtl4ii 1t '•71':.:1-.2.':;..1-., ....,:!* : „ . .r' ' ; - ! : . ' ' •''::-.. ' ; -0,7••±11-it'/,'oW'r,,';'-hi 4.„.,. ,,,,... .... ,Vii,ii; !"•: Z.‘_:kiiki3,..tii-..'3. rigrziii:1-:r:q.:• ;''Lli'--`1-.''.,:'-''-''. -- --';:‘,-- -.-4,.!:-1/4`,` •- . - -'-"Ill 'Iti'41:1Airli`WIzi‘'O't3" .r?, -';.:**'-'' . 0 -•= a':\I• -•- ' - .. . • :..::;4.t.tdi'',':-",-.4.ed-t1')til,0:-:"hclE-,:,t,.:,th,6 ,:filt,..,,,,,-, r.x.4:.11‘.!..e• -• . .:-- . ' ,.,...‘;',4 e4s,,-,1 •. 4.1i."'.itAt:W.% :,11;1 . . ...., . l'.;" \'.:.•••:',.\=. i 12 ......,..•.-.:....4.,.......,..... ..,.1 ss --, ,,,,..; ,...., :1- CE:',.0.1170-7--"-.71q-i,X.,..,VV.i:.: ::;;;l '-`;...\,,s,,#.`", ::::::.',.../....:7•-::`"2-4-4..7'-'---wk.v:Tifj.::::;,:,i'L:".:1 . ,t..........J-7-.. :-.7 ;;L:143::".",i,:ei7.'"':: .;.....:;::1•'(-ti" • -:;;'1'......'";,-'1:;:;.:: •-• ; It: 1. „, ,,...,......:: „, . .,. ,. _____....x...,v • . , •_... - ----, — - • .. .,v„. :.--•... . .•.. .,.-.,v -r.•..: - . .,, . .--..,-.- .-.....,: , . ....::-,-.--. ,..:-.-,„....,. ,....... .;-.:,....::1. . ,... .,..:.,...;;;.. „::;,::: . -.,,, :::::., . ‘,. .,.....,..„ ...„..i... ., ,... .........,„„ ,.„,,.. s. v...., ,...,....,.t,.....,:::,..!.).„, .., \,...„ ,L...,,,,t,.. , ' n --- '---- '':•.:./. . ,, oFF014- James F. King,President y Town Hall,53095 Main Rd. Bob Ghosio Jr.,Vice-President ,�. P 0. Box 1 179 Dave Bergen `F 1� Southold,NY 11971 John Bredemeyer 44 � $� +► Telephone(631)765-1892 jg.Michael J.Domino y' J.• Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD January 18, 2012 Mr. Arthur Cody 441 Centre Island Rd. Oyster Bay, NY 11771 RE: WETLAND PERMIT#7252 630 DEAN DR., CUTCHOGUE SCTM#116-4-2 Dear Mr. Cody: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wed., January 18, 2012: RESOLVED, that the Southold Town Board of Trustees grants a One-Year Extension to Wetland Permit#7252, as issued on February 24, 2010 and Amended on March 23, 2011. This is not an approval from any other agency. Sincerely, r4Jame in g' p Boars of Trustees JFK:lms ' Town Hall Annex James F. King, President , a10 SW/4,�� Bob Ghosio,Jr.,Vice-President o/e t 54375 Main Road P.O. Box 1179 Dave Bergen [ [ ; Southold,New York 11971-0959 John Bredemeyer � Michael J. Domino `; . `� iQ�� Telephone(631) 765-1892 °i Fax(631) 765-6641 • BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD January 23, 2013 Mr. Arthur Cody 441 Centre Island Road Oyster Bay, NY 11771 RE: ARTHUR CODY 630 DEAN DRIVE, CUTCHOGUE SCTM# 116-4-2 Dear Mr. Cody: . The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, January 23, 2013: RESOLVED that the Southold Town Board of Trustees grants the last One-Year Extension to Wetland Permit#7252, as issued on February 24, 2010, and Amended on March 23, 2011. This is not an approval from any other agency. If you have any questions, please.do not hesitate to contact this office. Sincerely, olzpa, James F. King President, Board of Trustees JFK:amn , 0SO(i, - John John M. Bredemeyer III, President ,°e IT °l Town Hall Annex Michael J. Domino,Vice President 111 h .j co 54375 Main Road P.O. Box 1179 James F. King,Trustee % , . j Southold, New York 11971-0959 Dave Bergen,Trustee % , . s', a • ,& 0 Telephone (631) 765-1892 Charles J.Sanders,Trustee `: COUNT`IIn ,�Ir� Fax(631) 765-6641 -e.....-'°, BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1126C Date: June 19, 2015 THIS CERTIFIES that the construction of an 822sq.ft. single-family dwelling; 45sq.ft. deck; 200sq.ft. driveway; sanitary system and public water service; the installation of gutters to leaders to drywells to contain roof runoff; with the condition to establish and subsequently maintain a 50' Non-Disturbance Buffer with a 4' wide access path to the water. At 630 Dean Drive, Cutchogue Suffolk County Tax Map#116-4-2 Conforms to the application for a Trustees Permit heretofore filed in this office Dated January 8, 2010 pursuant to which Trustees Wetland Permit#7252 Dated February 24, 2010,was issued and Amended on March 23, 2011, and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of an 822sq.ft. single-family dwelling; 45sq.ft. deck; 200sq.ft. driveway; sanitary system and public water service; the installation of gutters to leaders to drywells to contain roof runoff; with the condition to establish and subsequently maintain a 50' Non-Disturbance Buffer with a 4' wide access path to the water. The certificate is issued to ARTHUR CODY owner of the aforesaid property. din& qv% 60067,„„5,40.A . FD) F, IT; [-FM-7- �,� Authorized Signature IFIL Jug 2 t! r I SLIM DEPT NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION No! Facility DEC ID 1-4738-03949 PERMIT Under the Environmental Conservation Law (ECL) Permittee and Facility Information • :3.-` PermitIssued To: i • Facility: ARTHUR CODY CODY PROPERTY - 441 CENTRE ISLAND RD BEACHWOOD RD - S OF NEW SUFFOLK . , AVEISCTM.#1000-116=04-002 OYSTER BAY,NY 11771 CUTCHOGUE,NY 11935 (5i.6)'„776-4551 ` - ' Facility Application Contact: - SUFF.—SC7 `LIK ENVIRONMENTAL CONSULTING U•- ' INC. - . 10.0OX--2003* {` . - •. , BRIDGEHAMPTON,NY.11932-2003 , .•_ ', • (63:I h531-5160• : i ' • ,. _ • ;'. ;�; ; -' : 'F a:,;•- , • . - ,, . t = ' ..-•' ' -'. -ry;,:. f.),..,-- ' .Faci y`:;I ocation.. •in}SOU,THOLD in`SUFFOLK;C.OUNTY ' ry .., ' ' ' " • Facility?Pr`ineipal;Referenc'ePoinWNYTIvi=E 71;0:Sr : ie,,NYTM-N:-;4540.7 . , ',1`t' r - . '; .i ,cif.; „G 1/ • Latitude:f:4145 ,'25 2" Longitude:,,72°29'51.2" . . Authorized Activity Construction•of-a new`single,fanu1y dwelling with septic system,:decks & - •pprvious.driveway.in.accordance,;with plans by Joiin�T:Metzger, last revision 1,0/27/10-and stamped 'NYSDEC approyed:on 111811:0:„ . • . • , i r• _- . '. • . - - ..:-.:1:- :,.:-f - • . PermitAuthoriza'tions TidallWetlaids'*'Under Article'15 - ' ' • • x Perin if D 1-4738-03949/00001 ' •. Permit Effective Date: 11/8/2010 Expiration Date: 11/7/2017 NYSDEC•Approval, • - • - Byacceptance_of thisipermit, the;permittee agrees;that thec,permit,is contingent upon,strict compliance.with the ECL,:all:applicable regulations,;and all.conditions,included as part of this peririit. - ., :�: L • Permit Administrator: SUSAN-ACKERMAN D a a:Re ori0Permit Administrator Address _NYSDEQREGION:1 HEADQUARTERS.;,. _ 1 • SUNY @ S Co -BROOKI505`'CIROLEID • -STOW43– OO 1 117290A409:,;.•• - . - .. Authorized-Signature: • Date 11/` / ZOlo ' - Page 1 of 6 5 1 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Now Facility DEC ID 1-4738-03949 PERMIT Under the Environmental Conservation Law (ECL) Permittee and Facility Information Permit Issued To: 5 Facility: ARTHUR CODY CODY PROPERTY 441 CENTRE ISLAND RD BEACHWOOD RD - S OF NEW SUFFOLK AVEISCTM#1000-116-04-002 OYSTER BAY,NY 11771 CUTCHOGUE,NY 11935 (516) 776-4551 Facility'.Application Contact: SUFFOLK ENVIRONMENTAL CONSULTING INC PO BOX 2003 BRIDGEHAMPTON,NY 11932-2003 (631):537-5160 Facility Location: in SOUTHOLD in SUFFOLK COUNTY' Facility Principal Reference Point: NYTM-E: -710.5 NYTM-N: 4540.7 ' Latitude: -41°59'25.2" Longitude: 72°29'51.2" Authorized Activity: Construction of a new'single family dwelling with septic system, decks & pervious driveway in accordance with plans by John T Metzger, last revision 10/27/10 and stamped NYSDEC approved on 11/8/10. - ' S Permit Authorizations Tidal Wetlands -Under Article 25 Permit ID 1-4738-03949/00001 New Permit Effective Date: 11/8/2010 Expiration Date: 11/7/2017 NYSDEC Approval By acceptance of this'permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator: SUSAN ACKERMAN, Deputy Regional Permit Administrator Address: 'NYSDEC REGION 1 HEADQUARTERS • SUNY @ S O BROOKS() CIRCLE RD • STONY B OO 11790-3409 Authorized Signature: Date I I/ / ZO`p Pagelof6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Naaar Facility DEC ID 1-4738-03949 Distribution List SUFFOLK ENVIRONMENTAL CONSULTING INC Habitat-TW SUSAN ACKERMAN Permit,Components { • NATURAL RESOURCE PERMIT CONDITIONS- . GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS f ' NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS, 1. State May Require Site Restoration If upon the expiration or revocation of this permit, the project - hereby authorized has not been completed, the applicant shall,without expense to the State, and to such extent and in such time and-manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 2. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclo'sed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project,the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 3. Concrete Leachate During construction,no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State, nor shall washings from ready-mixed concrete trucks,mixers, or other devices be allowed to enter any,wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 4. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from j f construction of this project shall be completely removed from the adjacent area(upland),and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 5. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 6. Storage of Equipment,Materials The storage-of construction equipment and materials shall be , confined within the project work area and/or upland areas greater than 75 linear feet from the tidal • wetland boundary. - . • - Page 2 of 6 `/ NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION mar Facility DEC ID 1-4738-03949 7. No Unauthorized Fill No fill or backfill is authorized by this permit without further written approval from the department (permit,modification, amendment). 8. Establish Vegetated Buffer To protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established. There shall be no disturbance to the natural vegetation or topography within an area extending 50 linear feet landward of the tidal wetland boundary. 9.' No Disturbance of Sediments Except Piles No disturbance of the sediments shall be permitted except for the driving of the wooden piles. 10. Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed at the landward edge of the buffer area as per plans,prior to commencement of any regulated activities and remain in place and in good, functional condition until the project-is completed and all disturbed areas are stabilized with vegetation. 11. Runoff Directed to Upland Drywells Roof runoff shall be directed to drywells a minimum of 60 linear feet landward of the tidal wetland boundary for immediate on-site,recharge. - 12. Driveway/Parking Area of Pervious Material Driveway and parking area shall be constructed of NYSDEC-approved pervious materials. 13. Direct Runoff Away from Tidal Wetland and Buffer Roads, driveways, and parking areas shall be graded to direct runoff away from tidal wetlands and protected buffer areas. 14, Sanitary Systems above Groundwater Sanitary system (bottom of tank and leaching pools) shall be located a minimum of 2 feet above seasonal high groundwater. 15. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation(grasses, etc.) immediately following project completion or prior to permit expiration,whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season,then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 16. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by-the State for the conservation or improvement of navigation, or for other purposes,'and no claim or right to compensation shall accrue from any such damage. 17. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by John T. Metzger last revision 10/27/10 and stamped NYSDEC approved on 11/8/10. 18. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the.free navigation of said waters Or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to Page 3 of 6 • 11111110 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Nuor Facility DEC ID 1-4738-03949 remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if,upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 19. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings,paints, concrete, leachate or any other environmentally deleterious materials - 9 associated with the project. GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department • of Environmental Conservation(the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 _ - and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the-permit area when requested by the Department. A Copy of this permit,,including all referenced maps, drawings and special conditions,must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly . provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. - 3. Applications For Permit Renewals, Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal,modification or transfer granted by the Department must be in writing. Submission of applications for permit'renewal,modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC REGION 1 HEADQUARTERS - SUNY @ STONY BROOK'50 CIRCLE RD STONY BROOK,-NY11790'-3409 - 4. Submission of Renewal'Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. Page 4 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03949 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions,relevant, - technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for'permit transfer should be submitted prior to actual transfer of ownership. • NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS J _ Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents("DEC") for all claims, suits, actions, and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to,DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Page 5 of 6 • NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03949 Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. , • • • . Page 6 of 6 i, New York State Department of Environmental Conservation . AlIlk Division of Environmental Permits, Region 1 SUNY @ Stony Brook V 50 Circle Road, Stony Brook, NY 11790-3409 - Phone: (631)444-0365 • Fax: (631)444-0360 Website: www.dec.nv.aov AMENDMENT TO PERMIT March 31, 2011 Mr Arthur Cody 441 Centre Island Road • Oyster bay, NY 11771 Re: 1-4738-03949/00001 Beachwood Road, Cutchogue SCTM# 1000-116-04-002 Dear Mr Cody: Your recent request to modify the above permit has been reviewed pursuant to 6NYCRR Part 621. It has been determined that the proposed modifications will not substantially change the scope of the permitted actions or the existing permit conditions. Therefore, the permit has been modified to authorize: Modify septic system and reconfigure proposed dwelling, deck and stairs in accordance with plans by John T Metzger, last revised on January 28, 2011 and stamped NYSDEC approved March 31, 2011. This letter is an amendment to the original permit and, as such, shall be available at the job site whenever authorized work is in progress. All other terms and conditions remain as written in the original permit. Ve truly y r , • - u an Ackerman Deputy Permit Administrator • cc: file BOH 1W Suffolk Environmental 4ui 'years of stewardship 1970-2010 375S 7t)- APPLICA1 ION r k7)- PAGE 1 o{ TOWN OF SOUTHOLD FLOODPLAIN DEV[:LOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION 1: GENERAL PROVISIONS (APPLICANT to read and sign)' 1. No work may start until a permit is issued_ 2. The permit may be revoked if any false statements are made herein_ 3_ If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued_ 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local, state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make treasonable inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO THIS APPLICATION ARE,TO THE ES OF MY KNOWLEDGE,TRUE AND ACCURATE. p t (APPLICANT'S SfC:U IATURE) DATE/22 SECTION 2: PROPOSED DEE.LOPMENT(To be completed by APPLICA?\'Tl NAME _, ADDRESS TELEPHONE /� / c� / C f � > l APPLI ;� , "� ���L�/� C.._DGf �/� �ir'�2f �SL��� �� � �/<7!' BUILDER Cxvie L1 ENGINEER Aor 44,7-7 PROJECT LOCATIOU: To avoid delay in processing the application, please provide enough information to easily identify the project location. Provide the street address, Iot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark. A sketch attached to this application showing the project location would be helpful. • FDP(93) l APPLICATIOt. PAGE 2 OF 4 ---•- i DESCRIPTION OF WORK (Check all applicable boxes) A. STRUCTURAL DEVELOPMENT AL t IVITY STRUCTURE TYPE WC/ Structure 012.csidential (1-4 Family) ❑ Addition 0 Residential (More than 4 Family) ❑ Alteration _ 0 Non-residential (Floodproofwg? ❑ Yes) ❑ Relocation 0 Combined Use (Residential'& Commercial) ❑ Demolition 0 Manufactured (Mobile) Home (la Mann- O Replacement factured Home Park? O Yes) ESTIMATED COST OF PROJECT 5 p�� ��• O B. OTHER DEVELOPMENT ACTIVITIES: t '/ ❑ Fill 0 Mining 0 Drilling ading ❑ Excavation (Except for Structural Development Checked Above) O Watercourse Alteration (Including Dredging and Channel Modifications) ❑ Drainage Improvements (Including Culvert Work) ❑ Road, Street or Bridge Construction ❑ Subdivision (New or Expansion) - O Individual Water or SIFT System ❑ Other (Please Speciy) After completing SECTION 2, APPLICANT should submit form to Local Administrator for review. SECTION 3: FLOODPLAIN DETERMINATION (To be completed by LOCAL ADMIMSTRATORI The proposed development is located on FIRM Panel No. , Dated- The Proposed Development: O Is MOT located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ Is located in a Special Hood Hazard Area. FIRM zone designation is 100-Year flood elevation at the site is: Ft. NGVD (MSL) 0 Unavailable 0 The proposed development is located in a floodway FBFM Panel No. Dated O See Section 4 for additional instructions • SIGNED DATE APPLICATION #, PAGE 3 OF a SECTION 4- ADDITIONAL INFORMATION REQUIRED (To he completed by LOCAL ADMINISTRATOR) The applicant must submit the documents checked below before the application can be processed CI A site plan showing the location of all existing structures, water bodies, adjacent roads, loi dimensions and proposed development. ❑Development plans,drawn to scale, and specifications,including where applicable:details for anchoring structures,proposed elevation of lowest floor(including basement),types of water resistant materials used below the fust floor,details of floodproofmg of utilities located below the first floor and details of enclosures below the first floor. Also, Subdivision or other development plans(If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they arc not otherwise available). O Plans showing the extent of watercourse relocation and/or landform alterations. fl Top of new fill elevation Ft. NGVD (MSL). ❑ Floodproofing protection level (non-residential only) Ft.'NGVD (MSL). For flotidfroofcd structures, applicant must attach certification from registered engineer or architect. ❑ Certification'from a registered engineer that the proposed activity in a regulatory floodway will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting-this finding must also be submitted. ❑ Other: SECTION 5: 'PERMIT DEI bRMINATI•N . .c com.leted . Le AL ADMINI RAT,R - I have determined that the proposed activity". A_0 Is B.0 Is not in conformance with provisions of Local Law # , 19�. The permit is issued subject to the conditions attached to and made part of this permit. SIGNED , DATE if BOX A is checked, the Local Administrator may issue a Development Permit upon payment of designated fee. If BOX B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from the Board of Appeals • 1 • APPLICATION a PAGE 4OF4 APPEALS Appealed to Board of Appeals'' 0 Ycs 0 No Hearing date: Appeals Board Decision --- Approved? 0 Ycs 0 No Coodituons ECTION G: • -BUILT ELEVATION To be submitted by APPLICANT before Certificate of Compliance is issued) The following information must be provided for project structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete I or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor, including basement(in Coastal High Hazard Areas, bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). 2- • Actual (As-Built) Elevation of floodproofing protection is FT. NGVD (MSL). NOTE: Any work performed prior to submittal of the. above information is at the risk of the Applicant. ' I SECTION 7: COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the community's local law for flood damage'prevention. INSPECTIONS: DATE BY DEFICIENCIES? 0 YES 0 NO DATE BY DEFICIENCIES? O YES ONO DATE BY DEFICIENCIES? 0 YES 0 NO SECTION 8: CERTIFICATE OF COMPLIANCE(To be completed by LOCAL ADMINISTRATOR) Certificate of Compliance issued: DATE BY: _ f A Attachment B SAMPLE CERTIFICATE OF COMPLIANCE for Development in a Special Flood Hazard Area 1 1 tr TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE. OWNERS NAME AND ADDRESS: CHECK ONE: ❑ NEW BUILDING ❑ EXISTING BUILDING ❑ VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF - LOCAL LAW # , 19 SIGNED: DAVID: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE # DATED ' SIGNED: DATED: C/C(93) II U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE FEDERAL EMERGENCY MPNAGEMENT AGENCY OMB No. 1660-0008 National Flood Insu,unce Program Important: Read the instructions on pages 1-9. Expiration Date.July 31, 2015 SECTION A–PROPERTY INFORMATION FOR.INSURANCE.COMPANY USE Al Building Owner's Name ARTHUR CODY Policy Number. A2 Building Street Address(including Apt., Unit,Suite,and/or Bldg.No)or P O.Route and Box Nof Gpmpany�TJAIC�Nuibers��l 630 BEACHWOOD ROAD City CUTCHOGUE State NY ZIP Code 11935 lad A3 Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc) OCT 2 8 2015 �� 1000-116-04-02 _–� A4 Building Use(e.g, Residential, Non-Residential,Addition,Accessory,etc.)RESIDENTIAL A5 Latitude/Longitude. Lat.40DEG 59MIN 20.1SEC Long 72DEG 29MIN 59.7SEC Horizontal Dat m. [—NAD 1927D( [t)1i D 1983 A6 Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance T04i1\N(.F SOI'THOLD A7 Building Diagram Number 7 A8 For a building with a crawlspace or enclosure(s). A9 For a building with an attached garage a) Square footage of crawlspace or enclosure(s) 790 sq ft a) Square footage of attached garage sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s)within 1.0 foot above adjacent grade 3 within 1 0 foot above adjacent grade c) Total net area of flood openings in A8 b 750 sq in c) Total net area of flood openings in A9 b sq in d) Engineered flood openings? ® Yes ❑ No d) Engineered flood openings? ❑ Yes ❑ No SECTION B–FLOOD INSURANCE RATE MAP(FIRM)INFORMATION BI NFIP Community Name&Community Number B2.County Name B3 State SOUTHOLD,TOWN OF 360813 SUFFOLK NEW YORK B4 Map/Panel Number B5 Suffix B6 FIRM Index Date B7.FIRM Panel B8 Flood B9. Base Flood Elevation(s)(Zone 3610300501 H Effective/Revised Date Zone(s) AO, use base flood depth) 09/25/2009 X B10 Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9 ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other/Source B11 Indicate elevation datum used for BFE in Item B9. ❑NGVD 1929 ® NAVD 1988 ❑ Other/Source B12 Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes ® No Designation Date- ❑ CBRS ❑ OPA SECTION C–BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on ❑ Construction Drawings* ❑ Building Under Construction* Z Finished Construction *A new Elevation Certificate will be required when construction of the building is complete C2 Elevations–Zones A1–A30,AE,AH,A(with BFE),VE,V1–V30,V(with BFE),AR,AR/A,AR/AE,AR/A1–A30,AR/AH,AR/AO Complete Items C2 a–h below according to the building diagram specified in Item A7 In Puerto Rico only,enter meters. Benchmark Ut'lized. Vertical Datum: NAVD 88 Indicate elevation datum used for the elevations in items a)through h)below ❑ NGVD 1929 ® NAVD 1988 ❑Other/Source: Datum used for building elevations must be the same as that used for the BFE Check the measurement used a)Top of bottom floor(including basement,crawlspace,or enclosure floor) 5 5 ®feet ❑meters b)Top of the next higher floor 14 1 ®feet ['meters c) Bottom of the lowest horizontal structural member(V Zones only) __ ❑feet 0 meters d)Attached garage(top of slab) _– 0 feet CImeters e) Lowest elevation of machinery or equipment servicing the building 8 0 ®feet ❑meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 5 0 ®feet ❑ meters g) Highest adjacent(finished)grade next to building(HAG) 8 0 ®feet ❑meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support 4 8 ®feet ❑meters SECTION D–SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation . OF P)c;,y'` information./certify that the information on this Certificate represents my best efforts to interpret the data available. .' 4,P'�""' )`p I understand that any false statement may be punishable by fine or imprisonment under 18 U S Code, Section 1001 4� 1. I\1 7 `4 111 Check here if comments are provided on back or form Were latitude and longitude in Section A provided by a," ,CD 'Cs`TAC�fi a ❑ Check here if attachments licensed land surveyor'? ® Yes ❑ No l * t A r y t Certifier's Name JOHN T METZGER License Number 49618 • krV; Title OWNER/PRESIDENT Company Name PECONIC SURVEYORS Address 1231 TRAVELER STREET City SOUTHOLD State NY ZIP Code 11971 496 . Signature /1 Date 08/03/2015 Telephone 631765-5020 FEMA Form 086-0-33(7/12) See reverse side for continuation Replaces all previous editions. ELEVATION CERTIFICATE, page 4 Building Photographs Continuation Page IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 630 BEACHWOOD ROAD — City CUTCHOGUE State NY ZIP Code 11935 Company NAIC Number: If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. ra r y s , ' - IN AS 1 ,. . • ilk. MB . . ,. • .,firr ..... . .g .d .. yr - r, 4 S * 01. rr• •r• ''r''t. 10111r4017 i ...*IiIiiii 111B1111:61:11115 ■ . Iri"# 44.E;00.-lie'.aw-,,•v ds-xa,... ,„•hr.... , • FEMA Form 086-0-33(7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 4 Building Photographs Continuation Page IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt, Unit,Suite,and/or Bldg No)or P O. Route and Box No. Policy Number: 630 BEACHWOOD ROAD City CUTCHOGUE State NY ZIP Code 11935 Company NAIC Number: If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. 5 -,., \ ' °*w I q jjj i f 1 ` � '29 . '11. ‘,,,...i, - 1:: W $ ' 1 544 , , ..., , 4 444, ,, , ,, , FEMA Form 086-0-33(7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 2 IMPORTANT: In these spaces,copy the corresponding information from Section A. ;FOR INSURANCE:COMPANY,USE Building Street Address(including Apt, Unit,Suite,and/or Bldg No.)or P 0 Route and Box No PolicyNumber. 630 BEACHWOOD ROAD _ City CUTCHOGUE State NY ZIP Code 11952 Company NAIC.Number.- SECTION D—SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for(1)community official, (2)insurance agent/company,and(3)building owner Comments Signature Date 08/03/2015 SECTION E—BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items El—E5 If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B, and C For Items E1—E4, use natural grade,if available Check the measurement used In Puerto Rico only,enter meters El Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG) � a)Top of bottom floor(including basement,crawlspace,or enclosure)is x-'�. I eet ❑meters ❑above or❑below the HAG b)Top of bottom floor(including basement,crawlspace,or enclosure)is , • 0 feet ❑meters ❑ above or❑ below the LAG E2 For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions),the next higher floor (elevation C2 b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG E3 Attached garage(top of slab)is ❑feet ❑ meters ❑above or ❑ below the HAG E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑ above or❑ below the HAG E5 Zone AO only. If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑Yes ❑ No ❑ Unknown.The local official must certify this information in Section G SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property ownei or owner's authorized representative who completes Sections A, B,and E for Zone A(without a FEMA-issued or community-issued BFE) or Zone AO must sign here The statements in Sections A, B,and E are correct to the best of my knowledge Property Owner's or Owner's Authorized Representative's Name/9�. alt /-47d ��U1r Address 27/47// . �/ C�a L, -, ,./,. ,fd ,®G Citty4/O�`�.Lg1 /G/J State l,& ZIP Code" 7 7/ Signature /`// � �i�1' DateC.�r S.s/ J` Telephone l �� ) _ Z. s71—774 —93-57 Comments -- ❑Check here if attachments SECTION G—COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and G of this Elevation Certificate.Complete the applicable item(s)and sign below Check the measurement used in Items G8—G10 In Puerto Rico only,enter meters G1 ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information (Indicate the source and date of the elevation data in the Comments area below) G2 ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO G3 ❑ The following information(Items G4—G10)is provided for community floodplain management purposes G4 Permit Number G5 Date Permit Issued G6 Date Certificate Of Compliance/Occupancy Issued G7 This permit has been issued for ❑New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑meters Datum G9 BFE or(in Zone AO)depth of flooding at the building site ❑feet ❑meters Datum G10 Community's design flood elevation' ❑feet ❑meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑Check here if attachments FEMA Form 086-0-33(7/12) Replaces all previous editions ELEVATION CERTIFICATE, page 3 Building Photographs See Instructions for Item A6. IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 630 BEACHWOOD ROAD City CUTCHOGUE' State NY ZIP Code 11935 Company NAIC Number: If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. immosi. wow.. d ; _ - , ,......„,,, , ,, „,e; ,„ , , ,: , ,,,,, ,,, ,;-, _ ,,* , ,, ,, -,,,,,„.. ,- ,, ,,/, •,,;-_, - - 1,10. ',,, -_._ ,,,..... .. ./ ms ,.. ___ . ,..... . , ,......7_____ ________ ...._ ,. . ..,4, „.„ ,./...:7,- ` --'-- --------. -!---.::-..--.';'' _ -- a*i i s" s. • ,v -- .1--Z--,..-- - . „„� , .us sr :�,..,.w,y4 A . I 0,,,,.4. „,....."'"- if , 4 rrinli ,:,,, IF lid .1.4z,,, f . „of :' _ . t ir �i - _ 01 vp,.... __ , .4..._)1!-- i.�1 ii ii. - .. _ .._ _ , lirut.i:...... I U3 ,',Q7, ,. lig Nu 4 ,4, -,' l ' ill ''- ' Mart „Av.,. SL-404;Ora in_t ,%, • ..„...,...., ".* .,- ,7--.7.---------_ ', FEMA Form 086-0-33 (7/12) Replaces all previous editions. s , iqi, , i Ii. ;F l '�1 SPANO .J1 "oil 'II VF ABSTRACT SERVICE CORP. WWW.SPANOABSTRACT.COM 370 Old Country Road,Suite 100,Garden City,NY 11530 (516) 294-7037 / Fax(516)742-9375 SINGLE AND SEPARATE CERTIFICATE, SPANO ABSTRAC A'_ :-.. e . As agent for Fidelity National Title Insurance Company Hereby certifies to the Town of Southold,County of Suffolk,State of New York,that is has caused a search to be made in the Office of the Clerk of the County of Suffolk,in the State of New York, against , - - the premises described herein in order to determine the chain of title from Jana•1, 1983 to the date certified herein for the Premises described on Schedule A herein, known as District 1000, Section 116.000, Block 04.00 Lot 002.000(Subject Premises)and for the various parcels or premises,lying •• adjacent thereto in any direction, all of which searched are attached hereto and made part of this Certificate. THIS Company's liability under this Certificate for any reason whatsoever shall not exceed$25,000.00 and shall be confined to the said Town of Southold and/or its various agencies. Dated: September 1,2013 Garden City,New York SPA O ABSTRACT SERVICE CORP. 7I ii /' i . Thomas E. Gaffney , /Assistant Counsel Title No.: SP30500-S , y • Description of Subject Premises District 1000, Section 116.000,Block 04.00 Lot 002.000 ALL that certain plot piece or parcel of land, situate, lying and being at Cutchogue in the Town of Southold, County of Suffolk and State of New York, bounded and described as follows: BEGINNING at a point on the westerly side of Dean Drive (Beachwood Road), distant the following three courses and distances from the intersection of said westerly side of Dean Road with the southerly side of New Suffolk Avenue: 1. South 14 degrees 00 minutes 00 seconds West 261.76 feet; 2. South 04 degrees 29 minutes 00 seconds East 189.70 feet; 3. South 26 degrees 00 minutes 00 seconds East 231.80 feet to a monument set in the westerly side of Dean Road at the point or place of beginning; RUNNING THENCE South 26 degrees 00 minutes 00 seconds East 65.00 feet; THENCE South 72 degrees 27 minutes 10 seconds West 161.85 feet; THENCE North 68 degrees 39 minutes 20 seconds West 102.40 feet; North 72 degrees 27 minutes 10 seconds East 232.00 feet to the point or place of BEGINNING. AS TO PARCEL A—SUBJECT PREMISES: DISTRICT: 1000 SECTION: 116.00 BLOCK: 04.00 LOT: 002.000 DEED Jean H. Tuthill, as County Treasurer Dated: 03/02/1984 To Recorded: 03/02/1984 County of Suffolk Liber: 9522 Page: 9 DEED County of Suffolk Dated: 02/28/1987 To Recorded: 03/19/1987 John I. Palmer, Lawrence G.Palmer,Marilyn E. Liber: 10274 Page: 522 Perrin,Executor of the Estate of Russel Perrine, Elizabeth Thomassen,New York Association for the Blind as to 3/18ths,American Cancer Society as to 3/18ths, as heirs and distributees of the Estate of Howard S. Palmer DEED American Cancer Society Dated: 12/16/2011 To Recorded: 01/24/2012 Lawrence G.Palmer,Elizabeth Thomassen, Liber: 12683 Page: 25 Marilyn E. Perrine,individually and as executor of the Estate of Russell K. Perrine, Jr.,Ruth Palmer, Howard S. Palmer,Mark G. Marshall, Sara P. Johnson,Miriam P. Guest DEED Lighthouse International (f/k/a New York Association for the Blind) Dated: 12/13/2011 To Recorded: 01/24/2012 Lawrence G.Palmer,Elizabeth Thomassen, Liber: 12683 Page: 26 Marilyn E. Perrine,individually and as executor of the Estate of Russell K. Perrine,Jr.,Ruth Palmer, Howard S. Palmer,Mark G.Marshall, Sara P. Johnson,Miriam P. Guest LAST DEED OF RECORD: DEED Lawrence G.Palmer,Elizabeth Thomassen, Marilyn E. Perdue,individually and as executor of the Estate of Russell K. Perrine,Jr.,Ruth Palmer, Howard S. Palmer, Mark G.Marshall, Sara P. Johnson,Miriam P. Guest Dated: 12/20/2011 To Recorded: 01/24/2012 Arthur Cody and Heidi Cody,his wife Liber: 12683 Page: 27 AS TO PARCEL B—PREMISES ADJACENT TO THE WEST: DISTRICT: 1000 SECTION: 116.00 BLOCK: 04.00 LOT: 001.000 LAST DEED OF RECORD: DEED Laurence P. Reeve,individually and as executor, et al. Dated: 05/04/1977 To Recorded: 10/08/1978 Cutchogue—New Suffolk Park District Liber: 8441 Page: 544 AS TO PARCEL C—PREMISES ADJACENT TO THE SOUTH: DISTRICT: 1000 SECTION: 116.00 BLOCK: 04.00 LOT: 004.000 DEED Ernest E.Belfi Dated: 03/05/1958 To Recorded: 03/19/1958 Arthur Reinhardt and Margaret Reinhardt Liber: 4438 Page: 102 (Conveys an undivided 1/7th interest to the grantees) DEED Ernest E. Belfi Dated: 03/02/1960 To Recorded: 03/10/1960 Ernest E. Belfi and Thora Belfi,his wife,Eugene Liber: 4779 Page: 183 B. Beardslee and Jean E. Beardslee,his wife,Alice M. Foscato,Paul Suter and Virginia Suter, his wife,Raymond W. Robinson and Helen E. Robinson,his wife and Harold Olsen and Hilda Olsen,his wife (Conveys an undivided 1/7th interest to the grantees) DEED Ernest E.Belfi and Thora A. Belfi Dated: 09/10/1960 To Recorded: 09/29/1960 Robert S. Rushmore and Margaret M.Rushmore, Liber: 4881 Page: 185 his wife CORRECTION DEED Ernest E. Belfi and Thora Belfi,his wife Dated: 12/12/1960 To Recorded: 12/22/1960 Robert S. Rushmore and Margaret M. Rushmore, Liber: 4924 Page: 572 his wife DEED Robert S. Rushmore and Margaret M. Rushmore Dated: 02/20/1961 To Recorded: 02/28/1961 Harold Olsen and Hilda Olsen,his wife,Paul Suter Liber: 4953 Page: 187 and Virginia Suter,his wife,Arthur Reinhard and Margaret Reinhard,his wife, Eugene B. Beardslee and Jean Beardslee,his wife, Raymond Robinson and Helen Robinson,his wife, and F.Vincent Foscato and Alice Foscato,his wife (Conveys a 5/7th interest in the premises) DEED Robert S. Rushmore Dated: 12/21/1970 To Recorded: 12/31/1970 Margaret M.Rushmore Liber: 6863 Page: 185 DEED Margaret Reinhard Dated: 05/14/1997 To Recorded: 09/16/1997 Margaret Reinhard,as Trustee of the Margaret Liber: 11851 Page: 980 Reinhard Revocable Trust dated May 14, 1997 AS TO PARCEL D—PREMISES ADJACENT TO THE NORTH: DISTRICT: 1000 SECTION: 116.00 BLOCK: 04.00 LOT: 003.000 DEED , James Dean Dated: 05/27/1981 To Recorded: 06/04/1981 Katharine Turner Parsons Liber: 9012 Page: 207 CORRECTION DEED James Dean Dated: 08/10/1989 To Recorded: 10/30/1989 Katharine Turner Parsons Liber: 10956 Page: 593 DEED Melvin H. Parsons,Jr. as executor of Katherine Turner Parsons Dated: 08/19/1994 To Recorded: 09/01/1994 Melvin H. Parsons,Jr. et. al. as tenants in commoN Liber: 11692 Page: 214 DEED Charlotte T. DiLuzio Dated: 09/09/1994 To Recorded: 03/13/1995 Philip Turberg Liber: 11717 Page: 905 DEED Susan P.Turberg Dated: 11/16/1994 To Recorded: 03/13/1995 Philip Turberg Liber: 11717 Page: 906 DEED Thomas H. Turberg Dated: 11/16/1994 To Recorded: 03/13/1995 Philip Turberg Liber: 1177 Page: 907 DEED James K.Turberg Dated: 09/20/1994 To Recorded: 03/15/1994 Philip Turberg Liber: 11717 Page: 908 LAST DEED OF RECORD: DEED Philip Turberg,Melvin H. Parsons, Jr. and Martha Parsons De Blasio Dated: 12/31/2002 To Recorded: 03/07/2003 Martha Parsons De Blasio, as to V2,interest, Liber: 12239 Page: 222 Andrew H. Parsons as to ' interest and Heather A. Parsons as to % interest • AS TO PARCEL E—PREMISES ADJACENT TO THE EAST: BEACHWOOD ROAD STATE OF NEW YORK ) COUNTY OF NASSAU ) SS Thomas E. Gaffney,being duly sworn,deposes and says: That he resides at 370 Old Country Road, Garden City,New York and is over the age of 21 years and that he is Assistant Counsel at SPANO ABSTRACT SERVICE CORP. That the above is the true description of the subject premises and of the adjoining premises as shown on the record in the variance search under the above captioned title number. S,PANNOBS T SERVICE CORP. / ,:// 7 Thomas E. Gaffney Assistant Counsel SP30500-S Sworn to :-fore me this 1'da • t ovember, 2013 PI ibi ,!itary 'ublic MASON HAUSER Notary Public.Slate Of New York No.30-4644168 Qualified in Nassau County Lty Commission Expires June 30,20 Spano Abstract Service Corp. 370 Old Country Road,Suite 100,Garden City, NY 11530•Phone No. (516)294-7037•Fax No.(516)742-9375•E-Mail info@spa noab stract.corn SEARCH ORDER CONFIRMATION Title Number SP30500-S Application Date: 10/22/2013 SUPER RUSH Applicant: GAIL RERISI, ESQ. Phone (516) 939-0669 5 BETHPAGE ROAD Fax (518) 939-9006 HICKSVILLE, NY 11801 • E-Mail grerisi@optonline.net Sales Rep.DF ENTERPRISES Reference: CODY --------------- Application: Single&Separate •- Premises: 630 Dean Drive Dist. 1000 Sec. 116.00 BI. 04.00 Lot(s) 002.000 CUTCHOGUE, NY 11935 County: SUFFOLK Town: SOUTHOLD Parties: Owner(s): ARTHUR CODY and HEIDI CODY Survey Inst.: NO SURVEY COVERAGE REQUIRED Other Services: This is to confirm your application for a non-title insurance search as herein set forth. The examination is in progress and the report will be forwarded to you in accordance with your instructions. Please review the above information for accuracy and if you have any questions,do not hesitate to contact this company. We thank you for the opportunity to be of service to you. All rates and charges are subject to change and are due and payable within 30 days of the Invoice date. Spano Abstract Service Corp. 370 Old Country Road,Suite 100,Garden City, NY 11530•Phone No.(516)294-7037• Fax No.(516)742-9375•E-Mail info@spanoabstract.com Friday,November 01,2013 Page 1 of 1 Gail Rerisi, Esq. Invoice 5 Bethpage Road Hicksville, NY 11801 Account Number: 475 (516)939-0669 Fax No. (516) 939-9006 Search Number: SP30500-S Order Details: Ordered: 10/22/2013 Customer Reference: CODY Owner(s): ARTHUR CODY and HEIDI CODY Premises: 630 Dean Drive,,CUTCHOGUE,NY 11935 (SUFFOLK COUNTY) Date Description of charges Amount Sales Tax* Payments Amount due 10/22/2013 Single&Separate $550.00 $47.44 $0.00 $597.44 * Sales Tax for Nassau Tax Zone at 8.625% { Charges: $550.00 Please make checks payable to: Spano Abstract Service Corp. Sales Tax: $47.44 I 370 Old Country Road,Suite 100 Garden City, NY 11530 Payments: - $0.00 Total Due: $597.44 Please return this portion with your payment Name: Gail Rerisi, Esq. Invoice Amount: $597.44 Amount Enclosed: $ [ ]Please apply payment towards Search Number SP30500-S. [ ]Please apply payment towards balance under Account Number 475. Terms:All charges due within 30 days upon receipt without penalty. Please make checks payable to Spano Abstract Service Corp. 7' 1 a Scott A. Russell ,••'•,��°su "(6 -- James A. Richter, R.A. SUPERVISOR Va Michael M. Collins, P.E. SOUTHOLD TOWN BALL-P.O.Box 1179 A7 53095 Main Road-SOUTHOLD,NEW YORK 11971 - TeTepiione;# (631)-765 1560 Fax_ .•• Fax#: (631)-765-9015 MICHAELitoLLINS@TOWN.SOUTHOLD.NY.US •�'•.,�1 .X„ r,,0'', JAMIE;RICHTERC@TOWN.SOUTHOLD.NY.US Office of the Engineer -� ' �tAk g 6 ciL,D O Town of Southold STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET ( TO BE COMPLETED BY THE APPLICANT ) TO: ENGINEERING DEPARTMENT PLEASE ATTACH THE FOLLOWING DOCUMENTS or INFORMATION: FROM BUILDING DEPARTMENT 0 Copy of completed Application for Building Permit DATE: 10/2/7/3 ❑ Stormwater Management Control Plan APPLICANT: /1fre .. cfAJiberz 0CompletedChapter Cha ter 236 Stormwater S.C.T.M. #: 100 - 1(6 -•G ¢ 2- Review Checklist �p c i-J 4-a as /2DJ PROPERTY ADDRESS: ' 630 DS,.ti D/(,VL Cv re r'e'‘ I,L-7_, BRIEF PROJECT DESCRIPTION: A/C 4/ Je' ' „S'la�/t/C.F / it/ 'kJ Se p 777_ f 4/3/2 y ct, 4'cz_ _s I(,l. DRt WAG. I HSTAti-A-Votz5 M 0 ST Be l jdcd-I t ' cam, E Imo ; cb * oP._. &) 4t, s ea-T1 F. 1,c' rta a- * FOR efri4iE RING DEPARTMENT USE ONLY**** Reviewed By Ilrit 'd r Date: 11 /(o 13 N. Ap,rov , ElAddi ional Information Required: ra. . ,ti siF. ci CHAPTER ta DA / �' 111 u APPLICANT: a� � ., /41p T Z�v I2 Cp o t,, r .0 .4''i. Stormwater Review Checklist S.C.T.M.#: roaa _fib _QyC_ -, e z. Wrx: r . -41 PHYSICAL ADDRESS: 030 ne N XON Stormwater Management Control Plan Requirements Yes No NA If No or NA,Please-Provide Additional Information 1. Plan drawn to scale of not less than 60 feet to the inch showing: V a. location and description of property boundaries Ii/ _ b. total site acreage ✓ c. existing and natural and man-made features on and within 500 feet ......- of the site boundary as required in§236-17(C)(2). d. test hole data indicating soil characteristics and the depth to water e. proposed limits of clearing and the total area of proposed land disturbance f. existing and proposed contours of the site(minimum 2' interval) ✓ g. location of all existing and proposed structures,roads, driveways, ,/ _ sidewalks, drainage improvements and utilities h. spot grade and finished floor elevations for existing and proposed structures - 4."/ i. location of the swimming pool discharge ring _ j. location of proposed soil stockpile area(s) . " �- k. location of the proposed construction entrance/staging areas L ./ r•E p- D,e/v y s c/' it 1. location of the proposed concrete washout area ct r t — m. location of all proposed erosion and sediment control measures 2. Plan includes calculations showing that the stormwater improvements- - are sized to capture, store and infiltrate on-site the runoff from all ✓ impervious surfaces generated by a two-inch rainfall 3. Detail drawings(required_for,plan approval)provided for: _ a. erosion and sediment controls ,/ b. construction entrance ✓ c. inlet structures(e.g. catch basins,trench drains, etc.) r/ _ d. leaching structures (e.g. infiltration basins, swales,etc.) REVISED 7/24/2013 ft � TO=Hall Annex t * -*`i Telephone(631)765-1802- 54875 Main Road (631176 95�P� P.O.Box 1175 ; G. - k / roger richert Own. ouuu�,o©.nv us • - ..Southold,NY 11971-0959 ;%p' ;` if! - BUILDING DEPARTMENT - • - TOWN OF SOUTHOLD - APPLICATION FOR ELECTRICAL INSPECTION - • REQUESTED BY: 11 Soli; �I P. 6, 631 4; Date: " 17 /pi_ - ; • Company.Name: g.../wd prizsit -. Name: i; a Nti ;�z= " License•Na,: G q (44. . . Address: " 1 ��()P$s a ..p Ate- Fle c( eoi L / filo 1 ; Phone No.: L0 31 g o 7- ,,)_,q..4 2. JOBSITE INFORMATION: (*Indicates required information) - *Idamp: AJ 62 �S - . *Address: - (03© . D..),: DofLs-/! • .k • - *Cross Street: pcio. C i7 1 - *Phone No.: - - -:c-l6 -77tc.— 9;c5- 1, • . Permit No.: . . if: S 7 2. . Tax Map District: ' .1000 Section: . • Block: i 1 L Lot: y- 2_ *BRIEF DESCRIPTION OF WORK(Please Print Clearly) /j - o0s� ► (al ' vei ' •e.�i,lia:. - . • q/o4fAL . suikJ " • .(Please Circle All That Apply) - • - *Is job ready for Inspection: . " YES/ NO Rough In' _ Final- *Do you need a Temp Certificate: " )/ NO - Temp-Information(If neededi • - *Service Size: - P i. 3Phase 100 -150 . 200 300 - 350 400 Other (New Service Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH-APPLICATION Q�d \�Sm.6� 1.`- • - at v • VA_ c1 e < • 11111,T7H1111‘ t I h r • rib 40 spoof / y[ w a ariariat W X V Y 5+4 w I P \-- P (5 unread) -ccody2166-Yahoo Mail Page 1 of 1 Home Mail News Sports Finance Weather Games Groups Answers Screen Flickr Mobile I More Search Mail Search Web © Chip Compose I Delete Move Spam More I Collapse All Inbox(5) Straps Drafts(1) Sent David Bever Today at 2:35 PM A Spam(2) To Me Trash Folders Recent Sponsored e TungslonFanhions Celtic Irish Bends end Merry Nate _Free Slipping li•1M ii it t V 4110 J ' , \ v". oomoonnoopoomr-- h a& • Ft. 1 V https://us-mg5.mail.yahoo.com/neo/launch?.rand=7445foni 1 dgdq 5/20/2014 1�,,�®c* S0045,- o Town Hall Annex ; Telephone(631)765-1802 54375 Main Road c&) Fax(631)765-9502 P.O.Box 1179 0 Southold,NY 11971-0959 COUNIVI 0. 1" �•�.. ii August 3, 2015 BUILDING DEPARTMENT TOWN OF SOUTHOLD Arthur & Heidi Cody Centre Island Road Oyster Bay NY 11771 Re: 630 Dean Dr, Cutchogue TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 38572 — New Dwelling ___,..., _ 55. (4:11,-oue_f_t(/' fr-b,c\A (-0Thm\r\,.. cssA_Jiii„,L3 -0-1----tice — t -e___ ty\- - _ : nuA.r� L I em familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE : '7.4' DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES, �� - 45 and wN abide by the conditions set forth therein and on the __- '``— -w ':/i, N permit to construct. y� PROPERTY _ -- -w�}EFAR��'EN��F H�1-TM '<%�"�p-.4.: SURVEY ®r���o�.Ll,��� d tt` ,+ s-0--f �-KcOU� ppRoVA4t�r.coNs:TizuO�aN � �� �' CUTCHOGUE U� ! i 1,, polioFo'R ��S+fi1l.1'RESIDENCE ti ! ,q . _ TOWN OF ,� U�'�I®LIQ � �; ---` -� "—_ 0 SUFFOLK COUNTY, 1V�. Y. `1 • AREA OF UPLANDS = 9287 s 1. " \ ;_41(»-- 0-ON EXISTING LOT COVERAGE 0% 1000-116-04-02 PROPOSED UPLAND AREA ,COVERAG,. }�;�.1 `'a' ,�d' (by lmprvious surfaces) = 8% \ DATe ¢ SCALE: 1'=30' PROV"D •:% '! 1 A MARCH 25, 2009 t ;/" ®GNI in - NOV. 18, 2009 ( BOH) ' TSA n Nit9tUl eML7A of ApRSV -, tl Ue6 2 24,t09 rev1$iO ) The localtons of wells and cesspools - 't+ - "" ts�43 0 FEB. 2, �201D ff E,V,1,5ED ELEVATIONS fNAV088) shown lawoan oro from Ikld vbr�rarvodlopxs Q � `�c3 r' bddlPio>rsJ and a from data oblong from existence t ,ExpaF._ "' . o o �l FEB. 16, X414 Therefore Utah /vcoilo� end or sl�arc® — Z MARCH 1, 2010 (REVISIONS) nal aQ/ S • 1 __--� 'FEEING FOOTPRINT`' 745 Eq.ft. "' Nmr �� Apr!/ 34, 2OI4 (additions) _ 2' RAINFALL Iv 0.167 FEET �� ,it 8, 2010 (rtrvtslot�sJ DRAINAGE REQUIRED = /24 Ca:/l. �c% . - OCT. 27, 2010 (REVISIONS) ` lOAV�7 fOfd INSPECTION n4 �EQUIREO 1lJS�' (2J 23' INFIL TRA TION CHAMBERS �` -`�-; `pr,. .Jan. 7, 2011 (revisioh§) O�SANITARY � EI (34" x l6"J TO BE CONNECTED. TO tea' 6 JAN. 19 2011 (revisions) • SEPTIC SYSTEM CROSRECTION6 0 HSE 13 BEDROOMS) - - " , {�OEALT'i PA 'i'MENT HOUSE BY UND RGROUND PIPING O. JAN. 28, 20/1.( revisions) - - c��t� 6 A q� JUNE T, 2011 REVISIONS) ---- lin t{r •I.1o_ a as !fn grads Ea.-' c !� N�Off 5��14 SONS \ C £L �, lt•tell arm 7.1, ST t�0.a LP r { N xs ` \ 61`7. hYATER EL.0.9 ' r•''�. ' �,"OA 1 • \ \ '1 ,. `� I- 1000 GAL. PRECAST SEPTIC TANK 5 n5 °iac• 00 • a �;�" { �;\ ::oCERTiFIEO TOS 5- 8`d X 2' DEEP LEACHING POO S �+S°5 146. ^' ' '� i " �-"• t ,� ` ; TANK �NOWAR°ot,y DI 1 50. t4 'Po5 \ '. ®t� PROP EL'or Contour 1140 t7. \ '# 4. , .$0,i15, , z : , FBy�91 Y , t, wpm+SCS Pp TEST BORING p" - Si.• �—,� 7d` '-•,S, _ Y ' 3: a _ ON "5 U SUFfp1`K 197p ' nGfd Goosclancoa1.o 0 \\ _ . .i _ --- . -5,\ pNdi'I IN TN ASG , by °rn°a 1,02..2.11I�° � � \ti �' 7--• �- 31 = w .6'fa �ME�� V ,HF,a �G� oN $.3 yy �� p� �,4 , __++..,---.- \�_E` p0`N'I CLERK�Og. ° DARK BROWN `. ,Q�6 •°`" 06 - i 1- �a��i �o• 5 ". _.. LOAM , - , ~-� it , AS 1. (j�a pr1;1Ur t� �C,r �l 8R CLAYEY `�`� 0,4 • ` r t , G l i` , . . /y n ea c NNARO vocA :o BROWN SANDY 4' -CLAY a ,. `3,v, rot, .572 7'1 4 '��RE NNp,�tC a ';�; ' '`� • BROWN FINE TO SNFq� _ '. DAF. t� "�,`'(�' T • COARSE SAND , Wt�'H lox GRA VEL `,,t,R `k NSR " R p , -t.I Er epi.\\ sw J ', ', Q `ti 4.4 - - — — — —- - EL 9.9 ' , �riyy, OW \ . .0, i WATER IN BROWN 0c 6� r+ • R° _ I •1 it .�g ,k '=1 ' , 6t TO COARSE 'A. �F ? �-"- SAND WITH 20% ` ° . . . , . . . . 1.-. � • . AN �rrr •L GRAVEL SW wCA° /3 6' \ N° / _ PALE 4 FLOOD ZONES FROM FIRM t WATER IN G w }-,---� , ,. BROWN FYIE T° 36103C0501 H 9/25/09 - t ,� '.�.��:,. „ y�' -49618 OR ITI • JN TO THIS SURVEY IS A VIOLATION . • •'Al 'ECONPC E ,„ ..• ' MEDIUM SAND SP NAVD 88 ANY ALTERATION AUD 0 i. 12 OF SECTION 72090E THE NEW YORK STATE" EDUCATION LAW. - (631) 765-5020 F• ' -631 65-1797 ELEVATIONS ARE REFERENCED NAV() 88 EXCEPT AS PER SECTION 7209-SURD/WSION 2. ALL CERTIFICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 REA-12 661 SCS. F.• SAID MAP OR COPIES BEAR 'THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET V�—q •p n A , _ ® =MONUMENT WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y.. 11971' V 11 a� I• 9 4.., SURVEY OF PROPERTY ROPER TY4�� AT CUTCHOGUE-1 TOWN OF SOUTHOLD o I °N ' SUFFOLK COUNTY, N. Y. 1000-116-04-02 5'''.\-- SCALE: 1'=30' 40\\\J ,. . MARCH 25, 2009 i3' ., )/ ., NOVEMBER 18, 2009 B.O.H.) rn►{S --`"`DECEMBER 23, 2009 REVISION) '"fl FEBRUARY 2, 2010 (REVISED ELEVATION- NAVD '88) - ,.. . .,, •, rno FEBRUARY 16, 2010 (ADDITIONS) C2/ •moi MARCH 1, 2010 (REVISIONS) APRIL 30, 2010 (ADDITIONS) JUNE 8, 2010 (REVISIONS) OCTOBER 27, 2010 (REVISIONS) Nr'a, JANUARY 7, 2011 (REVISIONS) A -c m . �'wa JANUARY 19. 2011 (REVISIONS) �' JANUARY 28, 2011 (REVISIONS) 011- N/0 LAO SONS o JUNE 7, 2011 (REVISIONS) , EAGER pAR �� FEBRUARY 27, 2014 (FOUNDATION LOCATION) tt� EW & N ( 32 CGS �� \ N°a 9cz • • lc. • „ _ VP • 2 0 353 \ O `�► 01405CONSUL INc °N y o• o 3 o \\ p 'dam SOF11DAL V45 alTAI �� 6 6 5 oy d G �,NgWA • RO►X £09 - •O NY16 9 C �� \ �� Y 5�1�, Z - 79' � N � Z� w BY c ' o \ �O `y w • 6 aSD'a�qat� s53 \ o. d V1SIGN MAP N72'2ii ��1C E >. ZONE AE 2»• \ "S BD 0 1910 ON E • 11, o: (EL 6) '`toxo 2 ZONE X F \ t AS SNF LE0 I E ON A n prl5 arF MEN EW LEO ON _ V �,c f 1� SNF 161.85 �_E F ppVyN 5�ERK'Og {...., �, •• \ OODU,E N 0. 55 4 ...j 683920 TRUSTEE UST As , MAR — 3 2014 .� ARD AS CARL / I, EINN E/O BLDG DEPT. , `N� X02¢0, .• 5'2,2' 10 pRGARERENNpRp R r CERTIFIED HUR CODY TON!NOFSOUTHOLD \��Rq. Oi M GARET @k ``!Y N/EMR 0 tiq��r� LAo OF THE A '� �°t,nnE�2 ,, 1 IA t, FLOOD ZONE FROM FIRM 3610300501 H •A. • ' ' ' ' ' ' • • • • • . . . .i. ,�� • P;rif,4,'� 'n�N. w R •_ SEPTEMBER 25, 2009 ,c i No rl- •' 1 ELEVA TIONS REFERENCED TO N.A.V.D 1988. \ c f1 <•� y� i 1 I1 /" O. 49618 ANY AL TERA TION OR ADDI TION TO THIS SURVEY IS A VIOLA TION • • A c OF SECTION 72090F THE NEW YORK STA TE EDUCATION LAW. ` �!' ",+ ! MORS, EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS ' ., 020 FAX (631) 765-1797 HEREON ARE VALID FOR;THIS MAP AND COPIES THEREOF ONLY IF P.S. :do . 909 AREA=12,661 SQ. FT. SAID MAP OR COPIES BEAR ,THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET 0,-, 119 ® =MONUMENT WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 e! i 1 REENE it _ _- - I DEC 1--� 2015 ; :. ' SUFFCC-. HEALTH ERVICES ���r SURVEY PROPERT Q Li--------- \LI �� � ..�Y OF 8101®—®0®s P A G°UTCHOC�UE ftI DEC 1 8 2015 SEPTIC MEASUREMENTS o^ TOWN, r O Sao T TKO r I A B rr 1Y a� V C� BLDG DEPT ��; Tovo ()F,,,i�T�iOL.D 19 35 1000 GALLON RECTANGULAR SEPTIC- TANK - c^`� OF OLKCO UNT , N. • 1000:-116-04-02 . 5 - 30 : 30 D:P-. .#I . SCALE: 1'=30' MARCH 25, 2009 . AD \ - 33 35 D.P. 02 - . - �� N01IEldBER 18, 2009 (B_O.H_) Y y_� mN DECEMBER 23. 2009 (REVISION) `-D`p FEBRUARY 2,,2010 (REV[S.0 ELEVATION— NAVD '88) \ oo- FEBRUARY 16, 2010 •(ADDITIONS) ' Di MARCH 1, 2010_ (REVISIONS) A . APRIL 30. 2010 (ADDITIONS) JUNE' 8, 2010 (REVISIONS) — N OCTOBER 27, 2010. (REVISIONS). /\ • x• JANUARY i,2011 2011 (REVISIONS) It0A.` 0 3JANUARY 28, 2011 (REVISIONS) _ c ® — Ft is : o o.,, x12011REVISIONS JUNE 7, ( ) ' 1-c•k 73 r-- FEBRUARY 27, 2014 (FOUNDATION LOCATION) e' ® o/F sro s . �'- JULY 16. 2015 (FINAL) c' ® ; y � -ii4 A {ER PARS • /z DO'00000.0 , \ NCP AUGUST 3, 20i5.(flNAL) a ® a 6 E�RM� - 1 OR ! 2�Z.o 3 •53 • \ cD., '�+ DEC. 11, 201515SLEE(SLEEVED WATER LINE GO m • 07‘ )J- % • zi, 180 IAL 10,1, • 0 0 m'� R014M - l - yF`-d , _1 6 a t itiOt` OP \\ - . co E X. 5 XIS iP 5.6� DWAR 0 t-' • 6'u tis cP ` - - Z �' EA. cl® e e SUS ; `. erT' ^- '_ - �.2 ® ® a m Y ------- 7s• f s s'" i- rn c. O INE -- I ZONE AE ems`./ %,...� _ C -- " \ e,� �,� AER L a d • •• (EL 6) e of / `' ---31.12,,,-- .3. a --- ° o .eoa �r�` �-G ya T • �I �° E A' t. M E I ve.5` \ ''6 ST. j.. Jr, , EVEO /�P Op a Fo �Y �' '10 �`o\� ``� ` s`'o PVG SSE Bni.._ .L M 7 28.0 .c.• Coif ate in, [172.2 m ; ` /2.0�,,/t.ONE X .may r� ^ o ON {E 5 X 07 19 0 LU SJ/LI la c' + cF= "? ,--DRIYEYrAY ` CR-� ,���E x7 c. O 11 ® e7 +. '� xc`, VISI115 5� \ Qr V'1'F ow `'�`brc vcti � "`vtn� �'—��,� '' �u IAC:.______ EI 1 f AD FILL Ce ON f, �� j r..1 _•• \ _ — _'161• ; \s\ \�_EF ppW►I��RK5o9� �! �� N -• - oQ OE NO 5 ¢� ® 6' a l C IEE '� \ 21-‘1 \ A 00 �' e.• O dg' - \ ' \ 0 co U h V ooU. '-/ w .to- 6Z1 1 p 67 / ``�' v�vF 702.Ap• • 572.27 \\ R�µµARR�;rocABLE A�'� T1 1 fD . , C;$19 / 70_ MARS ET R�IytiARO '+ `H Ei ?I;}'CC7� `; -\�I�o \yi. iG- t.1/0/T- TME MARGAR ` 4 J �^ *, r ,,l_. , J. !! 5 : = FLOOD ZONE FROM FIRM 36103C0501 H vie to ' • - l - • 1 , 0 t'r �= � SEPTEMBER 25, 2009 • �yAc • _ , �� ELEVATIONS REFERENCED TO N.A.V.D 1988. 0-AG Ig2 Y� It • y ~� ANY ALTERATION OR • rF IV• Y.S LIC. NO. 49618 ADDITION TO THIS SURVEY IS A VIOLATION /f ECONIC SUew YORS, P.C. OF SECTION 72090E THE NEW YORK STATE EDUCATION LAW (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERT7FICAETONS r =MONUMENT HEREON ARE VALID FOR 77-/1S MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 AREA=12 661 SQ. FT )_ =WETLANDS FLAG SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 77-HE SURVEYOR 1230 TRAVELER STREET O 0 9 I WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 c I ti FF: EL. 14.1' TOP OF FOUNDATION: .AL CO EL. 8.5' I NEW GRADE: EL. 7.5' CO Dao 1 04q 400 q4 it F D ,dJ r ur I;I.S-- D 4; °% NATURAL GRADE: EL. 5.0' 4. 4 �..�.+�"vim^ \U �4p �'�s�'�l Q 7..N7.hTiF � Dao A#xi��: �' _ � >1`.� 1 ft._ 3 J'i, •y �_1 2013 ' d ° U o Ilk ' la / :r'`,, ti D 1, f �' rIFi i1' pEC 19 4 17 i r ' II:, i \------11-1--)00 Bo BOTTOM OF FTG.: . L________19�' or so�,lti�o� EL. 2.0' ;. sa . WATER: EL. 0.9' :SNOISIASTI ONb-11�Ip 7 0 LU Z / 0 Ce U Z O k5 VIZ / . Q1-- tel J • H a. � Z0 � Oo Q ,-- / J J O N/O/F/ Oyy L'-' > MARTHA DEBLASIO �♦r \ 0 ANDREW HEATHER PARSONS 0 N (VACANT) /1' \ 0< Lut / / 1°Oob1�b 100 Z£Z ZZ >. / ce / / W \ .251,_ 1111 / °� p d 0 / 24" WIDE X 12"-24" d` cv`O >` • \ z / HIGH CONTINUOUS h w 4 , 1 _____-_ _ _ BERM ALONG PROPERTYCY a) \ -_ _ AS SHOWN N T, N ( ZD / + 1 , .. 311 - O ,0 , , O/,LZZL o �• v� 1 1 --� �' j i.�1 N 0 1 1 <t _ ' -1 --- _ ,l`, ""!_- _ .°moo 111 \ 1 , ,__... ,' T_ SWVNO NOIl4zIl�IdNI ,CZ t •;,;,;_ zvNi 1 \ fictt,ibliRrIl I In �,0.,, i 0 Z / I lc .__. I `.' ..Li,,;,_, _ i. - i. .�., i (-1 t �/�" \ I ' ' 12J-1 / ][ w-L. 1 ( I Q w U i I... 1 i I. .-.-,_ i _ _ "` ` ! j' 2 i \ I i I 1 .J 'it W 0 ^ '.t..' DO6da, i i i ' VJ (7\ \ 0 , \ \ , 1.1-1 -.I 15, < + 0 : -• -,..,: i 1/.- •-• - , ,, g > 0 1:-. u..i A ilk ri � ` 4 OISO' O � ova 9Ed5 I I- 1 iv N V1 , q: J W I J 1 l O t- — ' c ; c�6 PSN ', o � - ° w ? �= w -- 1�\ -- Z - co O�y \ ,,t, , V d ` . 1 :.::`-:` ! ! ',v O Q L.. LP/ ....`. E I ; ! w /'� II... ,, CA O y V \ \ t 1 \ • BVH ` .._-_. 1 °0 F- ! J ,•;;,-;• ,.... O ,:4 .. • • , „ ,, , ' l n'w U , ``- LU w I^! ` • m O d-:-.'_... -`- -_ LI 1 4 _J — A ` w 0w LLI 1 z W © SITE DATA• SCTM # 1000-116-04-02 \ = = 0 `� -.: - o I i H DESCRIPTION: SQ. FT. AREA: LOT COVERAGE: EXCAVATE: FILL: 5 \ , l "...._ . !�! ° wO� C v 4 o CA .)1 • 11-I PROPERTY: 12,661 SQ. FT. 0.29 ACRES 1-+Vt ` Qm `"9j � =a �I � . . ii_..:..,_.:1 , ' -- i�:__- � NY ocas PROPERTY WETLANDS: 3,374 SQ.FT. \ ' Zs 1w ' '' " 1- v i ZPORT-A-LAV TO REMAIN QzBUILDABLE PROPERTY: 9,287 SQ. FT. 6j 1 RAT►p�j !rE' ER' oo ,� m cLI o�\ ON SITE FOR DURATIONwCe I _ • OF .,TRC1i` OF CONSTRUCTION 0 4ESTIMATED AREA OF 3,000 SQ.FT.+/ N '-- - _ N = �¢ v � GROUND DISTURBANCE: 0 11 _ � a \ 0do ro) ;,, 0 U ` - M 0�� Ofd PROPOSED HOUSE: 927.4 SQ.FT. 10.0°la 500 CU.FT. 150 CU.FT. `� �� ` 1 X \ cnseo-Llarn 6u c-+ ra b"V;7-1d co C �"� PROPOSED DECKS: 84.8 SQ.FT. 1.0% 2 CO.FT. 1 CU.FT. \ �(^�f 1101,��0��� -`` m rn a' o �r2 ....,,�I�. I(f m 1 x , :-, v II°�' 1 ilk `1 tO! SI CID m o 0r� y ..� - - \ HAY BAY w/SILT FENCING 24"WIDE X 12"-24" d O `-' x o DRIVEWAY [770 SQ.FT.] \ 4P. G d i LIMITS OF CLEARING 70 BE HIGH CONTINUOUS U - X NO MORE THAN R FROM , I Lo y PROPOSED WORK AS -1 :1 '..11.:11.iQ co •�..,, \ BERM ALONG PROPERIn INDICATED ON SITE PLAN ,'' +!l'.! "; .5- N U PROPSED SEPTIC SYSTEM: - \ AS SHOWN J 1in E- PROPOSED DRYWELLS: 60 CU.YD. 35 CU.YD. ` Q rn U VD :, QNb713mN/O/F Ei TOTAL: 1,012.2 SQ.FT. 11.0 682 CU.YD. 301 CU.YD. E.`Jna % W MARGARET REINHARD AS TRUSTEE OF THE P. MARGARET REINHARD REVOCABLE TRUST ° (VACANT) \ ----- - - - \ feewl w \` Q U SEQUENCE OF PROJECT: \ EASEMENT AS SHOWN ON "SUBDIVISION MAPpro' O 1 SITE CLEARING:CLEARANCE OF MINIMUM SITE WORK AS NEEDED.INSTALL BERMS,HAYBALES,SILT FENCING AS REQUIRED.RUNOFF OF DOWNSVI EW" FIELD IN THE E SU FFOLK PROTECTION TO BE MAINTAINED DURING LENGTH OF CONSTRUCTION.EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS SITE PLAN ., OF UNDERGROUND WIRES,CABLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FROM UTILITY COMPANIES THAT THE COUNTY CLERK'S OFFICE ON AUG. 11, 1970 AREA IS CLEAR. CLEAR THE SITE AT LEAST 20-25 FEET (IF APPLICABLE)FROM THE PROJECT PERIMETER.DO NOT CLEAR OR EXCAVATE �� AS FILE No. 5509 LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTIOIN;DISTURB VEGETATION ONLY AS NEEDED,THEN RESEED OR REPLANT AS SOON AS SCALE. 1 = 10'.-0' Effili011.10 N PRACTICAL.LIMIT EQUIPMENT TRAFFIC IN AND OUT OF THE JOB SITE-DO NOT DRIVE OVER UNCLEARED AREAS.PROTECT UNCLEARED N AREAS WITH FENCING OR OTHER BARRIERS.PLACE BARRIERS AROUND THE DRIP-LINE OF TREES TO PREVENT INJURY TO THE ROOT MEETS & BOUNDS aNb-ry,m SYSTEM.IF A PERMANENT DRIVE CAN NOT BE INSTALLED BEFORE CONSTRUCTION BEGINS,A TEMPOARY GRAVEL DRIVEWAY SHOULD BE BY: PECON IC SURVEYORS to sr-1,INSTALLED WHERE VEHICLES ENTER THE JOB SITE. DATED: MARCH 25, 2009 2 POLLUTION CONTROL:CONSTRUCTION DUMPSTER AND PORTALAV TO BE ON SITE AND MAINTAINED DURING LENGTH OF PROJECT. 0 C!) 3 SOIL CONTROL: EXCAVATED SOIL TO BE RETAINED ON SITE AS INDICATED ON SITE PLAN.RETAIN AS MUCH TOP SOIL AS POSSIBLE TO g PRESERVE THE ENVIROMENTAL QUALITY OF THE PROJECT SITE.EXCESS FILL TO BE SHIPPED OFF SITE.CONTRACTOR AND EXCAVATOR SHALL INSPECT PROPERTY FOR EXISTING UTILITIES BEFORE EXCAVATION BEGINS.ANY DIGGING WITHIN 24 ICHES OF UTILITY MUST BE DONE BY HAND.WHEN THE TOP SOIL IS PRESERVED,TILL THE SOIL FIRST,AND THEN REMOVE TO A SAFE LOCATION WITH A FRONT END LOADER.PROTECT GRASS,TREES AND OTHER PLANTS WHENEVER POSSIBLE. \ ' • EXCAVATION SHOULD BE AS LEVEL AS POSSIBLE.SET ELEVATION BENCH MARK PRIOR TO EXCAVATION.OVER DIG FOUNDATION HOLES TO GIVE PLENTY OF ROOM FOR A WELL-DRAINING BACK FILL AND TO PROVIDE ROOM FOR ALL WORK • A).IF THE DEPTH OF EXCAVATION IS 6 FEET OR LESS,OVER DIG BY 3-4 FEET. j� ,� B).IF THE EXCAVATION IS DEEPER THAN 7 FEET,THE SIDES MUST BE SLOPED OUTWARDS AT A 45 DEGREE ANGLE ABOVE 4 FEET OR STORM WATER D RYW E L L ° %� � INSTALL SHORING. \ , , x• -7.'' "rte. AT WHICH THESLOPE IS STABLE USSUALLY � ,��s. y y* THE HILL BACK TO AN ANGLE OF REPOSE-THE ANGLE W t 4„ t, " HILLSIDE EXCAVATION. EXCAVATE BACK TO A SLOPE OF 2:1 (VERIFY SOIL CONDITIONS). REQUIREMENTS- A).AN UNSHORED VERTICLE CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE. f,,,,,,,.., -,,,,_1 , , DRAWN: MH/MS4 STORM WATER RUNOFF CONTROL: INSTALL DRYWELLS(AND SEPTIC IF NEEDED) DURING CONSTRUCTION.GUTTERS AND DOWN SPOUTS ` i-7,,,,,:;--':;:--'',::_'P,::::,7 ' 114"=1'-0" TO BE IMMEDIATLY INSTALLED AT TIME OF COMPLETION OF ROOF.ALL DOWNSPOUTS TO BE PIPED TO DRYWELLS AT THtS TIME. \ it: UNDERGROUND HOOKUPS(ELECTRIC,WATER,GAS,ETC.)TO BE INSTALLED, GRADE SLOPE LOCATION: 812E DRYWELL: AREA: 2" RAIN PER HOUR: " ", .r r ;:1:11 JOB#. October 16,2013 FINAL GRADE TO PITCH HOUSE 8 dia.,4'deep(169 cu.ft.) 745 SQ.FT. 124 CU.FT. ,fit',. '%' "' ;44. ; i SHEET NUMBER: 5 PROJECT COMPLETION:FINAL GRADE TO CONTROL RUNOFF DIRECTION TO STAY WITHIN SITE.PITCH GRADE ALONG PERIMETER (WHERE POSSIBLE)OF LAND DISTURBANCE AWAY FROM NEIGHBORING PROPERTIES AND ROADWAYS. INSTALL CATCH BASINS WITH LAND DISTURBANCE TOONb713rt1 DRYWELLS AS REQUIRED TO CONTROL RUNOFF THAT CANNOT STAY WITHIN DISTURBED AREA. DRIVEWAY 8'dia.,4'deep(169 cu.ft.) 770 SQ.FT. 129 CU.FT. i.Db-7 STAY WITHIN PROPERTYS WM 1 . REVISIONS: 1' FF: EL. 14.1' ' i 0 c 5 `T--...)1 f---- :l . „\' TOP OF FOUNDATION:' ' = �, 00 EL. 8.0' - ,'::- _ 28'- 1 2" I F OOD VENT "-- jam , �• NEW GRADE: EL. 6.0' 8'-4 1 2" ---'' 20'-011 „dm, '1‘ ';`z,A . 26,_0 3/4„ 3'-6 4 -10 1/2 _ 10--0 10 -0 / NATURAL GRADE: EL. 5.0' d,____6:_:-.3.__L_4." " L� i'- - --- �, 20 -0 �.„4 16'-0„ 1I . 10)-0), / 7 10'-0„ / „` '-0" 12'-8" 3'-4" /21-0" ) 14)_0„ 1'-8" a_0 I_ d p • d ` o • • i' e 6'-1" 6'-1" 2'-10" IMIWL- BOTTOM OF FTG.: _-- _ —�'t (CANTILEV'cftED DECK) EL, 2.0' •.-' -"'.'=2'/,8 (2}2X8 ACQ 1 111 ---�'` �. _ _ , _ --_ _-- -.. GIRDER 1 =N 0 C] 1 \1111 WATER. EL. 0.9 - - 'P=CCkg,".- FA::0-crie.-'-w117-i7` o` *__ a1 [DECK ABOVE] .0 -T {2i. -_-1• e.CONC.PIER c V r 1 Z DECK Q ,-. 1 ° ; I 1 14X14 FG CO:UMI z w/8X8 POST LU I ' I� ' BxEl 48°X48QX12oST ON CONC.IFTG?REWF'C.PIER ORCED n I (,� •_ __ C j I.- -� -[ELO .A$ 1VE]-- ----- LEVEFtEb FLOOR) )---. N� w I __ ____ ___ _ __. � _ �. . ' /(4)#5 REBAR EACH WAY i P.1-) 0 N) i w' , _4_4.71.7./8 A4L-7ne/{3.)al2-ST.c:4P.LAI S DRORRED-REAM-- : 7 1 _—_ _ _..... -30Y1 __ t , 1 0 1 FWG12)611-4 `_-- 1 \ \ \'— '+^ %' � 1 �, • • � d pfd . � „ , ,� �' o . , n d p d � v � (2)1.3/4X11-7/8 ML HEADER40 I^ i 0 i- 10 - __ _.._._ \ D o• p 1/ i Q •�• (] -.,—.. _:... ..-.___._.__. _, , SCO h ,Lr 1. n D40 w :'; rc / m O � i �I , � 1 d ..p, ,. __,iE :- \ cl :(4 ' ' m O I r~ to rY I I ' ' Q J �� '10i �\ ti�� r t/,,,,././c l,_._ CO 11 _ 111 `° `, I -- --"� 01 r1- {{ '11 Ic \ f i /I }-, 1 II a. '� � DINING ~ -�" �� W 1 it — LIVING ROOM PRE.F•c AD i, y ��' , 4'-�„ 6)1-6), . 6)—'6" 6)-6" '\ 6,-41�f, _ 1 _ 1 .--- ---, __ -__, � 3 10 dia.COLUMN i i __.__._,___.____.__-__._,___,___._ 'l.T ._.._ ' .. • ' (3�1-3!4X9 1/2 ML GIRDER \ e r , ,1 ' - -' ------,___t.,_„1 -.._- 1 1 .,.. -i - ---i—e, i 1 I r S m w!bX6X1/4 STEEL. ; 1 `_ (3c1-3/4X9r1/2 ML GiRDER 1 L �c +' - * - I POST , / c- .Irr 4� 1; ( \ \ /� 1 , e = acres:: " '� 4 3/4X11 718 ML w/ 3 5/8"STEEL PLA1 ES 1 _, (4 -3/4X11-7/8 ML w/(3)5/8"STEEL PLATS [ W10X54 STEEL BEAM�J�"w 10.1"d] F. 1) 0' ' a?STEEL COWMlt W/ ' SXSX1/4ISTEEL COLUMN I , 1 r4^" VLC' L AN w 4^$TEFL COLUMN.F . I -'7' iD ( � _ .� t '` 0 3p"X0";<12"COt1C_FDG.. ___, w/7"X7",ELATES ON 30" Axl.'ark G G 30 X3Q XI2 CONC.FTG. i �'''. f�� 4-. ..� ..�.. _(.3.1..0.STEEL®.®. _ _ _� C "�' �.® ., .....d';l. �._ _, . dam. \ 'co r , ,' 1 84"X84"Xt4"CONC.FTG. / I D' , i C ca 'ALT,W10X54 STEEL BEAM 10"w 10,1"d] g I 1 ip y� 1� .� �• • f� I �. REINFORCED w/(B)#5 W - V D p 1 _ _ I REBAR EACH WAY m ,t O `�,J C.' s 2-10 1 2 \\ O fry 111 m� 7'-6" 1� - v5'-7), 4'-1'/z„ ®✓1 +0„ ® \ �t� 'a'� �'" ,' - '--, • N 1 10"dies '� M 7, / / /�`,3, '..1 r__,I: 1 1 G. a J • �� COL M _.,,r, I 1 �s,-_,, �=TM? ('`r�>� � o '�\ D` \ Of / • -+J Ii (2)1.3/4X11-7/8 ML FLUSH BEAM 1 - � / 1Q' ___]_ �..i �I1 q�`°, ti.../� >\, , � ,tW �J •—M•— .'ems _ �•�® r ..�m . . ' e CLt _,.-•! I•�.' /0°C) s . ^� ' " _ 543;1-3l1� 11-7/ Lti PP _B A1L4- o `^� 1 - -- .i', 1 "__- iir O i k' . 4 • RI I co co f71 " (4) 1-3/2 X11.7/8 ML DROPPED BEAM s ,1 \D • r^v 1 n 1 r" N o w UP I w i • Q ^� , / `� .. ..N I P--ice �`! L ,`I ,`` r 1 I Iv �' M 1 m I •--'- - • C1 , pawl ' © d../ -cwt l I �2' �� _ . ^� • '__8 ENTRY 1 o - r I r IE -' —'— - m en '.2 2 !.; / { i1- 1I � KITCHEN co —.., —6 Ln Ua i M I 1 : . i1 r w i , q r N Sii******10, ,`:Q D x'60, v I 1 M ' I , 1I m in �1 ,, , * ^� ` �._._^. ,m � Q_ _P __`o.. ..r 6 P q` -P .v . `r P V._ v:,. f.. P-Q_ c r_, _.'4 1 v 111 ,� '' 1_. —_—�' gl Q i _GIRTH . . 4 d . ; .' 4 r, .t. q e , .r ��_P 4 ` ` P t3}®3/ X a!='ML FLUSM _" ,DD i1 ^` HALF _ DNi. 11 v30° 2 113/4X11-7/' JSH EAM (2)1- X11.7/8 ML DR, 2XtA c6',ac.._ — ' - a' \ \� ( ? �� . _ _ o -1st Immo _ � .. .,_ . _ ...__.___._._ s°xt2"-- _ _ .. _ _ __. - ,.._ _. _._ ., .�-, - ..-2:-..-r., _-' KNEE (EA. Q 1 TAPER&D 1/0.3/0.1/0X6/8 - TEMPERED \ -�--\ '(2)2X10 FLu,H BEAM 3RACKET C �b RT284BCM-�!W 310 AW31 - 1 c a� I c° - - �u I 6X6 ACQ POST w/ ` tj- DN PORCH j 12"dies,CONC.PiER -(2;.7Y."eA,=QGig)(1k. - _ c,\ \ I c, �/y,1I� f //"�� r ;/ 5 —0 „„e 111 6'—l•J" 10'-51/'z), ' ) f " ) ,)"Jr 3 -8' 7 -4 / 1 -21/z 6 -0 9 -81/z 'T'rl: i 1 , "-: 34-8,4 -8 .D -8" 7 -6 0 7 -81/z �, 7 -0 / 6 -51/2 / �, �. 3,-8,) 7'-4" 28'-8" — --- FOUNDATIONmo. F: PROJECT „Ti / AREA: 848,4 SQ,FT. S N L.. II ___— I ^, y 39'-8” INSTALL(5)16X8 SCALE: 411 1 V rn .-,. -^ --- / FLOOD VENT E JL `I' N A � •iU C) W :Y 1).8"THiCK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT AT 8"ABOVE 5).PROVIDE 2X8 ACQ SILL PLATES UNLESS OTHERWISE NOTED.SILL PLATES 10).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE 1).PLATE HEIGHT AT 9'-0". 7}. REVIEW PLAIDS FOR REQUIRED TEMPERED GLASS. HIGHEST POINT OF GRADE,BUILD 2X6 DFS/2 STUD WALL OVER FOUNDATION. ARE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING VERIFY ALL DIMENSIONS AND ANGLES IN FIELD WITH CONTRACTOR PRIOR TO FIBERGLASS SILL GASKET. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 2). EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O,C., 8j,ALL MULLS (AS SHOWN)TO BE PROVIDED WITH 2-2X DF#2 STUD POSTS. CONSTRUCTION.BUILDING STRUCTURE TO BE LOCATED WITHIN BUILDING ENVELOPE-GET FOR SURVEY PRIOR TO POURING;CONCRETE AND 6),PROVIDE 5/8"DIA,ANCHOR BOLTS AT 3'-0"O,C,AND W/1 1'-0"OF CORNERS, 11),PROVIDE 5/8"TYPE•X FIRE RATED SHEETROCK ON WALLS AND CEILING is-r. ® PLAN 3). EXTERIOR SHEATHING TC BE 1/2"THICK FIR CDX PLYWOOD. 9j. INSULATE ALL EXTERIOR AND INTERIOR WALLS WITH R13 INSULATION. D FOUNPARDTP EIOT PRIOR TO WOOD CONSTRQCTION.N SURVEY AFTER FOUNDATIN IS IN PLACE FOR BUILDING JOINTS.ANCHOR BOLTS ARE TO HAVE A /MINIMUMl7"iIMBEDMENT 1NS AND DTO THE CONCRETE.EACH ANCHOR BOLT ARE TO BASEMENT TO BE 45FR GARAGE AREAANDNOVEFIRE-RATED FURNACE,DOTOH SFRMC HOINGES&STEELGARAGE JAMB Fem W n��1. C/� /^^1� 1 l 4).PROVIDE 2-2X10 DF#2 HEADERS OVER ALL BEARING WALLOPENINGS 10).INSULATE CEILINGS WITH R30 INSULATION.ALL CATHEDRAL BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. PER CODE. .L 4 = UNLESS OTHERWISE NOTED,ALL OPENINGS OVER 3 FT.TO HAVE 2 SECTIONS TO BE PROVIDED WiTH A 1"AIR SPACE BETWEEN ROOF 2),FOUNDATION TO HAVE 16"X8"CONCRETE(2X4)KEYWAY FOOTING.FOOTINGS U JACK STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON SHEATHING AND INSULATION.ALSO PROVIDE i-1/2"THICK FOAM TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON 7).PROVIDE(2)2X12 DF#2 HEADER UNLESS OTHERWISE NOTED.ALL OPENINGS 12).VERIFY LOCATION FOR WASHER AND DRYER.PROVIDE DRAIN PAN EACH SIDE FOR MICROLAPA HEADERS. INSULATION 1'-0"FROM EXTERIOR WALL PLATE INTO HOUSE ON UNDISTURBED SOIL(MINIMUM 3000#CAPACITY), OVER 3 FT,TO HAVE 2 JA.CK STUDS ON EACH SIDE OF OPENING.PROVIDE UNDER WASHER. W CATHEDRAL ROOF PARTS- 3 JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS. c4 Cti2 3).VERIFY WITH OWNER IF BASEMENT SLAB IS TO HAVE RADIANT HEAT. 13).VERIFY WALLS,DEPTH.SIZE,etc. FOR STAIR WELL STAIR WELL TO HAVE ‹t5 NPROJECT NORTH 5),PROVIDE DOUBLE JOISTS UNDER PARALLEL WALLS ABOVE. 11),ALL WALLS AND CEILINGS TO BE PROVIDED WITH V2"SHEET ROCK, BATH 8)-DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE,PROVIDE DRAIN,PIPED TO DRYWELL, 6).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE ROOM TO EE MOISTURE-RESISTANT SHEETROCK(TYPICAL). 4).FOUNDATION SLAB TO BE 4"THiCK,300017si CONCRETE ON COMPACTED FILL BLOCKING AT 8'-0"Q.C.AND MIpSPAN. APPLICABLE. PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING 14)-RETAING WALLS FOR GARAGE ENTRY TO BE VERIFIED 1N FIELD WITH N E AWLS.COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE 9).REVIEW PLANS FOR REQUIRED TEMPERED GLASS. OWNER AND CONTRACTOR. AREA:870.4 SQ.FT.1 HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING, 12).INSTALL Co AND SMOKE DETECTORS AS REQUIRED BY CODE, REST OF THE SLAB,THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE g AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET THE CONTROL 15).SMOKE AND Co DETECTORS TO BE INSTALLED PER CODE. JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT SPACING SHOULD EQUAL SLAB WIDTH.MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TOPE NO U MORE THAN 16 FEET. C/5 Kms. *'-: -- 0 .e 'lt 1` ' .Ar DRAWN: MH/MS r. 4` 2 SCALE: 1/4"=1'-0„ r 31,1r:''AC',"' J013#: f • December 19,2013 a Y, SHEET NUMBER: A MIN 3 0, PAINTER TO PRiME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FiELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK, CONTRACTOR SHALL,VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURE:R'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRiOR TO THE COMMENCEMENT OR CONTINUATION OF WORK, ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRiOR TO RECEIVING FINAL PAYMENT FROM OWNERS, REVISIONS: FF: EL. 14.1' q i _ . . _ I .._ , _ ________ .. TOP OF FOUNDATION: '4 EL. CO EL. 8.5' ', • I i-ii!II 14111111 NEW GRADE: EL. 7.5' 1.. 11111111---------- 11,.28 1 2" 00 �,o .� 8'-4 1 2" 1 1 20'-0" a•' /- / ° ' 26'-9 3 4" / 3'- ,� 4 -10 1 2" ___-- 10 -0 10 -0 ' 4' NATURAL. GRADE: EL. 5.0' I °° A► r!'' - 110,1111 t 14 -0 1 - S` _ a ° • A . o • /2'-0"/ 12'-8" I / 3'_4„ #2,-0„ / :116011111 o'V o 6'-1" 6'-1" 2'-10„ ,te . 12'-8" 3'-4 t ;/ / /'/ - �� BOTTOM OF FTG.: - „AN -'N Nss \1I -..,-- 1. moil \ EL. 2.01 -7:::::;:::::':6;:":1- _.._ _ ` _-- , --- =2xg �Q = 2)2 CQ 21 1 ■ WATER: a. 0.9' \ _---� A,- O1Rp 6X6 ACQ POSTw/ \ GIRDER • lit , [DECK ABOVE] ' ' " -• - 1 S _ -' 12'dia.CONC.PIER a VO - I I �- 14X14 FG COLUMN DECK O 1 - " i _ 14'-0" V`•° 1'-Q" co rrT� I oq a w/8X8 POST I I 8x8 ACQ POST ON 12"dia.CONC.PIER �4 - I .a/ CD 1.--`-; (CANTILEVERED FLOOR) � v-) �'� 1 48"X48"X12"CONC.FTG.REINFORCED N I�I 1 "-\ w I' DIi., - - �EJ_fJL1R_A8L1VE�- 4,='w,' - - 4 w/(4)45 REBAR EACH WAY • \ I M r Iv) - I A . _-(4)-11.2/8 ML�u/{3.)-1 JAZ:.S.T.E:L-PLATES DRORRED-BEAM_- ��� t.-----.._ __. _.. - -`IQ46---. ,--._ ...- --- -- r ,I` 1 1 FWG123611-4 [66 ' ^ , 1• 0 • e 0 1 a •te_ o- �----1757777:777==. • c+ I. a a . = • 1. 1 .. -. I \ \ \ (01 4.-42.4...,-7.46......--„-,, 1�d wi�� -.........--i-,. o ' \ u--� w " __ (2)1-3/4X11.7/8 ML HEADER " a ,.:_ _ . _ _._.__. .__..__.___.-__._.__._ ___.__...__..._ ..___.___._ ° � � 4 CO O) ^j 2 2846 i. a .-v,` - p ,' •,, T2) r-' / TEMPERED cV. m I .. - o• o a • ° A • y,; • ::,._w @ ZO SO r'll i. :ow is' Lara \. - - Z ill � N'' Oma,` -1- b �� °� O `� I �� • O Ids mI . ,�� , ,� t0 / � n` �, Ur2 a I 1 Wt. TO di /fir^• 9 / \\ --- - I "I' �.� ' ` '/ n �`m \ C ' 6 ,, O i a / i�� rye �L / C `--Y cC I --1 •• '- I / •' D , "I c " ° Q Illi /y., \l 1 W 1 n cu '� DINING KJ 1 -- N O I a ,'4'-7" 6';-6" 1 6'- " 6'--6" 6'-41/" �t _e___ `. I [ x LIVING ROOM FIREPL"B D` �� ° n 1 4' �N,,,1 f `-' - J �l i i I N I" 1 1 1 1 0 - ---- i (3 1-3J4X9r1/2 ML GIRDER , 1 (3 1-3/4X9-1/2 ML Glli)ER 1 '• \ / 1 € ' C 7 _ C - t • II ... , , " I I �� 1 r J r 1 1 , I 4i STEEL COLUM w/ ---' 5X�X1 ATES b I -�_ N w 4" TEEL COLUMN iii 1 , CD h ? 4 ML w 3 5 8"STEEL PLATE co (4(, 3/4X11-7/8 ML w/(3)5/8"STEEL PLATE [AL f.Wi0X54 STEEL BEAM 1q"w 10.1"d z . ^ 1 T f 43;15;EELG L t M _3/4X11-7/8 �� . r-" :.il, . t . . . T - �. .1 ] k' , 0 " 3-0"X30"X12"COt"L�UG. I1:JC irG. 30JC3aX72:CC1NC,FTG. 1 , Vb M�� `� • q, 'ALT.WIOX54 STEEL BEAM 10"v✓ i �' '�� -J r 84"X84")(14"CONC.FTG. 2 " o \ I �, REINFORCED w/(8)45 ¢ I I U DCD / ^\ `� V I ADD MIN. (5) • _ I �. REBAR EACH WAY m I , O -° N� cV / 2'-3 1 2"m 1X6 DF#2 i U I. __.__.� N Q, / ; C� O 'D I � \ g \ _ I m ADD MIN. p -- , H. - `�� 0 yZ►� ! 2X6 POST @")5'-7" 4'-1 /z„ _ 1, 0„ �\ \ o' N LL € �.i►y11�/ � (� / 1 1 J�� "I ��. �'Q�, • rW-F�;1� 'W .-- - --• 01 1 • / 1 "dia. " ._._.._._- 'I V Q m m • _• � a� � -�'c �� COLUMN ( j �,�, �I""� ,�,, o �C Dc <5 'k' g = S 1 i 1�, _ . �'� �� �� '� ...1 i .mss !�}11 "I / ,v � �"' I`^ 1 , {2)1.3/4X11-7/8 ML.FLUSH BEAM / / � '�� � l - o ,4- /4)'.: lu ) �� Gds �-.-- . .,1.-.. . O ID � a 4 0 %,� / - - - _ -S' 1 3/a.1l-2$ t`SoPti-BEAM -- o N y -� T' _ - I cn W /00/ Y .... a / c0 IL rj ' _ ›- > O /�'2�4•• (4)1-3/4?(11-7/8 ML DROPPED BEAM wn -. \� • • "' ( CO� I m, ^� v I. n o LLpi 1 O Q 1� :"'- / .,h k /. 4 o SH _ I -- -/ I -mac Q O Q 12\ io o ENTRY / I a' ;� , ° , N S(•, / 2 I -6 00 - i i i ;i .,' , n ' , 00 o• LL �- W U KITCHEN �o - , ` ` O 1 1 1 ° :7; I iS.-1. p, mI 4N ° HALF DNS ,` (3) 3/¢X11 7/E ML FLUSH BEAM o El / '�� 1 1 . o BATH /� 1 1 • . . n. v•G ._ v d .v . • . v 4 v .v . . . v 4��. D a .o ...6...........s.... , •. "X4 ^�` ^. o!. � 'Iwo e S �:" . D II b"X12" ' SH >mAM (2)1- X11-7/8 ML DR. !_ � ✓ \ \ �30' (2)1 3/4Xi1�7/B / Ti '-'� - I o I I.I r. -1 ,, r •. •�ti�i=�I� T.MPERED TEMPERED -�-� (2)2X10 FLUSH BEAM ---•- KNEE Z_--__I ��I. 18 1 -� i/0-3/0-1/0X6/8AW31 BRACKET E tri, WRT2848CM W 3 0 E 8 N - I x� I 6X6 ACQ POST w/ �- DN PORCH N 12"dia,CONC.PIER ` - I d' ■ - (i]'X8 ACQ,_,C RiiER 7-' Q - A IIC� •, 5,-0„ , N t E 1 , „ , " , „ , " , „ cN C7 QJ U 3.-8,, -8 7 -4 12 -2�/z 6 -0 9 -8�/z xm �•a U or, .._. 38'-11" cal en o x / /9/ Q m w CEJ fA A ` 39 -8 A * uI 3'-8" w-8" 7'-6" 7'-81/2" 7'-0" 6'-51/1" ° -U „ „ „ / / W FOUNDATION PLAN m `" / 3 _8 / 7,- -4 / , „ 28' 8 -8 / AREA: 848LL.4}1Q.FT8 S • N PROJECT NORTH , U / 39 -8 / FLOOD VENT E SCALE: 1/4" = 1' ' v N W 1).8"THICK POURED CONCRETE FOUNDATION.3000 psi.HEIGHT AT 8"ABOVE 5).PROVIDE 2X8 ACQ SILL PLATES UNLESS OTHERWISE NOTED.SILL PLATES 10).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE 1).PLATE HEIGHT AT 9'-0". 7).REVIEW PLANS FOR REQUIRED TEMPERED GLASS. HIGHEST POINT OF GRADE.BUILD 2X6 DF#2 STUD WALL OVER FOUNDATION. ARE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING _ VERIFY ALL DIMENSIONS AND ANGLES IN FIELD WITH CONTRACTOR PRIOR TO FIBERGLASS SILL GASKET. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 2).EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C. 8).ALL MULLS (AS SHOWN)TO BE PROVIDED WITH 2-2X DF#2 STUD POSTS. CONSTRUCTION.BUILDING STRUCTURE TO BE LOCATED WITHIN BUILDING l PLAN ENVELOPE-GET FOR SURVEY PRIOR TO POURING CONCRETE AND 6).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/1 1'-0"OF CORNERS, 11).PROVIDE 5/8"TYPE-X FIRE RATED SHEETROCK ON WALLS AND CEILING 1ST■ FLOOR INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A FOR GARAGE AREA AND OVER FURNACE.DOOR FROM GARAGE TO W 3).EXTERIOR SHEATHING TO BE 112"THICK FIR CDX PLYWOOD. 9).INSULATE ALL EXTERIOR AND INTERIOR WALLS WITH R13 INSULATION. FOUNDATION SURVEY AFTER FOUNDATION IS IN PLACE':FOR BUILDING DEPARTMENT PRIOR TO WOOD CONSTRUCTION. MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT ARE TO BASEMENT TO BE 45 MINUTE FIRE-RATED WITH SC HINGES&STEEL JAMB [ I i14 II I 4).PROVIDE 2-2X10 DF#2 HEADERS OVER ALL BEARING WALLOPENINGS 10).INSULATE CEILINGS WITH R30 INSULATION.ALL CATHEDRAL BE ATTACHED TO SILL PLATES WlT"H 3X3 SQUARE WASHER AND NUT. PEP.CODE. �I SCALE. 1 = 1 UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 SECTIONS TO BE PROVIDED WITH A 1"AIR SPACE BETWEEN ROOF 2).FOUNDATION TO HAVE 16"X8"CONCRETE{2X4}KEYWAY FOOTING.FOOTINGS V JACK STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON SHEATHING AND INSULATION.ALSO PROVIDE 1-1/2"THICK FOAM TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON 7).PROVIDE(2)2X12 DF#2 HEADER UNLESS OTHERWISE NOTED.ALL OPENINGS 12).VERIFY LOCATION FOR WASHER AND DRYER.PROVIDE DRAIN PAN !llsIII EACH SIDE FOR MICROLAM HEADERS. INSULATION 1'-0"FROM EXTERIOR WALL PLATE INTO HOUSE ON UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). OVER 3 FT.TO HAVE 2 JACK STUDS ON EACH SIDE OF OPENING.PROVIDE UNDER WASHER. O CATHEDRAL ROOF PARTS. 3 JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS. c4 3).VERIFY WITH OWNER IF BASEMENT SLAB IS TO HAVE RADIANT HEAT. 13).VERIFY WALLS,DEPTH,SIZE,etc.FOR STAIR WELL.STAIR WELL TO HAVE to S N PROJECT NORTH 5).PROVIDE DOUBLE JOISTS UNDER PARALLEL WALLS ABOVE. 11).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROCK.BATH 8).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE DRAIN,PIPED TO DRYWELL. OS 6).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE ROOM TO BE MOISTURE-RESISTANT SHEETROCK(TYPICAL). 4). FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL. BLOCKING AT 8'-0"O.C.AND MIDSPAN. APPLICABLE. PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING 14).RETAING WALLS FOR GARAGE ENTRY TO BE VERIFIED IN FIELD WITH N E HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 12). INSTALL Co AND SMOKE DETECTORS AS REQUIRED BY CODE. WALLS.COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE 9).REVIEW PLANS FOR REQUIRED TEMPERED GLASS. OWNER AND CONTRACTOR. e- 5 g AREA:870.4 SQ. FT. REST OF THE SLAB.THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET THE CONTROL 15).SMOKE AND Co DETECTORS TO BE INSTALLED PER CODE. i JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT SPACING SHOULD EQUAL SLAB WIDTH.MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO U MORE THAN 16 FEET. ces) ti) .; , .,qac a"; . g IIII - -14.0- ;11 } i -__- .. . __._. iii I 1 4$' 4,0A-f-40. �' 2 , 1 i;1 4 . , .� ' MAY 2 2014 -,:`,,,, ''' 41',.;,r,6 -j;,. '-' 11ii! .,, it' , -z -.:,,,,,,,_?-- . .k.,,I, ' \7•1;' ii E'',; E.P f. =i4Aik.,, :4 . :.f',-,,,/, ..= \: TC ?„1_ t-e Viz± DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: May 22,2014 nn SHEET NUMBER: 1J ....3PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS 6 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM 0\VNERS. Y Off.• ,i REVISIONS: I I ! _,,,z..:---_____-_,;-":".7-1_____-"1-___L _-. - ';mac ;;'( z �.-- __- , Vit, _____ -------- ___ } I 1 . ‘,, „?,,,,r-- a- _ -__._.,.__..�,---._____�..,._,___ ' 'i ' 1 1 `• �1 • }�•, �, MEAN ROOF HEIGHT - ENE c..-w ri co a,__,_- ■�■ i .,__ ,..._1_, ,, _ ,,11-T, f.L_T_l_ 1 1 J _�.r__ ri. •I�,,,,7,-'-',.-,:' I _ _r � i rI � t ,1� -y' r` ( _� { I ,I7LI ;! . 1 1 i I I 1 11 I I 1 JI I i ,f_-_____1. 1 ,,_1111_-_1-_-� _1.11. - F- 1 ! l 1 T - 1l:_ ■ii I PIM - I i 1 FI-T ` ` 1 ■1■■ i rJ g it -I - I 1 w i 1-1--1_�1 1 _ 1_.1 1 I .I_ 1- i i.�- 1 I --�I -.[__ _ ._- 1 1 1 11 i 1.._ 1_ I 1_.1Oa __T l i t 1 L1� !_ 1 T I I I o yi [IIiL 1 TT . i 1_1 I I 1 _' I 11 1 T1 I a [ iT-- 1 1 I i _ I I , 11 i 1 i l� I , i 1 1 r J I i 1 1 .L. 0 El H r � � I1l 1 1 1 �� i 1�__.Li�.TI 1 _�r__1I0421: [ 1_1JT__ •�` R4►• 1 1__1_1_ 1 I MINN MBE J. ! c _ �.__i. I m 1 1__l_I_i__1.1 I, v',�, f /1111111 ciD I ,__ 1L i -I- L__ ■I, ,■I� I r -- T ■■I■ ■■I■ T ,1�i i 1_�.,_.._.L_.l.-_, 1{_,' �' W _I_._f 1 ( 1 I _ ■■■ L_ 1__ L __I__1 T 11._ (1 _x,„: >+ { MEI VIII■ . -1- I i 1 - 1 _�` ransi 1 f I-1 I I _. I 1. __ _ �-1I -__.I L. T I 1_J-_.._ -I_-_ L L I. �1 _ -.rL �... 1. . _ � !.._.1 �...r ,J_-_..I.-_-I 'I _ 1 1 -I_ I I- I I I ._l.-�_J.__i._� I L 1. L �_ ! i_ I 11 .17� 1 i 1 1 . )� 1.1__1._1 : zY:= __-__ -_, :: -1 ►,i_ 1_ _ l --= - 31:7- 1 �.. .. _T 1- 1,__ I. I_ 1 f. ( r 7, I I - =:L'LL, ' 1_ - -4-'- fI 1 . 11r� F -!-•-TOEL.13.0' _1I I I-_f 1 - I �_ J I-[_ ( 1 1- -_--H - ,--ii, ` /, , � 1 _ ' pp T Ir' •,'J�.,,,,,,,,.,.Q.,:.,,,,,,,,,,,,,,,,,..,./- \ _. .. _ .�l_._�... I' .._. _ - ;� ,..rte!._ -- - 1 l y r,y J: >i '�, �' 4 ' �_. 1_1. J 1 LL III Q 5- _____________ _ A }( __ -_ .�_-�_.__�__._ - -\-TOP OF CONC.WALL:EL,8.0' \.:' ,',,/`,.``,-(`` �( A,:.-T'' ,•��/ <'�.. •-,\Z`•,',.-'---:e: \v, ,^, ;,, T W - _ :� __ _ f _ __.. •'-'/\-yI >;' >� /�<*. \'/''•)'' ;'' y'•,/ ate,• l ,Y ,.c. 1�-� › 0�/ ____.___._-__ / �5� '1, /, '\ ' �?. T, s �•,'/' \.j=/ � �'` off FL -` --._.,,- J �_'b f' ~ ..... _.__-1_..,�,_.-......__�-__ ;r°.< . ,,,,,,< .t./;�/ ,,,,,t,. ., ; (<,,,.„... ` % h'y •i :v,.7.,\ - . >' `% ^ W -___-_________,_w.,.,._.__...__ -_„_-__ _._... ____ _.___-- .-.-,..,. -].,.....z.,-7 ,•=-'1 ,t_ -...-.___ _'",' �_"- --72===== BUILT UP GRADE: EL 6.0' . . , ,. • ,. , Q Q ►`� _ - ..,__ ti by �- = � �_. - - , � -=,-,---7-------,:=_===== GRADEEL50 - - - - - - - r - - - - - - - � _ -._ -- -- - (TOP OF CONC.SLAB)_� _ r _ . , a � ,f _- .- W ____ - _-.. _.-.�_---._,�,,..,�_ -.__� ® _ _____-_.-_, -__ �. _____.____�...- _.___.___,_____ BOTTOM OF FTG,.EL.2.0' 1 � _ _ __ �._-___� _____ __ __ ---- -- _ 1 ' , L ___ _ �_ -----=, - ., �. _ �__. -_�� =W EAST ELEVATION - --- -- ..,,,, . ____ _ 1 ■am Bin Ban _ -=_:::::-_----=___________:-�� i }! i -_ - - -� - -EL 0.9' Iii MINN MIKE ----- ------__ _ _ ._------_u _.:_. �_,_ _ SCALE: / = 1 -0 ��� - ` NOTED--__- - ------ �--- -''s ` `' �-sJ _ - - ---_,_ -_-- COMPLY WITHH ALL CODES _ - - � __- _____________ - - � __ - - - _ I� II 3 ��� NEW YORK STATE & TOWN CODES _ - - __ _ �_ __ - -' _ ___- -_-- _ - EQUIRE SOF o F}. � � � �Y, ��� D AND CO'uDiTIO`Al - - -'t- _ - - - --_- _ __-- ---. __ �_.__._ ___.__,�` ___-_.___� ____. �; i„=Y BUILDING (:��'Ni'i MENT AT A N v co - - \ - - :}`:,_ ,. 7F-'57:2 $AM TO 4 PM FOR THE SO -. ARDco �' °�' o S0. r F"':�^.,.�,,,1NG' INSPECTIONS: - X G . 1L._ i. 1 1 II 11. 1-1-11i. - __.1_1 ___1_ 11 1 _hJ�!:rIl� rL� ! II ! 1�. LL_Li ��_ �'FtT1ON T1��0 REQUIRED SOUTHOIDTOWNTRUSTEES c°o m o I_ -L „ CONCRETE,ETE I ( l6i1i0 I l _ _1 _1-_ IL � '- )J - I I -1�. _I:::-1��_ I -: - _- -x ___.� N.Y.S.DE, w l I 1 J. 1_ �L._ ' a?i _ ,OH FRAMING & PLUMBING `� d° "' _ �_�_- �_ r I - }� hY� Ti_I 11,1 T _� I 1 I ,-I-00 - 1_- L-_1_ �,___I_ I I-_ I 11 `_ l __I__._ ( _ I _�1 A 11 CONSTRUCTION'•, o b. 1 I~ 1 1 t - ,.I, - E FOR C.O. s 1 � \ 1. T � p,��. �-�� >t tV,�, L 11 .Ll i i�_ �OMPLET MUST ..,<..�sc�:r;� G � � � �. i 11 i �_ Ir ,I � �.„.y-- -)C,' ' �. . 1 ._ i 1 1 .I - Ot T I MEETOCCUPANCY ,78, 4- N. .. 4 -1I= I J 1_ :.. �_.1 .T_.1.1 .1____L , r�s,RJCTION SHALL THE " I __tr I 1 Li I I 1 �. _i 1__:,_ 'S � 'r i - l _ _ I__ l_L r i T I t- ��. R "ANTS OF THE CODES OF NEW 1 " _. .. U -, I f 1 � (t T r..�.,_. ._ 11 I L j- T-_.I - --L..-. 1 _1 l 1 I T 1 1 ., ' �:..> r" , ;,C' f,i..III_.l_L__.Ii._1 11„ 1 1 _7 U 1_.1 i .. �, U I s °; STATE NOT RESPONSIBLE FOR ��� � '` � � .we..,, � \c, �� T ! I 1 .1 i I 1 l I max` .,-. y.� --1 1 1 --... _SIGN OR CONSTRUCTION ERRORS. , `� W - - \ - - _I _f 1. ' _ I 1-I I 1--!__, I I 1 j :. _, ,''' I=1 TI :-1 LT1>-I 1 k �� 1 i WITHOUT � � f T- I I 1-T-_'_( T T 1`._..l T ; ITT I -T 1 i I -I I i 1, - < , - ii: , i I T l T r-1 1 r 1 t Ncy .', r. 'G OF 20 T T 'n-1� _,__ . _J : I I ,1 i 1 ..i •L fir-^. ,1- i l_ i 1 I �- �_ ,,�. �.. - .- �_ K _ 7� RETAIN STORM WATER RUNOFF "" ' T- to xFa l se. - 1 f_ __T____-__ 1_ 1� T ; T_ __ _ . - t' T _ I I In PURSUANT TO CHAPTER 236 I --I I. _ FIT- .,I LIFT.,___[. IC ,�1 5� ),1 1 1 ._r_ 1 1 iOF THE TOWN-CODE. i i r 1-1 _ _ ti ~I`-r rl_L_L , I-- 1 w , `T`-T _■I■ - r-1- l , , PLUMBER CERTIFICATION j__ �.__1 1 T U. i^_I_ __ � � -�-,, 1__� I 1 i !. I_ T' ON LEAD CONTENT BEFORE d 1_ s i _, �� " ` � CRTiFICATEOFOCCUPANCY u - I_ i_ Li .I_-_.___l._L__11- 1= 1 _. T I I.._ l ;: x Y .lr.s7 � - ; I1 .i_,.._..I_.-._l i ,L 1 1T 1 DO NOT PROCEED I 1 i - ---i `-:2 l-Y- �_:_.. >C l.._ I : _1- _1_I 1-�I -� FRl ','_�i;"1G UNTIL SURVEY SOLDEIR USED IN WATER I �_T ._. --,,,1 ��, `� r , 1 - r OF FOUNDATION LOCATION SUPPLY'SYSTEM CANNOT d 41111 r./c2 _Ir_- t� _ I 1 { I - _� LJ_ l�_l-_ l L_ 1 T .-1. _ 1. _._ �.< k,_,. `:. T-' 1 EXCEED 2/i0 OF 1% LEAD. 1 I f I I I J l I ` HAS BEEN 1 APPROVED. i 1 - 1 1 _1 { �_..I--Jr 1( .11 1 __� I i ,� r.--7,1- ---4,' *'°' )q -i -7 -� i{ 11 1 I. ( mo P 1 Zi d FIN.FL.EL.14.1' - - _ - - ' I I ■ I ( 1 1 rf(,-7' --.`4 '''''', ,,r.. - I I a .�:-_. PLUMBING TE TOP OF PONY WALL:EL.13,0'-\ - Li -- �. � i _�1.J 1. _T_I 1--. I._1. �� 1 •.,----',--7.-----,, X,- � ,.`` ' t--.z,w,-,:__, ,,„ �- , 1' 1 I ,;� b.,� i,�CG� ALL PLUMBING WA '.IP- iu , > > _; ' , ,%; 1. �`>. T I �;' >> , ;?,y< `< d. k�.-�f., c.'- .4:x,�..�. �.. ...... - &VIIATER LINES NECD r,';' ,'', "s>/x,'''):' >`;', I jy R_� l'-''.......'...... �.,J/}, •,`��/� �� -.� ��. I 1 1_._-_-1 .J__ LI �_ .1____.._ __.- �, 'V,If" ;:!..:=-',i �J 1_{. \•v;"\� ->.`. i'•�) ��• Ye as,t-`,:- MAMA �-- °a6 .€ TESTING !i %v �'t" i ' I �■ 1 I l_ 1 1 -� r 1 1._ y',;;;y , 'a a �, R,, �..g 4, T ,E COVERING tI .�� _ ,...<.. a , , g t�'�4 ». ESTIt BEFO, ERIN O •.,›...,,,,,`>,>.,,w.•:',/,, , ,, ,,,.; ,I I I -- 1- r _7 i1 �'}`_y}�.. {' \/ „ny Y �.y'::C-,- „ y/ � .'),'yi`!: tr r3 Il;:¢a 'ul,i..'.kn. 9 5r'.� J VIII 1 � '->/>/ )<-:\"\---,/,:,A,---'/ .',''''v {` I 1 ,y-,,`• {r f' ■■■ I (>;i< >x � � qO ap .a TOWN' •rt♦a +.pD; �r - ).: :;,::-,,I,:,,,>,,,, ,,, ,,;:` ' �/\ ��.. -•__.__- - _ 1{ w',}': _/`•::I -- 1 1 v i.; . ~"` }�`� ' �i i!'. , RI R •4 I�t no:i L v�y�''',Y't M €GOD; r . 11 �1 1 L1 1 J 1 ,�,-. \_ :y, I 7 ��f �'y�:Y ,\'C.� .<.. y\ ),. .\. - ,:.„ ,, : 1 1___�__�__ ._L__- _ Z .�__1--- 1-1 - _ .? i , I I r �__I- ^v >��.t, " I 11 I f ,-,,,sr,.., R,`! { { --,---1---, 17- 1-T i f i I I "1-1-1- 1 1 I /.�`•_ -4�� , l 1 \.' .<\...Yv ��,/�% '� ,„, ..-� :. TOP OF CONC.WALL: EL.8.0'-\- - �; �� ; ;y, ': -u� 1 .-.�..� Y ,,•-' � >' �' ' K,/ Ili /�,�� '< :'.� .'��(',, a, �..n� .(` 'r,.. -ate' ' • %xf�y/\'',"?-! '-::• �. \ al ,dry,K./^:?::'A '`')`C % �� ��� '- f,. / i BUILT UP GRADE:EL,6.0, N ter_: •� 1`,`,,, `) ':" \k,,..' - {{ ' ,i f DRAWN: MH/MS NATURAL GRADE EL 5.0' `-\ • d ; ;' (TOP OF CONC.SLAB) 1 s' , ' ' ,. 4's SCALE: 1/4"=1'-0" - - - - - s -i JOB#: �' °"' rt; i .t° September 2013 BOTTOM OF FTG.: EL.2.0' - - - - , +:. •:):••- "c„ _ P27, <a .�:_ ,-.`,��" �`�::.t.�, .�` SHEET NUMBER: - NORTH ELEVATION .-. , , f : :::' :-.v EL.0.9'_WATER- - SCALE: 1/4" = 1'-0" 1 : PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE.INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. \ I I REVISIONS: I I )c-- __ . �> it ,, I _ -��" " - - c. i vy, :::::-=-- __'�--�---= -._ - _ - 117-111:1111- -11Ctr-- I __ y I �, �___. r. I ■■_■_ ::': 111 ----Z7--'-is---1-_ 111111 _ II 11-L., , ; 1 _____________ I { 1. i_�, I1 I ! Ili ;I I i I_1__.. ... I I I ! I 1 1 1 1 1 l i I I I I ' I1 1 1 -- J 1lI L l il . l1_ l li l j 1 _� ILL-TILT-L ��Ill _ 1 ._ �_Il I r( .` I ■I■■ III 1111111 L__I { in it IT_. 1._ i `j I__�_i , 1 _ ,- `fig 1 _ 1 ■�■■ ■�■■ 111 �11 III 11L r I L+ _I I I i I__ 1.___I. J t r it_ I 11 I I h _ W 1 ! -..T[1 I I _L,l_1_I_ I t- .,... �_ 1.__11. ! 1 .��� L_ I _ H LT__ _ --- ---- ' - 1 !7..._1.1= I,_ ._ 1 1.i.__ l I I .L�__��� ,___.�� .I _ i h! - O f l i ;- r, -- \ _ - T--T I I I 1 I I I ~-1-1'_.__T - 11-I-'T--I----• , -- , T, 1 I I! )'- a T -! , 1 1 J I Ic a 1, 7�I--�T- 1 r 1 I -T-T-1_7---Ia_...11-4-1 w - - - - �g�_ �� 1._._I LI _I _(_ I. _1_-i_ ..�__I _1�!-.-L_ f Q �-11111 r I I [ ,._ 11111 AllI 1 T 1-1,....�_._L- I '-!I , 7 , , r- r I --r---r i r I r i , -r-r-- >1 i I _� '_ T. 1_ 1 -ITT �_ In C4 1 _F� ,-IT11- =�1 ■I■ ■!�I� ,,Tri: II',IIL:'� I }.__'111 11 _' CD L i -� a ■�■I■ MIENlljLI II -ll I' . -t 111 ' 11 Ir ` Ill it! lll___- III II --L1---- =4 O I p,,, _i I _ % L _r 1 .1�. _Tl .1 .__. I t l i il_ T E 1i T I I- . -- -- - I- _i_I r. .1_ ' I � T- � �_ . Til � I _ III -_o - - FIN.FL.EL.14.1' _I 7--- ... . .f. 1 I �L I_- 1 I LH_I_ I ITT'1 l _ -- -TOP OF PONY WALL:EL.13.0' t { -H �_l __ .I_.L__I___._I L.. ( I 1 y_�._. 1._. l.. 1I. f` :�>� ,�, � ,>. ,,, , I ELT _1 , 1.,._._, i. Imo_ - �_._._. 1 _� I I : A, ,: ;�'f .; . \.. �< i - i Lt_ _L-._ •-(„1,_ i l III IIk1I --r-r- -, II - _ L._.11 --- ---- 1L LIQ1, y I� Ill 1111 l� >. ; iE L _ 1 414 _I_��I. J -___.__-__ - -TOP OF CONC,WALL EL,8.0' �� y< // � c< `,.._'- T 7 _ I { n T A � , �l 1111 1111 �_ -__ ._._.__ . ... Fe - .w-.i._..-.._. - .'a ._'- .. .:,,.>:, ,,..,••• ' %'i . 't Y�'�.•�.::�.f�,` .\�.0\/ . ./ ..� ---._ _`_..._-..__._-. _.___ -------...- _. _ - -- ___-W__,.__._._�_ ,. ---_-__ _.-. _ -- BUILT UP GRADE:EL.6.0' .. . , O Z • -�___._ _.-___.____ _ .�,®,.a.- _. __--__ - I - -- ��._, - NATURAL GRADE: EL.5.0' �--ti j -- Z 0 � Q -_.___-- - -____ • _- "a____..___._ ._ - - - o ��.-- _ - ._w.__ BOTTOM OF FTG.:EL.2.0' - y „a_ _ -111111111111,_111-"911r-. tom.m.� � 10 W C, p M inz WEST ELEVATION U _ I ..... I --.77-7-77.-----------------7=-T=..------.„" "- = - _WATER-EL.0.9' SCALE: 1/`T 11 i I_Ott -__ :_ _l 1 __ _ __ __ -v _ __ _� __ ._ FLOOD CONSTRUCTION _ _ _ .., -___ ___e� ____--___ I._1_ _ AS I1 o PER N, .S, RES, CODE p321 II Ii l i I ] i II ii I I L 1. 1.1 .1 . 1 1 I I i�_�I_I__1 IT i --I��._I 11 1 I I _..i_,.L1 m I_ URI Ifl ■l . _„ -��____.1 �' ___1_ _1.. . I:-= �■ii - 1?_ _ FLOOD VENT B LOCK OR POURED `�i l ■■■ ■■■ ■■ L t 1.1 1' ■''�■■I _ Z 1•I---,- ■ up I■I■, 1I -(.T ° INSTALLATION INSTRUCTIONSRI o L,1 r ! _1_---1_. .I . _ 1 _,.. w d "CO l.__�_1 i � -- 1__.l-__.._1-- -I ___..__ _t�_ �.... 16-1/4" ROUGH OPENING p E 1 I i 11 I _ to r+ � EXTERIOR INTERIOR iJ T I..__i. 1 1,--.1 _I t-. 1 I I 1. -LI _ _ T DOOR • p d+ c�C 1 { ALTERNATE S R P I ! I _ I I„ -- r__ r_ _ �r LOCATIONS ON SI ES DOOR p 9� UPPER STRAPS .. 4> Li ( _ T .. T v n I 1 71 _� H' _I I_1,._..-�. { _LI_ .`_..� I 1 J {T I 1I _ --Lin I ` i r BEHIND WALL U r, +� . r r i__-7 J_ _I__ _..I_ �.___._ _i_I_ -�1- J_ 1 I I I -I 1 J t I \ 15 1/4" OPEN p ALTERNATE a v^-' to I T - I ; SIDE STRAPS oo �c- ' - L 1 ____�I.._ L I_ I �_I 1 L I__ 1_ ! _ { � I_. J J r. 1 1 .--.�-_-_ 1. \.�` v p EHIND WALL cv G ■ I 1 --1-1- T 7 - �' W PI- i .G - - -\- - - I ( �. . - LIJL. I ' I L ._. ! I I_ ( a _J�1 _ r_ _I_._._ _ rt T _ I OPEN 0P 2"x 15-1/4" OPEN __r _. I 1T i TrT (�' I r 81 1t _rl_._ I I I { ELI ,1--1-7-1 i i I _ 11-1-1- 17 -1- 1- 1 -11-• 8 1/4" ROUGH /4„ HIGH X f J._ ■ 111112 _�1. f _I i. OPENING ROUGH OPEDNENG 1 L�_ 11111 ■„ -. „'1 1.'.1 _ I 1 ,1' ,.11, 1M� I OPEN OPEN FRAME DOOR 3,.x 15-1/4" OPEN (s1 --"-1.. r 1 ■■I■ ■■■ 111 11 I 1 �, ,1 �- '-�� ��j OPEN d I�r T 111, 111 , T1 1111111 --i------• DOOR SHOWN OPEN FRAM • ► p T T rr - p BOTTOM STRAPS V f ?_.1 1 __1- _l .L • IN FRAME p� BEHIND WALL O n 11,;-. �e r STRAPS GO BEHIND WALL (!� Ire /- 1 iii I I- J. I -1 - 1r ' -�--- 1- LL� 12" j T � AND CAN BE BROKEN OFF MAX p JI I I 1.T�L I , I 1 I (I I i 1 I I, l I�- --f ''_ 1 AT SLOTS TO AVOID •- i_ 1. I I I I� I _ L i.._..1...� _. , �_._TI__ !. OBSTRUCTIONS o� v °� 1 I_ ,�__I_y _1 1_I 1 I � 1 I L�_ 1 �! L l.r 1 N - - -N- - - FIN. FL. EL.14.1' i i i = AI�In� ; lai,1 T-r --r 1 tri----17 1 '__I i .I__ _ L --I_.._..t. I, -1 ( �I._-___ .1 T.., 1 1_ 1._l_._ 4 4, 4, 4, •, �i1 r I ! [ ( �. �__ FINAL GRADE I • ► p I d - 'N-TOP OF PONY WALL:,EL,13.0' I - L 1 t EXTERIOR VIEW CI e 1 ,2\•/'•'{ .__ .-...,_ I 'TTI �I _ TJLIJJ- _ SIDE SECTION VIEW com) C•r) -- . _1_. _ _ 1 i_ �_ -1 __1T _I T -, 4.00 e - •,-/A\''''<; /\,'Y , 'V y. ; _, I__ _ ■■!11 ■11111 1_,� J_ �. y _ \4' , \''>`r.)..'',' 1�; �� � 111, ) 1 i - 1 1. Prepare a CLEAN 16-1/4" wide by 8-1/4" high rough opening for each vent (1 block wide x 1 block high) l,. T,ti TT,, ;,T/ j/„�\ I I _ ( 111 ( 1 L I i T 'I with the bottom of the hole no more then 12" above finished grade. Q' ®� <' '`.' .'F\/ :�;'. `�' 1 I_.__._I_!__I ,__1 _�_ L.____,__ i I. ✓,'^ a✓jT`r ,\ ) j" --I-I 1 ■_■i_■, ■■,I, f 2. Measure wall thickness and bend (more than 90' ) 4 straps at nearest slot to the measurement from pointed end. e®C / •,'' c\;',,/..((,\>2,F I ._-1 3. Remove door from frame. (turn upside down, rotate bottom of door outward and slide out of slats) J� �� • /" ' -- ::.--- -- -----c.....................-...--..............= 4. Insert two straps into two top sets of slots in frame from rear. After pushing teeth through rear set slots, „.:. Y1:',;7‘ •,^ley'.:; \vj'. %./� ,v' � {` ( T 1 T i I I I T-?�T ,11IIIIIT TOP OF CONC.WALL EL.8.0'- -�- nting up. `� ,: r< ( Y rix`<<,„!` ,;(>/ • • - ONLY PUSH STRAPS ONE CLICK INTO FRONT SLOTS. Straps should have bent legs 2 •,< /���,, ,v<\< , . r, ` %''` - <;'''' • , '• •. ' • • • , N. I ------ ------: --.----- ------ 5. Caulk may be applied behind front frame flange. Tilt f game so top goes into wall'opening first with straplegs ,',,.� \,>, n� �' �\,` �� i>;1;�f.).l''>,;\<,',<' `' �`� /,\; 9 . • > v>/„T !ti/,Y� �� ,',;, ;yywy,w/, • „ , going behind wall above opening. Push frame into opening so front flange is tight to face of wall. -i .' " . .� - BUILT UP GRADE EL.6.0' • • • through opening andinstall two bent straps through two bottom sets of slots in frame, trapping wall r z; �,;"- _ 6. Reach frame between front flange and bent strop. Squeeze all straps tight. Frame should be flush to wall face and secure. ' ., .° ,',:...."..77•-, ,1' \• 7. Check that frame is square and slots are clear of debris, mortar and caulk. }�4,,,,, ,- ? .,,,„,-e,• - - - - 8. Install door into frame by grasping bottom of door (with plastic pins) and front (with smaller squares) facing up. r'.:.".;;',`'' ''Fpm'`+ Y \\ - - - - - : :.`ora"• _. Slide door into frame such that metal pins on each side slide into slots on sides of frame. Let the door slide down ,.„i� , NATURAL GRADE:lr`L.5.0' following the path of the slots, until they are at the bottom of the slots in the dimples. • ' (TOP OF CONC.S1LA6) 9. Let the bottom of the door go so that the door rotates down into the frame. Check that door is latched on both sides. ;x 1 DRAWN: MH/MS • - - - - - - - - - - >�P :T.: '' ;:: ,;_� , SCALE: 1/4"=1'-0„ BOTTOM OF FTG.:FL.2.0' $ '` JOB#: SOUTH ELEVATION :,Y. f, , ryca �+ .'T" September 27,2013 .f ,°.. '. ,w SKEET NUMBER: _WATER WATER-EL,0.9' SCALE: 1/4t► = 1t_0tt � a :,_.A .:�: 1' PAINTER TO PRINCE AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMNv1ENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENEMIMI 2 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIME T SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF E UIPME AND A IA N RAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS ' DIMENSIONS AND CONDITIONS A JOBS Q NTA M TER LS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOIR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: FF: EL. 14.1' V vioiki\ TOP OF FOUNDATION: . 1 000 EL. 8.0' >;1111111110 " 28 -;. 1 2" CO F OOD VENT jh ab NEW GRADE: EL. 6.0' 8'-4 1 2" )i-011111101 , 20'-0"3'-6" 4'-10 1 2" - 10'-0" A 10'-0" •�� /• 26'-9 3/4" t' NATURAL GRADE: EL. 5.0' 4" '_ '° A ..' / i �•� , 6 9 3/ , 20 0 .40 / �', 16'-0" •a° / 10'-0" 10'-0„ a D a v , ,2'-0"/ 12'-8" I 3'-4" ,2'-0" � I 0 kJ 1��® BOTTOM OF FTG.: __- _ _ \ `� ..,_ '� (CANTILEVERED DECK)._f -------1" ��■ EL. 2.0' - ( �' ''~ _ _ - "..� Z 3 ACC2-C'11ltSE )2X8 ACQ - - - - - - - D G1RDE d WATER: EL. 0 9' -' - R • � _ , - -_ A-1:.s. �_.r - 6X6 ACQ POST w/ � A I - --A _-q _{ -- 1 12"dia.CONC.PIER CVO i ;--, N-- O [DECK ABOVE] 1 �- DECK o _ 1} „ 14'-0" a 1'-0" co W /14X14 FG COIsUMN 1 - w/8X8 POST �I 1I , 8x8 ACQ POST ON 12"dia.CONC.PIER ,Xy , y _ a c0 .{LOUR-ABOVE]__ - (CANTILEVERED FLOOR) '---, I 4H"X48"X12"CONC.FTG.REINFORCED " I I -C\ .. _.... . TI , w/(4)#5 REBAR EACH WAY 1 O 3046 r + - • "��' _{4)aah7/8 MLau/�3) 1 C2C G1 611 4�S D&ORPEDa3EAM__ _ '=�-. •. d ,D'r a ° o J r Q I 'a". a •D..• d o. \ \ \ t \ O w FWG127611-4 �� _ • • 1 _ ,'s- _ (2)1-3/4X11-7/8 ML HEADER / I eco a ; St L.F!•�.VENT- 4. ° C~ j ^0 TEMPERED 46 N f_____ I �I ,'� - o• ' o• "e • 1 • / w \''t. ��TT�� ISI Ri iI= F-�-I Z A. `^ _M �' SGL:FLOODVENT b -st Cr) e. id,r, • To rz-1 ,J0- I w -1CZ k\, ) •__--.- `�!` /l%/ g I I U ' /�\ �_ I M W , ' a . O _f 1 I °, '� �, DINING '. '. G -fix LIVING ROOM PREF•r. �' '``�' a ° /4'-7" 6,L6„ y��/ 6'_6" 6'-6" 6'-4�/z" p `� FIREP d. 10"dia.COLUMN - A) ' 4' m w/6X6X1/4 STEEL - _ _ ,L II- I I , i , , i 47 � t (31 1-3/4X911/2 ML GIRDER (3i 1-3/4X9-1/2 ML GII21DER I ;,.- i ;--- POST / k ,' C_- � N 1 t 3 __ .•..1 '{;,, / r ,„,/ r- 1'- " V OC1, 4i STEEL COLUMAI w/ , 5X5X1/4i STEEL COLUMN I II I A" EEL COLLMN w9y 4" 'rEEL COLUMN�,/ ,f Cfl ./..v./.? 4 3/4X11 7 8 ML w 3 5/8"STEEL PLATESyr. -3/4X11 7/8 ML w/(3)5/8"STEEL PLATS[ I._.W10X54 STEEL BEAMX10.1"d] . I 4„ 3a°x3o^xlz^cor1�� . ___: w/ "x�",PLATES ON 30" a^x1:"-r�>yG FTG. 30:X30:X]2 CONC.FTG. I N . L �� ( � . ® . .-100.71 - �:} �)5 - - ! CD 84"X84"X14"CONC.FTG. r p I 1 Az, 4(''' ALT.W10X54 STEEL BEAM 10"w 10.1"d] NI 1 V•�,'''• / Y REINFORCED w/(8)#5 w ' I I = D ° ¢ N ' (� I `i ' / REBAR EACH WAY m V• O ,� t/2" ILL s \ \ " \� M 7-2•-.10 7,_6„ :. �5i- " 7 / 4'-1�/z" -� 1, 0„ :, w `'- �¢ - - D W •y • CO 'I v 'I n l0"dia '" ___.._...._ N t�Q m m I I �, • �� = COLUM -( J u�( { �.? Io„ o Z (ill I? I j , , , O CO,� �i---•' L_L_r.- ( t, R I //�v W I ._ rii J ��- - - - (2)1-3/4X11-7/8 ML FLUSH BEAM - Q 0 mi '� Sj1 /4X}1��snfi .6F-BEAM---._.. o \� , J LL 1'T - - - - - I vn w 4/00 / • 2' -3/�Xll-7/8 ML DROPPED BEAM �'� �� '�} N I In I NLL I O !Ll • %/ i Fy) i I= ,^ �h / / `�' O g • UPDoll I I //• ' M MI y w�/ SH O - m i ✓l //"�"� F�V J � / • .. .� 1 - • V ^' ' 1f /;•. , ^ N m , 6.. J--�-y - O ¢ F--� `iZ U it I / � I� Iv , � 'r a, C° ' ° ENTRY i o m o 2\4 - to 0 / v j j - I v. 'I O M Q KITCHEN =' I'-6' /'-;= IT . .Q i VD w U grl 4 ° 60° 1. ``� �_--___,� ,' HALF DN % 3GL.FLOOD VENT ... _ f SGL.FLOOD VENT _- �_ .__(3) -3/ X11-7/E-ML-FLUSH BEAM-- ' p :, • - / I I BATH \ d , • o a , a .o, armi , a • o a _. �' - ° ° �,ila� - = -�-=I--•_° jI 2 1- X71-7/8 ML DR, - 2xLo atba7c A. '(2)11-3/4X11-7/: SH SIAM ��( / 7. ,b`x12 -N •- �p�i' T.MPERED TEMPERED (2)2X10 FLUSH BEAM BRACKET i e _I a � � t/0-3/0-t/0X6/8 I I � � � ---------�_ - KNEE WRT2848CM-i W 8310- AW31 r a 1-\1 - I o0 DN PORCH N 12"dia. QPO PIER x I � I 6X6 ACQ POST w/ r. � '"l- ;(pI_-(2)2z$AC4QG1RPE\\k\\_--1p�+ _ 1-1 �, 6'-0" �, 10'-51/z" / / 3'-8" / 7'-4" / 12'-21/z" / 6'-0" 9'-81/z" / o 'n v i 38'-11" /�5, m o 0 r'' `a A.v �, , 39 8 A �' - z 3'-8" , -8" 7'-6" 7'-81/z" , 7'-0" , 6'-51/z" , Jr o ,ti .,...„, 3'-8" , 7'-4" 28'-8" 5 N PROJECT NORTH FOUNDATION PLANm _, P 4 ..44 / AREA: 848.4 SQ.FT. 39'-8" INSTALL FLOOD VENTS E SCALE. 1/4" 1' t LO U " co 0 W 1),8"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT AT 8"ABOVE 5).PROVIDE 2X8 ACQ SILL PLATES UNLESS OTHERWISE NOTED.SILL PLATES 10).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE Pr 1).PLATE HEIGHT AT 9'-0". 7).REVIEW PLANS FOR REQUIRED TEMPERED GLASS. HIGHEST POINT OF GRADE.BUILD 2X6 DF#2 STUD WALL OVER FOUNDATION. ARE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING VERIFY ALL DIMENSIONS AND ANGLES IN FIELD WITH CONTRACTOR PRIOR TO FIBERGLASS SILL GASKET. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 2).EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C.. 8).ALL MULLS (AS SHOWN)TO 13E PROVIDED WITH 2-2X DF#2 STUD POSTS. CONSTRUCTION.BUILDING STRUCTURE TO BE LOCATED WITHIN BUILDING ENVELOPE-GET FOR SURVEY PRIOR TO POURING CONCRETE AND 6).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/I 1'-0"OF CORNERS. 11). PROVIDE 5/8"TYPE-X FIRE RATED SHEETROCK ON WALLS AND CEILING 1ST. FLOOR PLAN FOUNDATION SURVEY AFTER FOUNDATION IS IN PLACE FOR BUILDING INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A FOR GARAGE AREA AND OVER FURNACE.DOOR FROM GARAGE TO 'EMI 3).EXTERIOR SHEATHING TO 8E 1/2"THICK FIR CDX PLYWOOD. 9).INSULATE ALL EXTERIOR AND INTERIOR WALLS WITH R13 INSULATION. DEPARTMENT PRIOR TO WOOD CONSTRUCTION. MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT ARE TO BASEMENT TO BE 45 MINUTE FIRE-RATED WITH SC HINGES&STEEL JAMB W �� 4).PROVIDE 2-2X10 DF#2 HEADERS OVER ALL BEARING WALLOPENINGS 10).INSULATE CEILINGS WITH R30 INSULATION.ALL CATHEDRAL BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. PER CODE. „ 2).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4)KEYWAY FOOTING.FOOTINGS QF-'I SCALE. 1/4" = 1 UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 SECTIONS TO BE PROVIDED WITH A 1 AIR SPACE BETWEEN ROOF TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON 7).PROVIDE(2)2X12 DF#2 HEADER UNLESS OTHERWISE NOTED.ALL OPENINGS 12).VERIFY LOCATION FOR WASHER AND DRYER.PROVIDE DRAIN PAN U JACK STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON SHEATHING AND INSULATION.ALSO PROVIDE 1-1/2"THICK FOAM UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). OVER 3 FT.TO HAVE 2 JACK STUDS ON EACH SIDE OF OPENING.PROVIDE UNDER WASHER. O EACH SIDE FOR MICROLAM HEADERS. INSULATION 1'-0"FROM EXTERIOR WALL PLATE INTO HOUSE ON 3 JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS. W CATHEDRAL ROOF PARTS, to 3).VERIFY WITH OWNER IF BASEMENT SLAB IS TO HAVE RADIANT HEAT. 13).VERIFY WALLS,DEPTH.SIZE,etc.FOR STAIR WELL.STAIR WELL TO HAVE S 1►'•N PROJECT NORTH 5).PROVIDE DOUBLE JOISTS UNDER PARALLEL WALLS ABOVE. 11).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROCK.BATH 8).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE,PROVIDE DRAIN,PIPED TO DRYWELL. 6).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE ROOM TO BE MOISTURE-RESISTANT SHEETROCK(TYPICAL), 4).FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL. BLOCKING AT 8'-0"O.C.AND MIDSPAN. APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING 14).RETAING WALLS FOR GARAGE ENTRY TO BE VERIFIED IN FIELD WITH N E HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 12 .INSTALL Co AND SMOKE DETECTORS AS REQUIRED BY CODE. WALLS.COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE 9),REVIEW PLANS FOR REQUIRED TEMPERED GLASS, OWNER AND CONTRACTOR. E" AREA:870A SQ.FT. ) REST OF THE SLAB.THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE Q AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET THE CONTROL 15).SMOKE AND Co DETECTORS TO BE INSTALLED PER CODE. JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT SPACING SHOULD EQUAL SLAB WIDTH.MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO U MORE THAN 16 FEET. crsz) cn di • - lio r• A \�I, T f fie, r. \ - ij.',"1• frr,. .'' 1"' � DRAWN: MH/MS 1 Y-, x , :' ,;;- ( SCALE: 1/4"=1'-0" 1 C:.'i Ar' 4 JOB#: •. + September 27,2013 V '' ' ,* 't;"I Ada +". 0l. •',:-.P, ._ SHEET NUMBER: ....3 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: 20'-11 1/2" 9'-113/4" 10'-113/4„ I' A ',,:, = 24"OH 0 2 28310 \ \ v '1F--- I 1 - \ \ \ ,' C1 - .-JGABLE WALL Nti� 6'-11 3/4" 1'-43/4' zi 5 v co I 1N N WN CI W W rn W 7c1- I Y 24"OH o 'd- o 2-28310 �- - - - - - I • 1141 (2)2X8 DF#2 HDR./ i ®. GABLE WALL O AO s ,r 113"," COLLAR TIES AT T-6"AFF 3'-1 13/4>' o I a� v . ,, B29'-4 1/2" ,B M, •�� 0 °` /dry PO , 1/2" 21'-0" II, 8'-4 .4)'"V '�` /'r'` q� sr., - - - - - - X1ODDFF#2 - - - - � fe \ ` < , , ' � ` _ i +l , 3 -6 , 4 -10 1/2 3,-3,, 14 -11 � 2 -10 , r 2X10 DF#t2 HIP 10 Df#2 HlP "■ �' I - A o z 6'-6" 8'-0" 6'-6" W ?A� \..., TO vv V \ UW N �n, 4 fib� /BELOW` Q 4 o O N' • J O Z OS ?? • 0 b -j (2)2X10 DF#2 'rt - - 07 in I \ - Ls.1 r. c / /4 p` O I O Ogto 0. s ^ ,^D L1 DECK 1 `` a vt m = co `� 00 -k-o,, /4 IN N / G !i =` •�� ANGLE B0.KT5.-;•,,,\• - - - - - - ��7X10 DF#2 RR($ h"OC 0 AW251 57.E y,�\ (16X16X1/4°) PULL-DOWN N 3046 FWH50611APLR A TEMPERED << 1 STAIR \- -u -' I \ \ \ (2)9-1/2 2)2X10 F#2 HD (2)2X8 ROOF WALL: , 7'-6"AFF „ i - - - - - --.1 1,- ,> LLQ ■ ML HDR. 13'-01/2" 2 9 4, 0" D •2HD'. 0.� ._ I ` 6 -2V4 .N 8 91/4" 8 91/z T /� . ,4) I rt o P a I ! // / O O 6'1-113/4" 6'-0" NEE WALL N m w 'r 1 �' \ \ 2-2846 I I Q lo 'r1 -2' R N o O '/�I l;'• ' I 1, P/ �/2X 0 DF#2 (2)2X8 DF#2 HEADER `� FW _ �� w 0 �, - PO 2) %\ MASTER a6 U RR @16"OCA _ ct tv / . . cvm p . 0 1�' °� 4° WCRICKET BETWEEN OPEN7 o o B ^ +xb , °� --- - I MASTER BEDROOM ::111- BATH N = ors, j' B I- ROOF INTERSECTION 00 TO �,, N ^,� r y� r ` �+ •- _ ,--,r, i� 0� I BELOW = �, I '�'r ,yw , /, OD . I6'-0 Nx "`\ WALK-INI r 7X10DF2RR@16"fK (N CA .`� I o H 50 '-61/2" CATHEDRAL CEILING �/"r /•";', N CLOSET„ M I O 2 10 7� ` ;• X j y 5 -11/2 N le GABLE WALL - _ _\ ' ,M _ // E \ ' J \ \ \ D( I , , IAW25 I I I 1 I I 1 I 1 8 OH ,\ , / CO •� . -._...__,..__._.-_.__ __✓ _ P - f.. 1 I I 1 I -'li 1- T_-�'7 �Q COKJ 1 i 24"OH i i I I ^ --__ ; - N ii Ac": ! i Nc �I tiA LC') 1, 0".. \ " � = i 1 I 2'-0" :Naarr o�vi 2'-6" Inlsva,rsacq, - - :. r_ - H o I 00 ' V '2X8 DF# 2)2X8 DF#2 -, r 1 - \ w N rn -PN I N l = v 1 TO HEADER J< ^I HEADER , ti '1 I' ■ l L w N cp O ' o m , y11 - PULL-DOWN If H I Z 10 , 3)1.3/4X9-1/ Lw/(2)3/8"STEE_PLATE I STAIRII N BATHNo. 1 IIn 12"OH / , If, BEDROOM No. 2 I �-- - -2 / 3'-1" // 010" ; w ::*j p7'-3 1/2" , 2 -7 , 2 -7 , . , / " 5'-2" 9'-23/4" / c v \ U25 -4 1 2 f i ♦ /' t BEDROOM No. 1 c QI U/ I i�39'-9 1/16" A / vf / r} j �, /�- r 13 -21/2 00 1 - t).INSTALL 2X8 DF#2 COLLAR TIES AT 48"O.C.. 6).ICE&WATER BARRIER TO BE USED IN ALL VALLIES AND INTERSECTIONS ~ ,` 1 \ / , " N I o LL II °'n LU2 -4 U- ■I X s E - WITH ROOF AND SIDE WALLS(TYPICAL). ��b Q:77 �� �� o N E A r yi N N cv Q -�2).ALL PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA.GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. 7).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING / $,da `� = fx \ N vO F- R00F PLAN MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. S� - / N' 3).APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE j CATHEDRAL 11 - 1 WORK DAY.COVER WITH HEAVY-DUN TARP UNTIL ALL ROOFING IS 10 _ -_ � ?X10 DF#2 D'"I CEILING �i SCALE. 1 4 - 1 -I - W / 4).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND COMPLETE- N , {- k,,:r �`I ■ (2}2X8 DF#2DIRECTLY TO THE DECK ALONG EAVES. I T+ ,,s1 (2)2Y8 F#2NS. {2)2X8 DF#2 HEADER \ r (21 2XHbERI I .--� HEADER HEADS NPROJECT N0RTH 8). INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIO p �- 4I , 11 -'��5).USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ USE GALVANIZED(ZINC COATED)ROOFING NAILS,I1-12 GAUGE WITH AT I 3046-2 II 3046 2 , 3046 \ \ \ 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. LEAST 3/8"DIA.HEADS.LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. 1 TEMPERED E USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT , AW31 8 „ , „ , » , » m N O CUTTING INTO SHINGLE SURFACE. , 7 -4 I 11 -2 1 9',81/2 �, 4 -11 �, 6 -61/2 / x Ln ,~ o 1 1, 39'-8"• O• X o e, ' -�j �' v cz cv to S2 1). PLATE HEIGHT AT 8'-0". 7).ALL MULLS (AS OWN)TO BE PROVIDED WITH 2-2X DF#2 STUD POSTS. �✓., bp ct, Eo 4, .:E:-, GENERAL: 2ND. FL00R PLAN 2)•EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C.. 8).INSULATE ALL EXTERIOR AND INTERIOR WALLS WITH R13 INSULATION- NDRY WELLS MUST NOT BE USED WHERE THERE INSTALLAT ION WOULD CREATE A3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. 9).INSULATE CEILINGS WITH R30 INSULATION.ALL CATHEDRAL U m SIGNIFICANT RISK FOR BASEMENT SEEPAGE OR FLOODING,CAUSE TION OF SECTIONS TO BE PROVIDED WITH A 1"AIR SPACE BETWEEN ROOF fid+ FLOODING OF GROUNDWATER,OR INTERFERE WITH THIE OPERATION OF SUBSURFACE SCALE. 1/4" = 1' 4).PROVIDE 2-2X8 DF#2 HEADERS OVER ALL BEARING WALLOPENINGS SHEATHING AND INSULATION.ALSO PROVIDE 1-1/2"THICK FOAM N a) E a) SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFACE S FUE THEIR C , DRY WELLS MUST BE LOCATED AND CONFIGURED WHERIE THEIR CONSTRUCTION UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 INSULATION 1'-0"FROM EXTERIOR WALL PLATE INTO HOUSE ON O W WILL NOT COMPACT THE SOILS BELOW THE DRY WELL. IN OR A DRY WELL JACK STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON CATHEDRAL ROOF PARTS. X SHOULD BE PROTECTED BY EASEMENT,DEED RESTRICTIOIN,ORDINANCE,OR OTHER W EACH SIDE FOR MICROLAM HEADERS.LEGAL MEASURES THAT PREVENT ITS NEGLECT,ADVERSE/ALTERATION,AND REMOVAL. 10).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROCK.BATH THE BOTTOM OF THE DRY WELL MUST BE AT LEAST 2 FEET ABOVE SEASONAL HIGH S N PROJECT NORTH 5) APPLICABLE.LOP OVINE GS TOHAVE PROTEDTION PANELS WITH FASTENING HARDWARE ERE ROOMS TO BEMOISTURE-RESISTANT SHEETROCK(TYPICAL). WATER TABLE OR BEDROCK AND BE AS LEVEL AS POSSIBLE TO UNIFORMLY DISTRIBUTE RUNOFF INFILTRATION OVER SUBGRADE SOULS. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 11).INSTALL Co AND SMOKE DETECTORS AS REQUIRED BY CODE. CONSTRUCTION: E FOR DRY WELLS,PROTECTION OF THE SUBGRADE SOILS FROM COMPACTION BY 6).REVIEW PLANS FOR REQUIRED TEMPERED GLASS. imolai W CONSTRUCTION EQUIPMENT AND CONTAMINATION AMID CLOGGING ARE VITAL. AREA:907.1 SQ.FT. -(32) PRIOR TO ITS CONSTRUCTION,THE AREA TO BE USED FOR THE DRY WELL SHOULD BE CORDONED OFF TO PREVENT CONSTRUCTION EQUIPME=NT AND STOCKPILED MATERIALS FROM COMPACTING THE SUBGRADE SOILS.DURING DRY'WELL CONSTRUCTION. / PRECAUTIONS SHOULD BE TAKEN TO PREVENT BOTH SUIBGRADE SOIL COMPACTION O AND SEDIMENT CONTAMINATION.ALL EXCAVATION SHOULD BE PERFORMED WITH THE 41 t!J LIGHTEST PRACTICAL EXCAVATION EQUIPMENT.ALL EXCAVATION EQUIPMENT SHOULD OGEE GUTTER- STANDARD 5" STORM WATER MANAGEMENT DETAILS BE PLACED OUTSIDE THE LIMITS OF THE DRY WELL. Q 1,YNOTES: di TO HELP PREVENT SUBGRADE SOIL CONTAMINATION AMD CLOGGING BY SEDIMENT, LI DRY WELL CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION 1),EXECUTION: N SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTIONI AREAS THAT MAY A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. H TEMPORARILY OR PERMANENTLY DRAIN TO THE DRY WELL ARE STABILIZED.THIS N•T• ■ , DELAYED CONSTRUCTION EMPHASIS THE NEED,AS DESCRIBED ABOVE,TO CORDON 2).PREPARATION: Q OFF THE DRY WELL AREA(S)TO PREVENT COMPACTION BY CONSTRUCTION EQUIPMENT A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. GUTTERS DOWNSPOUTS DRAIN PIPE AND MATERIAL STORAGE DURING OTHER SITE CONSTRUCTION ACTIVITIES.SIMILARLY, / B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR USE OF THE DRY WELL AS A SEDIMENT BASIN IS STRONGLY DISCOURAGED.WHERE GUTTER SIZE ROOF AREA ROOF AREA DIAMETER OF ROOF AREA ROOF AREA DRAIN PIPE UNAVOIDABLE,EXCAVATION FOR THE SEDIMENT BASIN SHOULD BE A MINIMUM OF ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. 1/8"SLOPE GPM 1/4"SLOPE GPM 2 FEET ABOVE THE FINAL DESIGN ELEVATION OF THE DRY WELL BOTTOM. C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR (INCH) @ 1/16"SLOPE @ 1/8"SLOPE LEADER(IN) SQ.FT. GPM DIAMETER ACCUMULATED SEDIMENT CAN THEN BE REMOVED WITHOUT DISTURBING THE METALS WITH PROTECTIVE BACKING PAINT. 0 tn 3 340 480 2 1088 46 3 1644 68 2320 96 ►t+ SUBGRADE SOILS AT THE DRY WELL BOTTOM,WHICH SHOULD BE ESTABLISHED ONLY Fi0 AFTER CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE ARE IS COMPLETED AND 1164 3.INSTALLATION: 4 720 1020 2-1/2 1974 82 4 3760 156 5300 220 DRAINAGE AREA STABILIZED. A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. ` IF DRY WELL CONSTRUCTION CANNOT BE DELAYED UNTIL ITS DRAINAGE AREA IS 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. 5 1250 1760 3 3220 134 5 6680 278 9440 392 SHOULD BE 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. STABILIZED,DIVERSION PIPING OR OTHER SUITABLE MEASURES6 1920 2720 4 6920 288 6 10700' 444 15100 628 /7 II INSTALLED DURING ALL PHASES OF CONSTRUCTION TO DIVERT ALL RUNOFF AND a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND SEDIMENT AWAY FROM THE DRY WELL.THESE DIVERSION MEASURES SHOULD NOT ACCESSORIES. BE REMOVED UNTIL ALL CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE AREA B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT ' a � IS COMPLETED AND THE DRAINAGE AREA STABILIZED. CONNECTORS. , , \ STONE FILL AGGREGATE SHOULD BE PLACED IN LIFTS AND COMPACTED USING PLATE 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL ,`, \,, ,,I- COMPACTORS.A MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES IS RECOMMENDED. w> s 2 - ^,�;h; 4. CONNECTION WATERTIGHT. ROOF AREA: 1202.9 SQ. FT. *' t --� AT 100%WATER RUNOFF:200.9 CU.FT, AS ATMENT: � �� 1 4).PROTECTION: AS WITH ALL OTHER BEST MANAGEMENT PRACTICES,PRETREATMENT CAN EXTEND THE ��``,e�►�, DRY WELLS TO BE 10 MIN. A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. 4-'1 LIFE OF A DRY WELL.WHILE GENERALLY NOT A SIGNIFICANT SOURCE OF `,,�� 1p . l� �'� � �; T.�.-' �. DRAWN: MH l:MS FUNCTIONALTilt AWAY FROM HOUSE B).TOUCH UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL ,< RUNOFF POLLUTION,ROOFS CAN NEVERTHELESS BE THG SOURCE OF PARTICULATES AND COMPLETION. PROVIDE(1)8'DIA.X 6'DEEP DRYWELLS ORGANIC MATTER AND,DURING SITE CONSTRUCTION,SEDIMENT AND DEBRIS. I,�_ 1 "I y'; �,.r SCALE: 1I4"=1'-0" (OR EQUAL CAPACITY) (4. .:' ..-.- '`::')1, JOB#: THEREFORE.ROOF GUTTER GUARDS AND/OR SUMPS OR TRAPS(EQUIPPED WITH N OD CLEAN-OUTS)IN CONDUITS TO A DRY WELL SHOULD BE INCLUDED WHEREVEROO // /s; PRACTICAL TO MINIMIZE THE AMOUNT OF SEDIMENT AND OTHER PARTICULATES hO O .; - �: 4 September 27,2013 "�. ") ` ° + SHEET NUMBER: o c DRYWELL CAPACITY: 253.5 CU. FT. - �;-:,"f:: .,-, " THAT CAN ENTER THE DRY WELL. 4LL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A �4 ',. PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK, DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: 24"0C 4" \ t , r -1 7 o I r-ii —y / \ UMW MIMI �-=-MIN IIta"•Ma1_-��a I 1-3/4X14 ML RIDGE e I Pi / 11 O ` / /ol T �pI \� ( I 1` I e I / �O( I - I I I - -- -111111 I ,7 I _11 I I 4 " 1�N111■I__ �1�/J1 _I I I { 1 1 I / 1-3/4X14 ML RIDGE ( I I 1 11 I l I 111 , II )! I ( IJ LT2X10D #2 RR @16" C A • 8"DEEP BUILT Q , „ „ , „ 1, ' J ( 2X4 11:, I rl r / `/ I( ( \ \ l I / #10 STAINLESS STEEL I ( I \ , I J it l - i_i__ i I i -_ , 1, 2X8 DF#2 @l6"OC + II f1 I OR GALVANI2Ebo I /J�\ I I I j • ` 12 OC I -- I I ' + :14:- I / �I WOODS012"0.I �/"11 \� ( ! 4111 1 /� I ( 1 _r I CURV D 1 \ WASHERS�0 12°o,C. I II I I I I O- O O ` STICK-FRAMED �' _.WALL I �7111 l I I I I I O O I ` I " IIIIIII S I 12"O.C. Ill 3/4"APAPLYWOODCHIMNEY I III12 II I, I \_, SHEATHING UNFINISHED ATTIC � _ -- I I _LEAD COATED COPPER I - I) I •\' \ 1 � e I ) 1 _ 1 I v� � •VER PDM,1 2 EXT. I � �I I ( 101 o I I � � ili I o I I I I p 1O ' 1 ( 1, I I 1 -� ' -7--I-7--} `{ { f/ I � f 7.1 ""'"GRADE SHEATHING // I `�1 '/ I 1/2"APA RATED SHEATHING \�V I I 1 1 / Ii. ffffff��� 1 I I � / r I) 1 � / �-�ALTERNATMOOD7/16"0.5.8.) I ! � \ � I I 1 I) I/ I tI I / ge���•• 2X4 to ®16"OC I I I I h) , I I ( Itar ®bI 3/4„SHTG. ( / Y I 1/2"APA RATED SHEATHING O O 00 O O /b I I 1 GRADE PLYWOOD I I I ti� 1� �t ,. O I I Q ' / (ALTERNATIVIVE:7/16"0.5 B.) I I I I L. I I I � ��� �liTilitiltTiltTiiiiiTitiiiT 2X10 DF#2 CJ @lb"OC jljiTiTi�tTiTiTiliTiii�iTtj� �iai�I�L� JI 1 f / 2X4 DF#2 I r f / ( X6®i6^UC ; / I ( I I I STUDS / 2X6�l5"GC I 1 illi I (2)2X10 ti li a1 1 ,� r oi i / #10 STAINLESS STEEL ( ( / ��� ��� imMl io AI / ® ® - 0 OR GALVANIZED i 1 1 ILill I 1 ® ® ®® W I••-I WOOD SCREWS W/ e / / \ \ / 0� / ( Fl I I #1O STAINLESS STEEL ♦ ll ll U WASHERS W 12"O.C. ( !!! 1 ( Ij OR GALVANIZED F a� •• I 1 II I WINDOW SILL ! I I I I F WOOD SCREWS wl p BEARING W ' I 1 ( , \ \ TYPICAL WINDOW OPENING ( I ( ( c I ( f`` 0 0 f WASHERS @ 12"O,C' I WALL O U I I (LESS THAN 4'-0X8'-0"OPENING) I p I c ' I ( a'• o. { S 0.��� 3'HIGH RAILING I 0 - t o III 111E 0E1 OD MULTIPLE PLYWOOD ASSEMBLIES e I I , I _ ` I I I ` I 1_ I ® 2-ET4 RW STUDS NLE SSTEE 3'HIGH TOGETHER WITH STAINLESS STEEL RAILING :I OR GALV D NU BOLTS W/WASHERS t"t4 5W TYPICAL DOOR OPENING: ""°NUTS 2'-0"°.`. (LESS THAN 4'-0X8'-0"OPENING) _ _ yl LQ x TYPICAL MULTIPLE OPENINGS _ _ 3/4"SUBfjLIDOR '' 2k8RR [�] Q n• I I 11-7/8 TJ1230 WOOD-I FJ @16"OC _ II. '-16• ^ CA '� (MORE THAN 4'-0X8'-0"OPENING) 2X8 ACQ SISTERED TO FJ 16"OC--► L- pfd { OC O T� � - - �� - - II I Illi V1 (4)it-7/8 ML PERM w/ ; 4r n I pa III (3)5/8"STEEL PLATES —_I. (4)1-3/4X11-7/8r «;l. 2X6 CJ • 16"OC -LO 0 < (4)11-7/8 ML BEAM w/ •" 1 PO (3)1/2"STEEL PLATES ML BEAM i (2)2X10 a - a r WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 14X14FG �' - 1 :'��_ . «I 2X4 DF#2 STUD WALL 0 o a _ LNDG. «1 (TYPICAL),1/2"SHTG. �/ AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING TMPACT GLAZING) O COLUMN Tv 1 ' , - - - - : SIDING w/UNDERLAY ""'" 1. --41 �� WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" I 8X8 ACQ 0 ,----------- «I PER OWNER U In POST � ''TTr �' W AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO • ' III ��� ` 3'HIGH W COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N..Y.S.RESIDENTIAL 3'HIGH RAILING - ♦ ' RAILING B CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. s iii «I ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. 1-3° �I HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. 10"DIA. column e1 I o »: FIN.FL.EL.14.1' - - �-- - m- ) O( _O_( (_- i I P ■: 2X8 ACQ DJ @16OC' ",f- S ._s S( )-m( )� ) 91"7/8 TJI230 WOOD-I FJ @16"OC ?S ()r?5OpR -. ._ 5?S?5-__s 5 j P'i; a `_ 2X8 ACQ DJ W16"OC TOP OF PONY WALL EL.13.0'— — �'` 1 O C) s� ; ; (2)2X8 ACQ lin I (2)2X8 ACQ (2)1-3/4X11-7/8 (2)1-3/4X'1-7/8 ,2X6 DF#2 el 6"0C GIRDER GIRDER I. • 8X8 ACQ a (3)1-3/4X9.1/2 ML FLUSH BEAM .,ML FLUSH 3EAM PONY WALL _ 6X6 ACQ POST ML GIRDER • 10 - 0 6X6 ACQ l� ma , 1-3/4X14 f p POST 4"S`EEL I ML RIDGE I COLUMNS 1 COLNDG. POST Q (� 0 1.):J CA W Q 12 „pC — ` - TOP OF CONC.WALL:EL.8.0'— - y i \ ADD CRICKET ♦ -Fj I� �A A,. _ W 12 AS REQUIRED �, O� 12 I BUILT UPGRADE:EL.6.0' fit` o! T P 111 CElO IetSP�0 Z O6 t o°jIYLL e Q O.0 12 •� 4 v♦ ♦ 2Ell�• • r •ti 4 e"4iG d [ • Q ti4I — :o 4d !� c 4"CONC.SLAB- . �` • �• c Da - PPROOF - - -� - - —� 12"dia. ;� •,a V's• 8"PC WALL�, ,60 NATURAL GRADE EL.5.0' • i• •• •• • `.• •• • e• •. DAM12"dia UCONC. "a' a' a,• 'of;. d EXT. •.� CONC. p ¢U E-C`- _ _ I (TOP OF CONC.SLAB) _ - — - _ PIER vt'. VS'*4 , .D s 0 X v ii. 2X8 DFd�••16"OC I a ov ;' ;• y' o••,.d •� 30"X30"X12" e+ PIER 0 W U r .. I♦ I - - �V� - — 'v ''v •0'.•01 s•v.• CONC.FTG. i W •y •�. I I BOTTOM OF FTG.:E!.2.0' 12"dia.GONG.PIER ON 16"X8"CONC. FTG. [4 ,..m.. ..... « r - ,, 48"X48"X12"CONC.I" rill, ..I■ ■I.■ CRICKET I I (4)#S REBAR EACH WAY 2X4 KEYWAY ~ •. •♦ P �■ SECTION A-A (2)#5 REBAR ill III ■■I■ ■I■1■ "�U FINISHED ,) . , EL.0.9'_WATER_ _ 7 I ATTIC SCALE: 1/4" = 11 - WINDOW I, (3)1-3/4X 9-1/2 ML w/ CULTURED STONE L (2)1-3/4X r. (2)3/8"STEEL PLATES AT CHIMNEY CATHEDRAL 9 1/2 ML y 3/4"SUBFLOOR 1 - — _ _ 3.0 ROOF VENT 3"0 ROOF VENT �� i CEILING b �� :�i�iirii�,�icti�lss:rt�; i �ii�! t�rii�&t - - e - - �, N E p ID i 4- 2X10 DF#2 CJ @16'OC .. ' n o S � 6n :CN>8 � criON ft in i« I'�i �"IO1114 ¢ 11/2 11/4 •11/4 011/2 X O y, Ri •11/4 °1114w In h w10 Ti‘ •mac--.� Lt•'l I., 1` ti I A/_l�/I IN LAV. LAV. �'1 re Q +• « 1 Ill « "fir' W.C. O \ [ « I SHO. ER SHONER N-+ \ V ■1 SII ^ KS � .. OR:ATH OR rI 111 ~f "'•, I 11/40 3 02 03 ��'� Lfi U c+� `r $ � + I C.O.I z 1 114 01 114 I C.O. `� ,` � .... � .1] (2)11-7/8 ML 3/4"SUBFLOOR - - - - - 3 3 N O W 3 i i 15 ii iii - _ - - I 11-7/8 TJ1230 @16"OC '' 2X8 SISTER4D TO 11-7/8"TJI230 WOOD-I FJ @16 OC •-. )( / \ \ BANDING I• !I (3)1-3/4X11-7/8 ML 14 2 3/4"STEEL PLATES — ` 1114 I � FASCIA 1X8 �_Iw�� 1 va 0 t1 va o11/2 11-7 8 TM % 7-1 411 I� 10"dia COLUMNII II I II II 111 y ` swK 1 �O W t. f / FRIEZE cn .4 LAV. W.C. / [� I l l III ■■■ 111111 if III III 1 MIN IIIIIIII ` 6X6X,/4 --- - En D w. V �L�0 Y1 � • STEEL III II II il II I ll IIr,1„,1171 O 11/2 0 '` / ,� if rl cil POST I C.O.�1---� 2° o1 t/4 03 ' ti)-- C.O. i \ ill «` I I III II II II 1/2 WALL 3 'Q; ,� PREFAB 3 to Ir. FIREPLACE _ tIl 1141 i ° 5_1/•]11 Q E'1 3/4"SUBFLOOR __ - - - - 1 Ila G FIN.FL.EL 14.1' - - \ - - 1� � ,� , j ► � I \ f ' 'tom. Lt. LT •I�'�.' L2�I gym. •►2 .2�..L:�1 2_Z ..Z.a�...L..�2►L 2 a.Z. 4 - TOP OF PONY WALL: EL.13.0'— — ANGLED WALL �� (3)1-3/4X11-7/8 ML w/ 11-7/8 T11230 FJ @16"OC - - - I j (2)5/8"STEEL PLATE i w.M IIF A.I. 5-1211 i 6.1 Cter) ch roi0 &Il 1..■I■I■_ .11/2 N I 'A' • in -6- 0%. . \______E,_______L_ I.1 \ TOP OF CONC.WALL:EL. 8.0'— - — i - p 4"C.1. 7 TO APROVED -I SLOPE" 1/4"PER FOOT PITCH TO DRAIN HOUSE SEPTIC SYSTEM TRAP ��; *I BUILT UP GRADE:EL.6.0' 4"GONG SLAB / ::,.,4..z: 4 II-- N 8"PC WALL �z ryr' NATURAL GRADE: EL.5.0' — sc -- •. o •• •• •• a• a •. ♦. DAMPPROOF I PLUMBING SCHEMATIC `, , (GOP OF CONC.SLAB) i i� t: �`a. 4 DRAWN: MH/MS _ _ .- _ _ SA I__ _ _ _ _ _ _ _ _ N.T.S. BAND DETAIL + SCALE: 114"=1'-0" JOB#: BOTTOM OF FTG.:EL.2.0' 16"X8"CONC.FTG. 2X4 KEYWAY1-1/2" -- eta;:° September 27,2013 SECTION B B (2)#5 REBAR SCALE: = i 1' 111 JL 1/411.4",,,,. Ant+1f ' Rt SHEET NUMBER: EL.0.9'_WATER_ _ SCALE: 1/4" = i 1 �.•', , • PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT ANY DISCREPANCIES BETWEEN THE DRAWINGS THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURIER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE.INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC.PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: NYS ENERGY COMPLIANCE _______. FOUNDATION: 4,e04ii\ . .CRAWL SPACE: --- WINDOWS AND DOORS: THE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION, IF APPLICABLE, MUST BE Ws,fr if INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, ' ti# WINDOW AND DOOR WITH WOOD TRIM: ACCORDING TO THE COMPLIANCE ANALYSIS. ^ „ k I� . . 1). INSULATE HEADER UNCONDITIONED BASEMENTS: 1 r is , "� , . .' . Software Verston I 2). SEAL DRYWALL TO THE ROUGH OPENING USING ADHESIVE. 1). INSULATE THE FLOOR ABOVE THE BASEMENT. REFER TO PLANS FOR REQUIRED R-VALUE. ficat z _.... 3). SEAL BETWEEN WINDOW/DOOR JAMB AND ROUGH OPENING WITH A CONTINUOUS 2). INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CONDITIONED FIRST FLOOR. ;FaR E ' " BEAD OF LOW-EXPANSION FOAM, OR FOAM BACKER ROD AND CAULK. FIBERGLASS 3). INSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT. �. tincP Ilk ter o ALONE IS NOT ADEQUATE. ) 4). SEAL DUCTS IN BASEMENT. il 5). SEAL AIR LEAKS IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THE FIRST FLOOR, WINDOW AND DOOR WITH DRYWALL RETURN: SUCH AS WIRING AND PLUMBING PENETRATIONS, AND WEATHER STRIPPING ON THE '"" `. 1). CAULK JOINT BETWEEN OPENING FRAME AND ROUGH OPENING. BASEMENT DOOR. 2). DO NOT USE HIGH-EXPANSION FOAM. IT MAY CAUSE BOWING OW OPENING FRAME AND VOID THE WARRANTY. FRAMING: PLUMBING AND ELECTRICAL SEALING BAND JOISTS DURING CONSTRUCTION: .L.) o 1). CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. CodE 2010 Mew York Energy Conservation SEALING PENETRATIONS: 2). APPLY ADHESIVE TO TOP OF BAND JOIST AND LAY SUBFLOOR OVER. Energy ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST 3). CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE. T) =uc ion Code wU BE SEALED. 4). CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE. Location: Suffolk County, ew, o H n � l e rFamily v RECESSED LIGHTS: SEALING BAND JOISTS AFTER FRAMING (ALTERNATE METHOD): Glazing Arm P :_: 16% W RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION 1). INSERT RIGID FOAM BLOCKS ON INSIDE OF BATTS IN FLOOR JOISTS, ALONG U CONTACT ("IC" RATED), AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS 502.1.3. EXTERIOR PERIMETER, AND FLUSH WITH SILL PLATE. Degree .Days: 5751) W d INCLUDE GASKETS ON THE TRIM RINGS OR OTHER COMPONENTS THAT MAY BE 2). CAULK ALL FOUR SIDES OF FOAM BLOCKS AND JOISTS UNDER FLOOR JOISTS. Climate Zone: SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS. THE AIRTIGHTNESS A4 STANDARD OF 2.0 CFM, (ASTM E 283). UNITS WITH A LABEL THAT REFERENCES THIS 1ST. FLOOR DECK: OD�nsttu t ie: e _ ` s . ; U ASTM STANDARD, MEC OR ECCCNYS MAY BE ACCEPTED. THIS REQUIREMENT CAN ALSO 1). FULL INSULATE JOIST CAVITIES. U BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. 2). INSULATION TO BE SUPPORTED WITH WIRE RODS. CODY :HOUSE Mat.S3 e e 0 SERVICE WATER HEATING: EXTERIOR OPENING HEADERS: DEM DRAM pEfir,wimp ROA.D4,1 P.O.. Box SinP+ w IF VERTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF HEADER DI-LOGUE,,, I ,,; i t MY 11135 W FIRED HOT WATER TANKS, HEAT TRAPS (IF NOT INTEGRAL TO THE WATER HEATER) MATERIAL IS THINNER THAN WALL CAVITY. 15.'31-734-4185 MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER. ALL PIPES RECIRCULATING HOT WATER PIPE LOOPS MUST BE INSULATED TO LIMIT LADDER BLOCKING FOR INTERIOR PARTITION WALLS: rnkaancrtit ectgoiVirirtiresist HEAT LOSS. GENERALLY, 1/2" OF INSULATION IS SUFFICIENT FOR PIPES LESS THAN 1" 1). PROVIDE HORIZONTAL BLOCKING AT 48" O.C. AND AS NEEDED FOR NAILERS. IN DIAMETER. CIRCULATION PUMPS MUST BEEQUIPPED WITH SHUTOFFS. 2). FIT CAVITY INSULATIONAROUND �.M.:�aF.,,� .� .-. r..- . ., ..._ . .� r"7":7177" 77,0:-;,,*',:.,'` �: CAREFULLY ARO HORIZONTAL BLOCKING. „ � � ,,... „�t�.., ,..,. ,: . ... ���:'-7"777.977717717704=r77 ) .. p ,.., rs,, 8ta, z t. !� ter• . ..�'-' .dn,,. - ..%`^,�G pv s y rp; r .e. ,. �)�:m .. a.. � :'�' _'-, . , `',$.l ,. ., m re .W -�+: P9°4+ .iuw ..,.« 1M. t, W. ". ' ' 4� .P, .r., .,.F,,.*ux, - .,.u.+ , ,ted- .,, ;r. ' .".�.,_, Ft ,:, �- "`� tea ;" ,z ', . x 7 .E- Ar4", j s: c ; 3). PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOP. BASEBOARD TRIM. �,�� ,�,� � �. � _ , . . `� �., „ .���s...�o.�.,..� N....:.�; ,„.,�.,.,.4.��ev.u:.rr ,�.i,>., .•..,.-�,�a��,F �.,�,a � �.�.;,,.-..,.�,. � a�a'�� � �.,� ,,,��`:1w� �:,.,,:,�aa ,:�..�:�F�, :ww,;.�,a,�„, �w? d,�x, : ;�,�. ,.. .�:; ,a TUB/SHOWER UNITS ON EXTERIOR WALLS: 4). TOENAIL INTERIOR PARTITION STUD TO TOP AND BOTTOM PLATES. Cormfance 2_4%Better Than Gide Alatmum K.37,3 Y r, ' PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT. THIS INCLUDES " " :. �.. Thiel . , H . .t� a i!- eta�I:. . I "... ,teL. :: °(;tea INSULATION AND VAPOR RETARDER AS WELL. CAVITY SEALING ON EXTERIOR WALL: ' `"t" SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS. ti,WEI WT 'd lin rezirdekt tti rtiettr a1 te ithiiik01464:11Zit .. ..° ..., HEATING, VENTILATION AND AIR-CONDITIONING (HVAC) EXTERIOR CANTILEVER FLOOR WITH INTERIOR AIR SEALING: HEAT LOSS CALCULATIONS AND SYSTEM SIZING. ..'t„-�. .....:,.-,, :fi,.<t �,,.,r.....,,-..., ....:,.�.ft•... : .r > :.r....,. . -...,n. . . : 7,,,a 7 � ,._ :: x �,. T � ;..,..�k, ..,c.':z'v5{ � ''.�...�4 ' ; a ��: a1). SEAL ALL PENETRATIONS THROUGH THE BLOCKINGAND THE SUBFLOOR. � , `. ,^, :..E . ,... ,.:Mfi ',.,. ... ,„.y :„. ..,�, ,, :; � ',,41,, .>. ; sy. ...i.u. : � . ,,,�. �� , , 1„44,W7.4:'`,:,. �, --a � �: � , � v .:r : , ` , � ,sk ��,. s ,. 4 /)HEAT LOSS CALCULATIONS MUST BE DONE IN ACCORDANCE TO ECCCNYS 503.3.1. 2). SEAL SOFFIT AND BAND JOIST WELL ENOUGH TO PREVENT WINDWASHING. � _. � ' � ',�.f,/3,Fa w ;.� ,l ; ; _ � . ' ., . ;k, , ,� d wa.y ti� . ,� : `c,l, _;"kis fwf-,;* , � a ,�� k� a � �� C <,� � / ., . . , - . � , M : .. .a , � : ^L W- 3). SEAL SEAL SUBFLOOR JOISTS WITH HVAC SYSTEM EFFICIENCIES. 4 . SEAL INTERSECTION BETWEEN JOISTS AND WALL WITH SOLID BLOCKING. THE1G " rf ' , ` ; : ; I $ � . � , � � " THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN ? - �_ L, 1• . lii.:-. .A . . � . 4j�. . . . . , : m., s> ,y , .4,. . .� . _ ' , > ..: _ -.Aw �� :.. X' w , - � � Z O BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE. Q O 0 ECCCNYS 503.2. NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL rPHNOM O !useverU » . � . s 2110 0.0 28 > W MINIMUM EFFICIENCY STANDARDS. ATTACHED GARAGE: "., r, :All-Woola, iTruss, ? ' itts'i¢d Air 22, 3' o Q E- 1). IF LIVING SPACE ABOVE, SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE HVAC CONTROLS: CEILING WITH ADHESIVE. Far" -All-leNOod lei,: ; °is'!rO e r 37 30.0 0.0 W v CONTROLS MUST BE 1N ACCORDANCE WITH ECCCNYS503.3.2 AND 503.3.5. TEMPERATURE 2).SEAL GARAGE CEILING FRAMING AND DRYWALL TO KEEP OUTSIDE AIR FROM -. _ .' - . �� CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO 55 DEGREES OR LOWER i le ' Tt_.� ` ' " '.[ 0.0 75 PIPE AND DUCTS. (FOR HEATING) AND/OR 135 DEGREES (FOR COOLING). THERMOSTATS USED TO CONTROL 3). SEAL ALL PENETRATIONS THROUGH BLOCKING. ,r' t 1:Mod FI e ?t:Cs Pane s .1• . ALE. 80 0.330 HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE (OF AT 4). PROVIDE BOTH INTERIOR AND EXTERIOR AI BARRIER TO THOROUGHLY LEAST 5 DEGREES) WITHIN WHICH CALLS FOR HEATING AND COOLING ARE EITHER ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS.VirCICMC 2: !Matti �'fie" e Pane Q 39 0`• o i SUSPENDED OR REDUCED. SIMILARLY, HUMIDISTATS MUST HAVE THE CAPACITY TO PREVENT ENERGY CONSUMPTION (SUSPEND OPERATION) BETWEEN 30 AND 60% RELATIVE Winggiv 3: Wood,Frzne:DottSe Pane Wow.E: 18 o L 5 HUMIDITY, HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR DROPPED SOFFIT ON INTERIOR WALL: USE PLYWOOD, DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING, CAULK AT ' � 0 .,.a TEMPERATURE. TOP PLATES. • I � ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN '. .: d 0•:530 1D o VENTILATION IS NOT REQUIRED. WHEN THE SYSTEM IS SHUT DOWN, AUTOMATIC OR . . �, a, E GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. INTERIOR SOFFIT ON EXTERIOR WALL: , .,� '" Frame, ,�� .0 j. m, cu o 1). SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER. °` N ,E y 2). HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORE Windom(4. �} F .. a Pane 137azin 41 x M .) DUCTS AND PIPES: CO rn "' ° "" FRAMING INTERIOR SOFFITS OR UTILITY CHASES. r " , „, °- a DUCT AND PIPE INSULATION IS REQUIRED FOR ALL HVAC DUCTWORK AND PIPES IN - �. �' 12 .,�► Q x a 0.0 3). SEAL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE. a 1 Ca) f2 UNCONDITIONED SPACES, AS INDICATED IN ECCCNYS 503.3.3. FLEX DUCT MUST HAVE . '„ ,Glass 311 - z w �; R-VALUE LABELS ON THE OUTSIDE JACKET (ECCCNYS 102.5.3). KNEE WALL SUPPORTING ROOF: a o DUCTS AND PIPES IN UNCONDITIONED ATTICS, GARAGES, BASEMENTS AND CRAWLSPACES 1). SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE WALLS TO ging I°' cathedral aln� c) X44 D 0.0 c ° 6 I; MUST BE INSULATED. WHENEVER POSSIBLE, MECHANICALS ARE TO BE LOCATED INSIDE ,1 "0 m m PREVENT WIND WASHING. i . '. Fiat regi' cr" ' s �^^-a.. w THE INSULATED ENVELOPE OF THE HOUSE. ''° =" =� =� :~ v 2). IF RAFTERS ARE SUPPORTED BY WALL PLATE USE INSULATION BAFFLES. in U c ry IF HEATING DUCTS ARE INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE a\ R-14 RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING. BAFFLES ARE TO CONTINUE UP RAFTERS PAST THE KNEE WALL INTERSECTION. N 3). PROVIDE BLOCKING BETWEEN RAFTERS AND FLOOR JOISTS ABOVE EXTERIOR . ' W DUCT SEALING: INSUAlbl: -TE. G rp te it Tr : p . _d W . - de., C es 1 here snsr to bating p'ars , t7 s iother, ° 1i Z "ltd"� 4 11:ato L � J 1. � � flew N °" ' DUCT SEALING IS REQUIRED ON ALL LOW-PRESSURE DUCTWORK (ECCCNYS 503.3.4). ALL ` � a �' ., � � Comenation +i � - .requirements' r ply, r u 1 _iii s' 1 t :RES ..� li _ on PORTIONS OF STUD BAYS OR JOIST CAVITIES USED AS DUCTWORK MUST ALSO BE FULL LOFT: ;;� - F������"�� �� � �fi I." ; � � �� � d,°� mandatory s � SEALED. ALL CONNECTIONS AND SEAMS (EXCEPT LONGITUDINAL JOINTS THAT LOCK) INSULATION SHOULD BE FLUFFED TO ITS FULL THICKNESS, NOT COMPRESSED, AND MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC. NOT ROUNDED OR SCALLOPED AT EDGES. chemist ['mai 4 TAPES MEETING UL 181A MAY BE USED FOR RIGID FIBER DUCTS. TAPES MEETING FILL THE CAVITY: ces) h UL 181B MAY BE USED FOR IFLEX DUCTS. DUCT TAPE IS NOT ALLOWED FOR DUCT INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS, PLATES, SHEATHING U SEALING. AND DRYWALL. IN CEILING AND FLOORS, IT SHOULD BE IN CONTACT WITH THE DRYWALL a O OR SUBFLOOR, AND EXTEND ALL THE WAY TO JOISTS ON BOTH SIDES WITHOUT GAPS. Nana. ! Srratu,7e Dais "r"1"11 l WRITTEN MATERIALS: '� WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFTN CUT AROUND OBSTACLES: ['III WITH ALL HVAC AND WATER HEATING EQUIPMENT (ECCCNYS 102.3). A LABEL REFERENCE INSULATION SHOULD BE SPILT AROUND WIRES AND SMALL PIPES; CUT AROUND N TO SUCH MATERIAL IS ALSO ACCEPTABLE. ELECTRICAL BOXES, LARGER PIPES AND OTHER OBSTACLES; AND SPLIT OVER CROSS «' REDUCED MOISTURE: BRIDGING IN FLOORS. NEVER STUFF INSULATION TO GET IT TO FIT. Z t:Z '' EVERY BATHROOM IS TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS. G.C. TO CONFIRM THAT U THE FAN ACTUALLY WORKS; USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT DOCUMENTATION OF R-VALUES: 0 cn AS POSSIBLE. KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS, ESPECIALLY FACED OR UNPAGED FIBERGLASS BATTS, AND RIGID FOAM INSULATION MUST BE g INSTALLED SO THAT THE MARKINGS ARE VISIBLE TO THE BUILDING INSPECTOR. IF THERE ISA GAS RANGE. t 4 d� VENTILATION: ACCESS OPENINGS: MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHRAE STANDARD 62-2003 AND ATTIC HATCHES, SCUTTLES, PULLDOWN STAIRS, etc. MUST BE INSULATED TO THE SAME R-VALUE AS THE SURROUNDING AREA. Ir THE REQUIREMENTS CONTAINED INN (S CODES FOR DETERMINING MECHANICAL 1 *_„ �. VENTILATIONRATES. � .„,-,��.,o.�.�, .m,�„�,a. �,�.,,�„ .. .��,,�m.�� . . ,� .m:o,�... .�..,n,..arkM w�uO•��� ,�. �. r. . d �.„,.PV, \ 1�, CATHEDRAL CEILINGS: fi �' '. Report M " " KITCHEN EXHAUST FANS SMALL HAVE A MINIMUM VENTILATION RATE OF 100 CFM „ _ INTERMITTENT OF 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE 1). PROVIDE 1" CHANNEL FOR AIR FLOW ABOVE INSULATION, UNDER ROOF SHEATHING. filename: C. es � 'g s A o r E e;. i Page 1 2). PROVIDE BLOCKING BETWEEN RAFTERS OVER WALL PLATE. .;);: j-:,: ,1;1!,.:„.; ;� A\ DRAWN: MH/MS fjr ':;1,.' I SCALE: NTS f fi ` 1`" I: JOB#: ` i September 27,2013 °> ; SHEET NUMBER: : : 4721. r' PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETNu I WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL$E RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS Wit, {s'''- MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK, DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOIR TO THE COMMENCEMENT OR CONTINUATION OF WORK- ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 2 �''''� KING STUDS ilil RAFTER -�} WALL STUD j1i ENDWALL CRIPPLE STUD •, BOTTOM PLATE '—•1 Nil RIDGE la' illIlO10k1 BATHTUB �`HEADER j r LEDGER t ''�� DOUBLE JOIST a I��I Ill i 11 ► ► w 0 �, r SDE ALL h ` i 11 I 11111 I!I' ' RAFTER 3 I� JACK STUDS r FLOOR USP NUMBER DESCRIPTION APPLICATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS (I r 1ST. A,DS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS r BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USE' NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HIOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOF' C STRAPW 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20ga. APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER JOIST DIRECTION WITH2 JOISTS. UNDERALL. ANCHOR PLATES OF 1ST. FLOOR, CONNECT THROUGH 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR 01ST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ©24"OC 44 WALL STUD --r"`;- • r/] / � THROUGH-ROOF EXHAUST a // •' VENTS SELECTED AND - \` LOCATED BY CONTRACTOR H METAL STRAP --�-i •-- H W ®°.'��"'���1,,�' CRICKET AT TOP-SIDE OF VENTILATION CHANNEL �� Q CHIMNEY ` A5 REQUIRED ' Z RIM BOARD 0 • RAFTER 'J O •SILL PLATE(S) : _ - r /WALL SHEATHING RAFTERS MAINTAINk U 114:1 H VENTILATION WOOD JOIST 4 1 1 6 I ' " ' ` , SIDEWALL FLASHING BLOCKING ill 141%1' cn rx FOUNDATION — - Q , - ^ TOP PLATE -0, ' the. 01) .� ` cHV FINISH WALL AND MOISTURE _ I, ,`k:;� fi — 2x4 LEDGER BLOCKINGCA � �I Z 00004 STAPF�ING TO BE ATTACHED TO WALL STUDS X48"OC BARRIER TO LAP FLASHING W ` ► . I 2x4 SOFFIT JOIST . . O AHD ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP , / ATTIC SHALL BE PROVIDED WITH A ~ FASCIA U BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA �" ' GUTTER ' FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION \ ► ROOFING TO AVOID SOAKING WALL STUD 11 NOT LESS THAN 1/150 OF THE AREA OF I� h tI, INSTALL 4'O" O.C. � .' THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER �`�I '4,+ ;, ``I ry 4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS '� �,`t RESISTANT METALED MESHHWITHRROSON'- ON TIN. SCREENED VENT rr�4 Ir �'`� ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. I CONTIN. SOFFIT / EXT. PLYWOOD F FLASHING TO FORM CHANNEL INSTALL 4'0" O.C, • LOCATION USP NUMBER DESCRIPTION APPLICATION - SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18 a. STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR / 9 r GAP TO PREVENT CAPILLARY 4" - 6" RAFTER RT10 10-3/�" x 18ga. TYDOWN ANCHOR CONNECT TO ON ALL OPENINGS / ,�`„ • ACTION EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL • • +' CONNECT TO - ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" :. I I �� / 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR SOFFITED EAVE DETAIL • • ,'� KEEP ROOFING NAILS OUT EACH RAFTER / • .. OF FLASHING FLOOR 0•.. F' / ROOFING LAPS BASE ' FLASHING 4 INCHES 114111111 / BASE FLASHING WRAPS CORNERS, RAFTERRIDGE CAP OF SAME / / EXTENDS UNDER SHINGLES AT /� MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS ' NAILED TO SHEATHING CA W Q SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT O >• 0 ‘ i 4 41: •. . ____, tY IWOOD JOIST f Q Q 1 . ' i a...," .../' CI TOP PLATE / 11��1, O GIRDER/HEADER I �I ;S I Q '� U SIDE WALL FLASHING � ? ��� O � Q � •• • I I • ��', d / \ / \\\\ WOOD JOIST W W 1J �I I• I••R •PI METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD �� GSC AND RAKES -- PROVIDE HEMMED EDGES SO FLOOR JOIST DEPTH USP NUMB ER DESC RIPTION APPLIC ATIONAS TO FORM DRAINAGE CHANNELS AND RAFTERS AIL INSTALL • • PREVENT CAPILLARY ACTION • .. I JAC K STUDSLOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TOA FLUSH HEADER -0 BE SUPPORTED WITH • CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE • RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE THE PROPER STEEL CONNECTOR. INSTALL 4'0" , CONFORM TO SLOPE IF ABLE, SET FIR JOISTS APROX, 1/2" HIGHER THAN LVL HEADERS i 16ga. STRAP • AND JAC K STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBI_. SILL PLATE • \\ TERMITE SHIELD �� \(..-.C___.-.).„:: I o ���� ; ,_ SUB FLOOR N a 5 SILL GASKET A , WOOD JOISTS m moi+ o ' ' I X S. G V • NEOPRENE u� • • FOUNDATION CONC SLAB I 0.-=--.1004\r GASKET + o 1,2 `'a - '-' v V • 2x6 /2x8 CONTINUOUS WOOD PLATE f4 as v . \ s I BOLTED TO STEEL BEAM WITH C x �) cj � } POLYDAMPP••• •R 1.• L\ ry ~ 1/2 " DIA. BOLTS ® 48" o.c. STAG. z u' v STEE_ COLUMN GR6ANULLAR FILL '• !+ I ' ' ' n `• < ° 4 ° 4 • �. o .° e• L ROOF JACK • ,`� o ;; / CONC. SLAB ',oh"'. �:;+. r 1 'p _ fl \ { • �•�'�t ' j%G�t { ik s=ffP 4''�;010 - v 1111111V / I \ STEEL BEAM COMPACT FILL 'tiff ' ? �? '� ID F �` 4" x 1/4" x 8" STEEL 4 p L '• �• n ROOFING LAPS . TOP AND BOTTOM PLATE � U cin ° ° FLASHING AT • WITH 1/2" x 6" ANCHOR BOLT •c� 'n FOOTINGKEYWAY CONC. FTC. ►0'p • Q'p C p' SIDES AND TOP ` U SE WITH 3x3 SQUARE WASHERS `� 1/2" GROUT cc cc 41 +, ^ 1' , : 4 ANCHOR BOLT CONNEC TION (USP LEI PS58 OR B P583) • 4!1 ° •RFOUNDATION 5/8" DIA. ANCHOR BOLT I I 1 "'11 3" STEEL COLUMN G I. , ANCHOR BOLT CONNECTION _ 1 i • SUPPORTING _ MAXIMUM SPACING FLASHING LAPS _ i ( 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM 1 STORY 72" OC * .-• (CRAWL SPACE OR FOUNDATION) _ F - TYPIC AL APPLY PILASTERS SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL CONC FOUND • MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. (CRAWL SPACE OR FOUNDATION) 2 STORIES 36" OC STEEL / BOTTOM BEARING WHERE NEEDED •R WALL BOTTOM PLATE TO . or I kIOL0 �� 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL U cn -rizi cn CD I I ,� SUB FLOOR yy�� ', • I I DOOR FRAME I� 'I 4 • , • DOORWWM GE I 0 rq JOIST 4 41110 USE 2X8 STEEL BEAM �" I FOR BLOC KOUT .® i ': 4" SLAB P.T. PLATE W/ 6X6 WMM \ I I SLOPE r ' ` � , 4"DRIVEWAY —. . NOTCH JOIST AND ADJUST HEIGHT U 1/2" AIRS ACE < i < 8 ° 7 1 2" , (WITH A NAILING PLATE IF NEEDED) �a' AT END AND • �� ��. " •,p ° p A :• °". n " TO B E APROX. 1/2" OR HIGHER THAN 14 C• : IES OF WOOD ••►=:•� ��,I• p + ° ° STEEL BEAM TO ALLOW FOR SHRINKAGE ce• 4 t.2••L\ BEAMS •11: o�lemow ' c: •• D D• A •'a •a '° 4i..0�rip% ,dir 1.7.748e e . �• _11 _� _1 e a e M..7 •_ (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) ill 'it 4 a 4 c I 11=111 1 X11 ° • 4 8 • ° ° ' N.: '1'44°1. !i�, 6X6 W.W.M. 141.4 —S " - - • - - �,e - c• e -�� _III D O 'p — =�-F eill Co , k 1:, k its,,,. . n 4/'q 4 4't 4 /;'F Q NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM f • p A 1 4 ° e .+ 1D 1 111111 SUB FLOOR •• •R NOTCH EQUALS 1/4 DEPTH OF BEAM 11F_ G • e II e (16.A.'' e.D II—II IL_ _ ,I JOIST 4 L` -41 REINFORCING BAR ei.° TEl 4 s' o �y- �.�j, I' a d:11.-----------, SHEET METAL 30 FELT UNDER BEAM AT POINT I I 4 i '/s d° �e e v =' *,•k;- 1 / # 1 Ii n_ II u STEEL BEAM.41 •'°,.. , ��.:. • OF CONTACT WITH CONIC RETE OR CONC. BLOCK Ti_nl JII_I I—I� 4. •:., C' 'o• 6. 3" PLATE (BOLTED TO BEAM)r<. Yfi . %'?'•.,•0.`• • • • FOUNDATION. •- •- THICKEN SLAB S B ENEATH BEARING WALLS AND COLUMNS. ° a^ SHIMS TO LEVEL BEAM p � A y'' • ; H' ^Fs.�} TYPIC AL C a Y:S REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. •', / ' - q. `Al• DRAWN: MH/MS 3" MINIMUM BEARING SUIRFACE FOR WOOD BEAM t `,, GARAGE DOOR BLOCKOUT D'"'''y •, • P (: SCALE: NTS , BEAM POCKET , � ' , ._-j 4 3013#: <,, a.,. —'' September 27,2013 +r .. ;., SHEET NUMBER: F PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE C0IMMEPJCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETINGWITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS Ii II ® MANUFACTURtER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK, DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: 2wall DETAiLS Plate nail-16d(3-1/2") wall at 16" Plate nail-16d(3-1/2") ALLOWABLE HOLES - TJI Joists box at 16"on-center* ,/on-center box at 12"on-center INTERMEDIATE BEARING � Floor panel nail-Sd NO LOAD BEARING WALL ABOVE l��V°-1 Load bearing or shear wall %� loor panel nail-8d(2-1-2") 2-1/2")common at 6" Aton7ecut holes 1-1/2"hole may be - (�� • common at 6"on-center* above(must stack over wall See Table B See Table A . i on-center Web stiffeners !n hatched See Table cut anywhere in (' (' below) ✓ zones A See Tableside hatched zone DO NOT • required each side Load fromr i // Blockiin Blocking panels /// or 1-1/4" / 1-1/4"Trus II /% g at B3W 1 above ` g 1 jllocking • � Trus Joist Joist rim `� •anel may be required with I' O I�^ ❑ O O ;I / cur or notch flange. II (' r I/ 2x4 minimum shear walls above or `r' — 6 6" jf( r panel /// • rim board° / board --"ft, .� squash ` below-see detail B1 •INA 1-1/ ' 1-1 2 x D 1 D1 1-2 2''1-2 JCL I� �IL �!' oe nail-10d(3") �� I 12„ 117 oe nail lOd(3") ����' �� blocks �II�� 6" (zppresmau m,nlmum 6' 6" 414- Pi" \ � Ibox at „ box at 6 / 1 , hale:except { I� on cen er* I� mm. on-center ` 1'� II'u��) knockouts) Do not cut holes larger than � • l� I '/ 7.7/1"In cantilever \ ' �`. / Remove tongue and groove 81 B1 `, i�, 1/16" ® . ,/7�\, Table A - End Support DO NOT ./ from floorpanel edges n. nailing .: ( cut ho%sin meat.ever /� g Bou ary a g I� 1 III Ii Minimum distance from edge of hole to inside face of nearest end support reinforcement, 10 'NO supported by1"e-Rim®to ( ) ��% 14 PP PP -8d 2-1/2" Web stiffeners \� 1 2x4 minimum (!1 stall proper blocking I� 1 squash DEPTH TJI ROUND HOLE SiZE SQ JARE OR RECTANGULAR HOLE SIZE ensure quality nailing. common at 4" required each • I� 1 TJI rim to support all panel 3"blocks 2" 4" 6-1/2" 8-1/2' 11" 13" 2" 3" 4• 6-1/2" 8-1/2 11" 13" *Conventional construction code minimum for * on-center side at 81W and joist se with A3 only.See Trus Joist Framers edges 62W cii: Use 2x4 minimum squash no r-o^ r-6^ z-0" s-o" r-o" r-6" 2-6" a-6"Must have 1-3/4"minlmum A33.2 �'ocket Guide forA3.1-A3.3 installation 32} ''See Trus Joist Framer's Pocket Guide for B2 I B2 83 CS blocks to transfer load 9-1/2" 210 r-0" 1-6" z'-o" s'-0^ r-0" z'•o z'-6^ s'-o" around TJIjoist 230 1,0" z'-o" 2-6^ 5-6^ joist bearing at ends specifications. additional installation specifications. 360 r-6" 2,0" 3'0" 6'-0" 110 1'-0" 1'-0" 1-0" 2'-6" 5-0" l'43" 1,0" 1,6" 4,6" 6,0" , 210 1'0" 1'-0" 1'-0"• 2'-6" 5'-6" TJiIijoist8"diameter maximum hole Nail Trus Joist rim 6-0" of11-7/8" 230 1'-O" 1'-0" 1,_0" 3'-0" 6'-0„ board to blocking Attach reinforcement 360 1-0" 1'-0" 1'-6" 4'-6" 7-0" r-0" 1'-0" 2'-6" 6-6" 7-6" 4'-0"length of 8"diameter maximum hole reinforcement and for 11-7/8"-16"deep 560 r-0" r•o^ r-6^ s'-0°• 3'-°" filler block. Use blockingpanels;6" with connections to joist with one 8d 110 r-o" 1'-0" 1-0" 1'•0" 2'-6" 5'•0° 3/4"infor l cking-an16deep P Nail through 2x_,wood backer z1° '-o" 1.0" r-0" DO" 3'-0" 6.0" r-0^ r-°" r-0 a'-0° 6'-s^ s'•6^ Web stiffeners 8"diameter maximum hole64'-0"length with diameter maximum for equivalent to (2-1/2")common nail at reinforcement blocking panels;for decking schedule each corner and 14" 230 r-0" 1•0^ r-o^ 1-6" 3'-6" s-6" required each for 11-7/8"-20"deep on one side at9-1/2"and 11-7/8" blocking panels 9-1/2"deep diameter maximum Trus Joist Attach reinforcement TJI oist web with 2 rows 10d 360 r-0" 1'-0" 1'-0" 2'-6" s'-6" e'-o^ side at E1W blocking panels;6" E2,both sides TJI or shorter than 12"lon j 560 r-0" r.o^ r-o^ r-6" 6'-0^ 9'•0^ rTl blocking panels 9 1/2'deep joists. g rim board Blocking panel between Blockinw diameter maximum for at E3o not cut flanges. to joist with one 8d g (3")common nails at 6" or shorter than 12"long. g ach joist.Nail to top panel 210 r-0^ r-0" r-o^ r-o" r-6" 3'-6^ 6'-0" r-o^ r-o^ r-o 2'6" 6-6^ e'-0° 10'6" .locking panels 9-1/2"deep (2-1/2")common nail at �I' /gm-center,clinched.Use 230 r-o^ r-o" r-o" r-n^ r-o 4'-0" e6" r-o^ 10" r-o^ 3'-0" 7-0" 9'•0" n'-°^ • r. not cut flanges. plate with connections `�` 16d (3-1/2") 76^ each corner or shorter than 12 long. nails with 360 r-o^ r-0^ r-o° 1'•0^ 3'-0 6-0^ 9'-0^ r-o" r•0" r-o" a'-°" 9'-0^ 10'-0" 1r-6" \ Trus Joist equivalent to decking � \ g \ It rim board 12"length ofschedule. MI''`� `rgewJidths. 4 r-° 1-0" h-o" 3 0 6-6" to o" r°" 7-°" 1 0„ 5-°„ 1°-°" 77-°„ tz o"\LDo not cut flan es. / / j st 560 r-o" a /I`' � Joist rimboard `� \ I /�` .,. *'1610411/ 12 len length of " 360 P-0" 6" 8" 10" 125- 15" 17" 4" 6" 8" 10" 12" 15" 77" . !I / �•' i- ttach %I3/4 " g • \ 16 r-0" r-0" 7-0" s-o" 10.0^ r-o^ 1-a' s'-0" ar-0^ n'-0 13.6^ ® •<'--Ic� �' � �'� I ,,� 11reinforcement t0 \ 011 reinforcement011 3/4 560li-0" 1 0" 1'0" 1'0 5'0" 11'°" 1-0" 1'-6" 6'b" 71 0" 12'0" ta'6" H/`� ` ,� ttach reinforcement Ilift - ` joist web with 3 on one side at reinforcement ( ,� 2D" 360 -0n P-0 i'•0" r-0" z'0^ 7'-0" 0'-6^ 1'-a' 1'•0^ z'-6" s'-o^ t1'6° 1a'-0^ ts'-6^ r����/ W^Trus Joist rim / / 560 7-0 0 1'-0' =0" 1'-0" T-0" 11'-0" T-0" 1'-0" 4'0" 9'-6" 12'-6' 14'•6" IS'-6"j 4, to joist with 8d(2-1/2") �' rows 10d(3") � E5,both sides on one side at I� �✓ board v common nails at 6"on- I �% common nails at 6" I0 at E6 11 Wood I ,ds z I� I� �• I� E7,both sides backer a Table B - Intermediate or Cantilever Support 0" center.When �' on-center,clinched. at E8 5 •sem 'c 0 ' -I <<N• reinforcing both ti v� Use 2 rows with 9-1/2" /' / t��e a� `\eae ,a--m Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support �T� Face grain a� g ��� and 11-7/8" Less than Less than 1�i2<s\ ,ec cad{sc<`\c, DEPTH Tn ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE w U horizontal sides,stagger nails. a 5" 5,. ar cb X40 \-Il TJI joists. E5 E6 E7 EB Fl u \e<``i' Jur Or 2" 3" 4" 6-1/2" 8-1/2 11' 13" 2" 3" 4^ 6-1/2" 8-112 11" 13"El El E2 E3 E4 Not for use with 3-1/2"TJI 110 1'-6" 2'•6" 3'-0" 7-6" 1'-6" F-y 210 2'-0" 2'-6" 3'-6" 7-6" 2'•0" 3'0", 4'0" T 0" O H Joist flange widths 230 2,-6" 3,-0„ 4,0" 8'-0" 2'-6" 3'-D" 4'-6" T•6" arra �j 360 3'-0" 4'-0" 5'-6" 9'-0" 3-0" 4-6" s'-6" 8'-0" W Z Filler block Attach vo r-0" 1'-0" 1'•6" 4'-0" 8'-0" with ten lOd(3")box WEB STIFFENER ATTACHMENT 210 r-o" 1.0"• z'-0" 4'-6^ 9w1'-0" 1'-6" 2'-6" 6-6" 9-0" " 1-0" 2'-0" 3'•0" 7'-6" 10-0" - O U nails,clinched.Use ten (Jap: 11.7/6" 230 1'0" 2-0" 2•6" 5-0" 9'-6^ 1'-0" 2'-6" 3'-6" 8'-0" 10'-0" - J EXTERIOR DECK ATTACHMENT 360 z'-o" 3'-n^ a'-0" 7'-O" n'-a" 2,0" 3'6" 5,0" 9'-6" n '-0" rr..�t/�' 16d(3-1/2")box nails from Option#1: 1-1/8'minimum 560 1'-6" 3'-0" 4'-6" 8'-0" 72'-0" 3'-0" 4'-6" 6'-0" 10'-6" 12'-0" each side with 3-1/2" Structural exterior Ap7plysubflooradhesive to al/ TJI Joist blocking with end 2-3/4"maximum 110 r-o" r-o" r-0" 2'-0" a'-6" a'-o" r.o" r-o^ r-o" s'-o" 9'-0^ 12-0^, Web stiffeners TJI joist flange widths. sheathing contact surfaces • •cks installed at 1/3 joist 11#2'r■I■ 210 r-o" r-°^ r-o" r-6° s'-o" 9'-0" r-o" 1,0" 1,0" 6-0" i90" 12-6" required if sides of Use fifteen nails with span locations using 14" 230 1'-0" 1'-°" 1'-0" 3'-0" 5'-6" 10'-0" 1'-0" 1'-0" 2'-6" 6'-0" 10'-6" 73'-0" ` q Backer block I g 'I' Three 8d (2-1/2")box nails. Flashing ino Sd(2-1/2") clinched 360 1-0" 1.0" 2'-0" 5'-6" 8'-6" 12'-6• 1'-0" 2,-0" 4,-0" 9'-0" 12'0" 14'0•' hanger do not laterally TJI joist depths Install tight to top Bearing plate: 560 r-0" r-o^ r-6" s'6" 9'-6" 13'-6° r-o^ 3'-0" s'-°^ 10'-0 13'•6" 15'-0^ + support at least 3/8" greater than 16". flange(tight to Flush late with inside a� box nails or (3-1/2") of TJI topg ( g P Treated 2x_ \Niii„.' ops\5� a� ���� 2-1/2"screws, Three 16d box nails 210 1-0" 1.0" 1-0" 1'-0" 3'-0" 5-6" 9'-6" joist bottom flange with face of wall or beam } 'I' at 3-1/2"TJljoist flange widths 230 r-o^ r-o" r-o" r-6' a'-o^ 6'-6" 10'-6^ r-o^ r-o" r-o^ 5-0" 10'-6" 13'-0^ is-o" 41111110 . flange face mount + ledger � \I3 g F � '�/ typical 11#2 16"\ / . I �i ■I■ 360 P_0" 1'-0" 1'-0" 3,-0" 6'-6" 10-0" 13,6" 1'-0" 1'-0" 2,-0" 7,-6" 13'-0" 14,-6" 17-0" / angers).Attach , ` ' I '" .�I I! Y Web stiffener each 350 r-o^ 1.0' r-o" z'-6^ 7'•0" IP-o" Is-o" no" r-o^ 3'-6" 9'-0" 14'-6" 16'-0^ ta'-o^ See fastener Trus Joist ''''''''.7' /'/ I + ` with ten 1Dd(3") • ` -` Option#2: I ty/ side.See sizes 4" 6" 8" 10" 12" 15" 17" 4" 6" 8" 10" 12" 15" 17" Top ��I~ box nails,clinched / table below.Maintain from �� rim board 2x_strapping installed �=; below. 360 1'-0" 1'-0" 3'-0" 6-0" 9'-0" 16'•0" 1'-0" 4'-0" 9'-0" 14'6" t6'-6" 19'-6" / �� 2"distance(minimum) la^ 1 when possible. }} I' at 1/3 joist span Tight fit 560 1,0" r-a^ z'-o° s-o to'-o^ 16'-6" 1'-0^ 6'0^ n'-6" 16'-6^ 1s'-o^ za-° flange `t Ni edge of ledger to fastener. hanger ''/ I�./ /; /�� • `. locations using two 20" 360 1'0" 1'0" 11.0„ 3.0' 6,0^ 11',0" 151 6" 1-0", 1-6" T-0" 12'-6" 16.6" 19'-0" 21'-0" Backer block �� �# 2-1/2"screws per joist W Web Stiffener Size W Web Stiffener Size560 1-0 1-° 1-0 1-6 5-6 12-0 16-o 1-0"- 3'-0' a'-6" 1a'-0" n'-6' 19'-6" 20'-6" Face mount �. Allowable Load/Factored Resistance(lbs) �/ tion#3: 1-1/2" 1/2" 7/8" Rectangular holes based on measurement of longest side. both sides Fastener I� P x 2-5/16"min 2-5/16" x 2-5/16"min hanger 1-3/4"rim board 1"a-Rim" directly applied ceiling Holes may be located vertically anywhere within the web.Leave 1/8"of web(minimum)at top and bottom of hole. of web with 3/8"lag bol 400/630 N.A./N.A. 1-3/4" 5/8"x 2-5/16"min 2-1/2" 1"x 2-5/16"minimum Knockouts are located in web at approximately 12"on-center;they do not affect hole single TJI 1/2"lag bolt 475/750 325/N.A. ..Corrosion-resistant specified on the layout, one or more of placement. H2 joist 1 13 LA •Allowable load determined in accordance with AC 724. JPB 7e three bracing options shown 1Lmustl/be installed 2-1/16" 3/4"x 2-5/16"min 3-1/2" 2x4 a For simple span(5'minimum)uniformly loaded joists meeting the requirements of current Trus Joist product guides,one H1 oaten-resistant fasteners required for wet-service appl maximum size round hole may be located at the center of the joist span provided no other holes occur in the joist. i••-, a Distances are based on the maximum uniform loads shown in current Trus Joist product guides.For other load conditions or hole configurations contact your Trus Joist representative. CA;:3 W - ✓- BEAM and COLUMN DETAILS - ALLOWABLE HOLES - Beams and Headers p r� BEARING FOR DOOR OR BEAM TO BEAM BEARING AT CONCRETE .2't 2x diameter of the largest hole(minimum) Q BEARING AT WALL WiNDOW HEADER CONNECTION WALL '�–'� Stn :0_".. V'r, Joist F Ca m l n 1/3 depth O Allowed hole . Q O ° o O zone ° 0 %1 W V Trus Joist rim board Strap per code if 0 1/3 depth o o Cut only round holes and only Q U C~ or blocking for top plate is not Blocking in the center of beam. lateral support continuous over panel Safety bracing(1x4 I I ROUND HOLE CHART r� \C W U� PP �� minimum)at 6'on-center and 1/3 span Allowed hole zone 1/3 span \,mss/ header ° Ei extended to a braced end BEAM DEPTH MAXIMUM ROUND `/ Silent Floor joist framing �_ / i wall. :Py-FNRicitIoHOLE SIZE/ / 11111V / Fastenateachjoist with uniformly loaded beams only. 4-3/8" 1„4 1, Ii �� does not require bridging � °sd(z.in")nailsminimum 5-1/z" 1.3/4°see WARNING.♦s �4/ or mid span blocking ' *,•I% ( ) angularholesarenotallowed.III 41i / /II \ 7.1/4"to 20" 2"11 ITop flange II j�/ IIP \ / ♦ No holes in cantilevers. See illustration far Allowed Hole zone .� 110\/ '; 1I hanger ii �i� , ` les in headersor beams in plank orientation. I 1� I Face mount or hanger DO NOT bevel cut Joist Al �� ,, Parallam®PSL beyond inside face of I Rim board joint i Timber5trand® See current Trus Joist "rated untreated wood from direct contact wag E2 ��� ` * /` between joists \` TJI JOIST ATTACHMENT at BEARING Ll 1-2 1-3 O ..... , ',, LSL Column O literature for framing �wlth concrete ` A3 TJi Joist to Bearing Plate Squash Blocks to TJI Joist(Load O 4 ``.�, connectors ` O �1wi Trus Joist rim board bearing wall above) ate/� ` `ice O w'�►/ /� ` ��- Q One 10d(3")box Seat cuts must be within nail into each flange r�-t +, OF MULTIPLE PIECES OF N ar CONNECTION 1111111:::h TOP-LOADED\I BEAMS(1) s���'�� �� wall- One ed(il eacho. box nail each / M rBEARING AT COLUMN l side.Drive nails n G o" TJI rim oist � - I� • X -u V1-3/4 Width Pieces: at an angle atUN } 1 . , o Lr) r^1 ^E aJMinimum of 3 rows i0d(3"x D.128")nails at 12"o.e. , II� ® TrusJoist least 1-1/z"from / paca, m o/ , / rimbardend. 1-3/e"msupport bearingI� r� 0uO � \ ' at end support;3-1/2" ' X O FaMinimum of 4 rows lOd 3"X 0.128 nails at ELEVATED COLUMNminimum at intermediate Verify Parallalm PSL or ( ) \ ,,r ` TimberSttrand LSL 12"o.c.for 14"and deeper beams BEAM ON COLUMN COLUMN BASE BASE O / � a �' support V �� / 4 Ll Shear transfer:Connectionsequivalent to " I0 'rt in CD E column if using 12d (3-1/4")or larger nails,the CAP ^ � •�',' � '� , eJ oil capacity and beam number of nailing rows may be reduced �� �. Optional ♦�� ® V floorpaneIna/Iingschedu/e .7,..3. o t.i ,�len th. non-shrink vbearing g y 4,1 -41414:1>1% I k.b one. Sae current lt' �\, grout �` ^ ', ' Rim to TJI Joistrus 3 1/2"WidthPieces: I ,` , y�= 1 +/' Trus Joist rim board or .:-. 'literature.Olt `G LS ` r 1-3/4"wide TJI rim O i Minimum of 2 rows 1/2 bolts �� I�) O 11 ' �I3-1/2"wide TJI rim - •. at 24"o.c"staggered �l ♦ 9 )olstOne lad(3)box - I) rI II �r`, '�� ��' ill....RIMMIIIIIEkc101: nailintoeachflange Ol(1)Load must be appikd evenly across entire • joistToe nail with 10• TJI floor p0 .Dbeam width.Otherwise,use connections for side-loaded beams. O ' (3")box Halls,one each Joist N W/� 2-1/16"-2.5/16"wide side of TJI joist flangeT11 rim joistOne 16dButting Usce Blor B2at (3-i/2")box nail into each a P'-+ Additional nailing or bolting may be required with B4 )0ssts term ediate bearin s • flange LS 1-6 side-loaded multiple-member beams.Refer to current a P2 P3 '�,✓ O with blocking ` g / 3-1/2"wide O O panels " ith load bearing or shear TJI rim joist product literature. End of joists Top View at centerline wall from above ' �, of support , `_ ` \ 40. ' '111110* . • 4 Braced end wall BEAM ATTACHMENT at BEARING W FASTENING of FLOOR PANELS �/` see note 3 under Trus Joist rim board H 11 Closest On-Center Spacing per Row ` WARNING -(1) H1 ' ` Nail Size TJI Trus Joist rim board Timber5trand LSL '�\ 1-1/2"or wider Microllam LVL Parallam PSL 110 and 210 1230,360 and 560 1" 1-1/2" 4 • / One lad(std box p.154 �, nail each side of V member at bearing, O ad (2-1/2")box 2-1/2" 2" b" 4" O ` .` �� 1-1/2"minlmum from end Er) 8d(2-1/2")common 3.1/2" 2" 6" 4" 3" 3" 3" d O r i= 10d(3"),12d(3-1/4")box 3" 2" 6" 4" INSTALLATION TIPS 14 O II, Drive nails at an See framing plan(if11111 app//cab/eJ or framer's Pocket F? 4-1/2" 3" 6" 4" 4' 4" 4" 5ubfloor adhesive will improve floorperformance,but 11 li \ angle to minimize Guide for minimum end and Intermediate bearing SCJ 10d(3").12d(3-1/4")commap O \)01ixo xterior Deck NNW splitting of plate lengths. H 16d 3-1/2" common N.A. 4" 16" 6"P1 6"11 8" 6" may not be required, pJ Can be reduced to a"on-center with maximum nail penetration of 1.3/8"into the narrow edge. When joists are doubled at non-load bearingotte parallel O partitions,space joists apart the width of the wall CI ttaehment �"., ...�,// Recommended nailing is 12"on-center in field and 6"on-center along for plumbing or HVAC. d Structural F� sheathingedge.Nailing requirements on engineered drawings supersede Additional joist at plumbing drop(see detail). sheathing g \ O , for rim board or blocking. t=O DO NOT use sawn/umber recommendations. •w Nailing rows must be offset at least 1/2"and staggered. - O ` R 14 ga.staples may be substituted for 8d(2-1/2")nails if minimum penetration O Sawn lumber may shrink Y. WARN I N G of 1" into the TJI joist or rim board is achieved. Protect _""r after installation. ` �_ 0 V i� •r untreated wood d HOLES See LOWABLE , Joists are unstable until braced laterally �`'' A A �� A A from direct Farthest On-Center Spacing per Row i contact with O ® 1.,\,�-� 71://7C/6723-: \ - �� �yMaximum spacing of nails is:Far Joist widths 1-314"or less: 18"on-centerconcrete !F,pr joist widths greater than 1-3/4": 24"on-center J, 1s • eathing \�• mBoard DO NOT a/!owworkers to wa/k on . m Joist DO NOT stack building materials Ja N J,4 V .r.^- e. joists on unsheathed joists.Stack only FILLER and BACKER BLOCK SIZES Shifted joist dditional j until braced over beams or walls. TJI Flange Widths 1=3/4" 2-1/16" 2-5/16" 3-1/2" Plumbing drop plate Tft:ra ell/� ��,�' 1:► Bearingjoist to INJURY MAY RESULT. tl�a A Weyer aeuser Business WARNING NOTES: \1 be flush with inside ;, ,Depth 9-1/2"or 14" 9-1/2"or 14"or 5.1/2"or 14"or 19"or 11.7/8„ 14"or iS"or face of wall or Lack of concern for proper bracing during construction can result in serious accidents.Under normal conditions If the .. p 11-7/8"' 11-7/8" 16" 11-7/8" 16" 20" 16" 20" Squash blocks and blocking panels carry stacked txo t txts t 2x0 t ice+ 2x12+1/2". vertical loads(details Bl and B2)-Packing out the beam followingguidelines are observed,accidents will be avoided. Filler Block* Two Two Two web of a TJI joist(with web stiffeners is not a r°A 2x6 2x8 3/8" 3/8" 1/2" 1/2" sheathin J ) — (Detail H2) sheathing sheathingsheathingsheathingg 2x6 2x8 21112 q blocking panels. blocking. ''i Substitute fOY squash blocks or 1.All hangers,rim beards and rim foists at the end Supports of the'NI joists must be completely installed and properly nailed. ea'r•. _,,,, :;: ,;., Cantilever Filler 2x6 2x10 2x6+3/8" 2x10+3/8" 2x6+1/2" 2X10+1/2" 2.Lateral strength,like a braced end wall or an existing deck,must be established at the ends of the bay.This can also be - ''" "'' `• Not accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. L y : - ,:;-r` , (Detail E4) 4'-0" 6'-0" sheathing sheathing sheathing sheathing Not applicable DRAWN; MH MS applicablelong long 4'-0"long 6'-0"long 4'-0"IOng 6'-o"IOng 3.Safety bracing linea of 1x4(minimum)must be nai;ed to a braced end wall or sheathed area as in note 2 and to each joist.Without this V,• �,^"; r:: sk +" bracing,buckling sideways or rollover is highly probable under light construction loads-like a worker or one layer of unnailed sheathing, iii:::,:.'i:''.' ,:','..i.''''''''':'''', c Backer Block r ; :, SCALE: NTS 5/81"Or 3/4"or 4.Sheathing must be totally attached to each TJ1 joist before additional loads can be placed on the system. (Detail El 1"Net 2x6 2x8 2x12 ro3i/4" 7/8" or H2) •If necessary.increase filler and backer block height roc face mount hangers.Maintain]/8"gap at/op of jots$tee detail W.Filler and backer block lengths should 5.Ends of res must cantilevers require safety /thin a tolerance both the top and bottom ig flanges. ,. st z JOB#; 6.The flanges must remain straight within a of 1/2"from true alignment. S"' ( � � '' `s '� . : September 27,2013 accomodate rednaiingwith,wtspl'ttig171°minimum`orha`kerblocsand24'minibu fortillerblock''. This sheet is intended as a supplement to the Trus Joist Framer's Pocket Guide, which shoulld be referenced for additional information. $ t.=r . ;.:� ~ Je 1 pp SHEET NUMBER: N tf t'r!'a 1 'J C PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS t NM al W MANUFACTUR.ER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: WiND LOAD PATH CAND CONSTRUCTiON DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4"MAX. V �� 11111 KING STUD5 ft h15L11 CLIMATIC &GEOGRAPHIC DESIGN CRITERIA 4" DIA.MAXIMUMNISCRIPPLE STUD �,� GROUND WIND SEISMIC FROST WINTER ICESHIELDFLOOD `, RAFTER � E SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS LEDG R LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED / HEADER RIDGENVII �1 II i i 1.11 MODERATE SLIGHT TO - 45 LBS. 120 B SEVERE 3 FT. 11 NONE TO HEAVY MODERATE z JACK STUDS t 1 � RAFTER �nn .4r0t, M LLT..... RAFTER-TO-LEDGER CONNECTION n LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION DECK AND COVERED PORCH NOTES: RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. All fasteners, hangers and anchors to be galvinized or stainless steel. LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga. STRAP APPLY TO EACH JACK STUD 14 STAIR A11 111�1G ROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2).Girders for deck joists to be bolted or anchored to each post or pier with washers andnuts. Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2"dia x 7" long anchor bolt with washers and nuts. to )172 1-1/2"SPACE 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete 0 MINIMUM =� footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings ShallW L � be 3 ft.below grade. Q { RAFTER \\* ZHANDRAILS4). Deckjoiststohave blocking at 8'0 o.c.. QRAFTER ' 5). Flashingshall be installed between the buildingand ledger. Lapping upthe sheathing [� and over the ledger. Ledger to be fastened to buanchor boglt with 1/2"dia. bolts with washeU`� likl • 10ki POST and nuts at 16"o.c. O H 4 /•11410 z TOP PLATE ' 6).Concrete piers shall be a minimum 6"above grade. F� z TOP PLATE a O I 0117). All joists to be supported with hangers and anchors. Each Joist shall also be anchored OU BALUSTERS \ , � RIM/DECK JOIST ical buildin ^ 41 8}. Covered Roofs shall be assembled and anchored the same manner as a typ g F-� WALL STUD WALL STUD r40 to girder(s). OPEN BALUSTER ATTACHED TO WALL 9). Use s�mpson hangers and anchors with Z-MAX tripple protective coating or equa for any contact with ACQ. RAFTER TO PLATE/STUD CONNECTION HANDRAI CONNECT ON RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICJaTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH OF THE STAIRS. HANIDGRIP PORTION OF ALL HANDRAILS RAFTER/PLATE RT15 TYDOWN ANCHORRAFTER TO PLATE POST TO DECK CONNECTION NAILING SCHEDULE SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2" IN 4" CONNECT TO 6"RAFTER RTiO 10 3/4"x 18ga.TYDOWN ANCHOR EACH RAFTER CONNECT OVER USE MIN. (2) 1/2"DIA. GALV. BOLTS WITH WASHERS AND NUTS CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALLPLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT TO PLATES TO EACH STUD ROOF SHEATHING: PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER JOINT DESCRIPTION NAIL NOTES QTY. SPACING STRUCTURAL PANEL 8d AS PER TABLE 3.8 WFCM-SBC 4"MAX. y�•• 4"DIA. MAXIMUM GIRDER/HEADER � , 0 le '„ ROOF FRAMING: GIRDER/HEADER o 0 JOINT DESCRIPTION NAILSPACING NAIL NOTES Q 0\ tt Q zoo 1 ¢ ' o RAFTER TO 8'WALL: 3-8d COMMON EACH POST/COLUMN TOE-NAIL W ✓ Z JOIST � f,„i- _._,..11' TOP PLATE 10'WALL:4 8d COMMOI` RAFTER Q '_' POST/COLUMN CEILING JOIST 8'WALL: 3-8d COMMON EACHTOE NAILQ o QM ' TO TOP PLATE 10'WALL:4 8d COMMON JOIST W U E� CEILING JOIST TO AS PER TABLE 3.7 EACH FAC U,.� n �y 0 R ' PARALLEL RAFTER WFCM-SBC LAP NAIL L! L J0 GIRDER/HEADE PER ii CEILING OVER PARITITON AS WFCM BSBC 7 EACH FACE NAIL POST-TO-GIRDER/HEADER CONNECTION COLLAR TIE AS PER TABLE 3.4 EACH FACE DESCRIPTION APPLICATION TO RAFTER WFCM-SBC END NAIL LOCATION USP NUMBERBLOCKING EACH TOE SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PB544/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN 2 8d COMMON DECK/PORCIH RAILING 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION TO RAFTER END NAIL LOCATION USP NUMBER DESCRIPTION APPLICATION HOLLOW COLUMN SIMPSON STRR1/2 H.C. ANCHOR APPLY TO EACH COLUMNRIM BOARD 2 16d COMMON EACH END USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS TO RAFTER END NAIL JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST 0 N m 0. t. O tio STUWALL FRAMING: NAt1 NAIL r x oi 4 4 , BEARING PLATE �� JOINT DESCRIPTION NOTES w GIRDER 3QTY. SPACING M'I�� TOP PLATE TO PER c.�6 0 °�' TOP PLATE 2 -16d COMMON FOOT FACE NAIL °111 .AS TOP PLATES AT JOINTS FACE m i"c " WOOD JOIST J ! >w •' INTERSECTIONS 4-16d COMMON EA. SIDE NAIL 40N, - STUD TO 24" FACE U °' 4litidi 4® '�) ) - 2 16d COMMONrn i�. ,>" STUDO.C. NAIL LEDGER 014111VIN1 ® II �1II '� CONCRETE PIER ;1 . ' GIRDER/HEADER t��I ® f' If I� HEADER TO 16d COMMON 16"O.C. FACE co N W WOOD JOIST �► - HEADER ALONG EDGES NAIL WOOD JOIST I 104114 ,I �� TOP OR BOTTOM 2 16d COMMON PER 2x4 STUDENDP' ' 1,i�� • PLATE TO STUD 3 16d COMMON PER 2x6 STUD NAIL ` BOTTOM PLATE TO: w _� DOUBLE 2x FLOOR JOIST, BAND JOIST, 2 16d COMMON FOOTPER FACE NAIL FLUSH JOISTS WITH HEADER/GIRDER � (MINIMUM) END JOIST OR BLOCKING iliviallCf) CEILING JOIST TO BLDG.CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH II FOR HEADER HEADER/GIRDER-TO-POST CONNECTION W THE PROPER STEEL CONNECTOR. I I OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION 0 'd LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS IF ABLE,SET FIR JOISTS APROX.1/4" HIGHER THAN LVL HEADERSICI TO ALLOW FOR SHRINKAGE. ROD II (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIER U REQUIRED - II (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIER 0 FOR STUCn DECK FRAMING: T4 � FLASHING TUCKED UNDER JOINT DESCRIPTION NAIL NAIL NOTES TOP PIECE OF SIDING AND -N QTY. SPACING N LAPPED OVER FIRST CONTIN. _ JOIST TO: PER TOE THREADED ROD StL1,TOP PLATE OR GIRDER 4-8d COMMON JOIST NAIL PIECE OF SIDING BELOW ♦ • BRIDGING EACH TOE d �P 0'I CNW COUPLER NUT TO JOIST 2 8d COMMON END NAIL 1/2"DIA. LAG BOLTS W/WASHERS -.�.�• ��� POST BLOCKING EACH TOE CONNECTED TO BLDG. @16"OC ', 2-8d COMMON r ' II ; sik MINIMUM TO JOIST END NAIL cit) cn �, WOOD JOIST END DISTANCE LOCKING TO: SILLS OR TOP LATE BOCK NAIL 3 -16d COMMON aTOE �=Ijj II �' LEDGER STRIP EACH FACE BLOCKING ,N414.4114011%41100 ` ( 3 16d COMMOI�6 PIC ��� o MINIM M r ° 4 V , TO BEAM JOIST NAIL •. • ro • 0 0 ENE) ' ANCE „y,fieiliiirli a• •, 12x12x12FLOOR FRAMING �,_ .�� • Z V w JOIST ON LEDGER PER TOE 1 2x JOISTS • . CONCRETE FOOTING .. 3L A �'i� ' ,op �•Q;. ,ice" ` A `^ TO BEAM 3-8d COMMON JOIST NAIL 6'\ .��'�l ilk ''� • ',•';: BAND JOIST PER END 0. '�] �� WOOD GIRDER el CI � °' •„ • TO JOIST 3 16d COMMON JOIST NAIL ' . �� BLOCKING FOR `6 • JOIST 41 HANGER �1 I BAND JOIST TO: 2-16d COMMON PER TOE NAIL ;' . LAG BOLTS 'A • p HOLLOW COLUMN UPLIFT '�� SILL OR TOP PLATE FOOT ' : - ;�''' `��.:'.�'':w , a SIMPSON STRONG TIE MODEL STRRI/2 RIM JOIST/BD. ° ' DECK POST FTG. CONNECTION 4 ° SPLICED JOISTS OVER HEADER/GIRDER INSTALL AS PER MANUFACTURE'S RECOMEND)ATIONS rn� e a� ::,'�r ''s.,•. , �..,•��" DRAWN: MH/M5 LOCATION USP NUMBER DESCRIPTION APPLICATION �i' '"i ^+1� � SCALE: NTS PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND `",44-4 + LL 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING ,` 'f M JOB#: USE WITH R710 TYDOWN ANCHORS 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING '' _Leif September#: 27,2013 DECK/PORCH LEDGER CONNECT101`1 ,. �" SHEETB#: NUMBER: 1 9 PAINTER CT PRIME AND PAINT ALL DOOR EDGES PE MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINCLEARANCES GS THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE.INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PIRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM REVISIONS: GENER.AL NOTES WIND FRAMING NOTES NAILING SCHEDULE NYS CODE: 2010 EDITION PLAN CONTENTS: 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL RESIDENTIAL DWELLING JOINT DESCRIPTION NOTES BUILDING USE When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH TOE NAIL BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-8d COMMON RAFTER 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACH TO TOP PLATE 10'WALL: 4-8d COMMON JOIST TOE NAiL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOiST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL CURRENT SBC HiGH WiND EDITION, WOOD FRAME CONSTRUCTION MANUAL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 _ 8d COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS _ 3). Dimensions shall take precedent over scaled drawings. RiM BOARD EACH END (LIVE LOADS PSF) ROOF (GROUND SNOW LOAD) 20 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING- . STAIRS responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under 40 W NAIL NAIL CAn construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION NOTES GAURDRAILS (ANY DIRECTION) 200 precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt QTY. SPACING EXPOSURE CATAGORY TOP PLATE TO PER FACE NAIL (DESIGNED FOR CAT.C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, 2 . 16d COMMON LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION O -' anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 p 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE Z 4 - 16d COMMON INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE Z 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE O or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMON EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE �T� U p PP STUD O.C. NAIL W attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION Sym.: 7). The General Contractor is Ito consult with the owner for all built-in items 1/2 inchgypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. atpanel HEADER TO 16" O.C. FACE SEE FLOOR PLANS H 16d COMMON (SMOKE &CO2 DETECTORS) ® such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL o v) in table 3.15a-b. TOP OR BOTTOM 2 -16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION C 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 -16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK O U 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 A--i 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING MODERATE SLIGHT TO 20 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE 4 - 8d COMMON concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shallwith table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOESEE NOTES: 1 ( BOTH FIELDS)3 - 16d COMMON INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. N q SILL OR TOP PLATE BLOCK NAIL NOTE: 2 FOR PANEL FIELD 6" maximum lifts (layers). along ored pen cep iling part of hebeam or sbuilding.lope n Connect onsnectors shall to the ridge e attached tand wall shall beo each l bee GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON 4" O.C. 8d COMMON 4" O.C. SEE NOTES: 1,3 > O Z g LEDGER STRIP EACH FACE @ @ 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOiST NAIL Q W 8x16 cast iron foundation vent for every 150 sq. ft. of area. DECK AND COVERED PORCH NOTES: JOIST ON LEDGER PER TOE NOTES �' ¢ o 0 3 - 8d COMMON 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST 3 PER END THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. o Q U N All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 16d COMMON JOIST NAIL Q M d the below grade portion of exterior walls prior to backfilling. 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, .e 4. U 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAiL the 4 foot perimeter edge zone attachments required shall be used. W 2- 16d COMMON Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: I FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF S H EATH I fq G: 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. NAIL NAIL For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION QTY SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAiL SPACING AT INTERMEDIATE SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES o 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAiL T JOINT DESCRIPTION N a, E otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY,. - SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) c' 0 where needed. 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. L GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS12" --r-n) m o Bearingwall headers to have (2) jack studs and (2) full length studs on each side of allWALLBOARD 10" O.0 O.C . FIELD INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ O.C. SEE NOTE: 3 g 6).Concrete piers shall be a minimum 6" above grade. openings. I.VL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: C) x o l:>~ wdx openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES c, openings between 4'1 and 6'O and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL H :m QTY,. SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable.. e a STRUCTURAL AS PER TABLE 3.9 ( co ,n • 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. 8d COMMON, 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5 5). All flush teams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC anchors when applicable to alll connecting joists. PLUMBING NOTES be used. v `� 7/16" OSB 3" O.C. EDGE N 6d COMMON 6). Double uploor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with o l� Floors to have eramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. WALLBOARD 5d COOLERS 10" O.C . FIELD on plans. 3 . For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-i4" thick miicrolams ( height to match floor joists) around stairwell and/o- 2). Verify septic system with the Engineer for Suffolk County Health Department approval. ) P g• g P other access open.g5 unless otherwise noted (typical). FLOOR SHEATHING: NOTE: (�'p ) 3). if wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL EgmiCONTRACTOR TO PROVIDE SOIL TEST TO VERIFY rj H provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION 8 . Dormers runnin;u roof are to be supported b double rafters on either side p q g p p Y QTY. SPACING where applicable unss Pp y state code and manufacture's recommendation for maximum hole size and spacing permitted. p ss otherwise noted. STRUCTURAL PANELS 6" O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 0 IC.i 8d COMMON 9). Provide blacking ridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists HVAC SYSTEM NOTES 1" OR LESS 12" O.C. FIELD 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. r 0 under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety N OTEIS, 3).INSTALL2).USE SIMPSO o2 DETECTOR IN ADDITION ANGERS AND ORSWITH SMOKE ALARMS PER FLOOR.PROTECTIVE COATING FOR CONTACT WITH ACQ. <4 requirements. ,:,‘IH 10). Provide insulation 'ffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF Eszti needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. ix c111 roofs and walls to have a minimum 1/2" thick, 4-ply Fir equipment supplier. 5.'� 11). Unless otherwise note p y 1). Nailing requirements are based on wall sheathing bcontractor to provid CDX exterior sheathing gra plywood. Plywood to cover over plates and headers. as required by current NYS Residential Code-FIREBLOCKING REQUIRED 3). HVAC sue final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If wall sheathing Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) CUn Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher and to form an effective fire barrier between stories,and between a top story and the roof space. 0 12). Unless otherwise noted , 3/4" thick T&G PTS Fir or Advantech plywood subfloor shear capacities, nailing requirements for structural Fireblocking shall be provided in wood-frame construction in the following locations. adhered with PL400 adhesivnd screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: members shall be doubled, or alternate connectors, 1). In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor 1' such over subfloor as per manufaetl instructions. h as shear plates, shall be used to maintain load path. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 "`i""' 1). All electrical to be installed as per N.Y.S. Residential Construction Code. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 13). All bathroom walls to have," thick moisture-resistant sheetrock. Garage walls and using parallel rows of studs or staggered studs. ceilin sand over furnace Ito hay „ 2).At a 2). When wall sheathing is continuous over connected • g /8 thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. n interconnections between concealed vertical and horizontal spaces such as occur at soffits, l'%,\, to have regular 1/2" sheetrock. Al members,the tabulated number of nails shall be permitteddrop ceilings and cove ceilin r g ills to be taped and finished. S to be reduced tol - 16d nail per foot. ceilings. ` ,k; N...)‘. 3).3). Install Smoke detectors and Carbon Monoxide detectors throughout as required by current . \I : � 14). All roof with a pitch {cess than , shall be installed with an Ice &Water barrier or N.Y.S. Residential Construction Code. 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces i :.r under stairs shall comply with current N.Y.S.Residential Code. A .xA died with a Fiberglas base sheet with an EPDM '• ' - ' approved equal. Flat roofs shall be 4).At openings around vents,pipes and ducts at ceilingand floor level,to resist the free passage of 'r. ' , torch down type material over. p P P g �,„• - DRAWN: MH/MS flame and products of combustion. : . SCALE: NTS 16 . All sill plates and wood in conta,th concrete to be pressure treated. Sill plates to 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. J! : JOB#: beinstalledwith a foam sill gasket any__ termite shield or approved equal. a September 27,2013 �- SHEET NUMBER: PAINTER 70 PRiME AND PAIN DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS ,;,, moo 1 0 MANUFACTURER'S WARRANT SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS.