The URL can be used to link to this page

Home My WebLink About40101-Z rynryf i, 013FFOt,Yio':, Town of Southold 4/20/2016 \ P.O.Box 1179 o # 53095 Main Rd y4j®1 0" Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38248 Date: 4/20/2016 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1250 Lupton Pt Rd,Mattituck SCTM#: 473889 Sec/Block/Lot: 115.-11-12 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/8/2015 pursuant to which Building Permit No. 40101 dated 9/18/2015 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: addition and"as built"raised patio addition to an existing one family dwelling as applied for per ZBA#6863, dated 6/18/2015. The certificate is issued to Flaherty,Kevin&Flaherty,Paula. of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40101 4/5/2016 PLUMBERS CERTIFICATION DATED 4/18/2016 Brad Piecuch i t rite Si�e *'`g11fED(,Y TOWN OF SOUTHOLD ‘0 4:9 BUILDING DEPARTMENT - TOWN CLERK'S OFFICE I co 4 SOUTHOLD, NY 44.th , 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#: 40101 Date: 9/18/2015 Permission is hereby granted to: • Flaherty, Kevin & Flaherty, Paula 525 E 86th St Apt 15B New York, NY 10028 To: Construct addition and "as-built" above-grade patio addition to the existing single-family dwelling as applied for, as per Trustees and ZBA. Additional certification may be required. At premises located at: 1250 Lupton Pt Rd, Mattituck SCTM # 473889 Sec/Block/Lot# 115.-11-12 Pursuant to application dated 9/8/2015 and approved by the Building Inspector. To expire on 3/19/2017. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $921.60 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $324.80 CO -ADDITION TO DWELLING $50.00 Total: $1,296.40 /4 .ding--I rispector Form No.6 _,_ TOWN OF SOUTHOLD -- - r----�� BUILDING DEPARTMENT '11, TOWN HALL \rir-\'‘\ ,\7--_,_ . '__L___. \ \\ 765-1802 \ih` ',l SEP - 4 2015 A PLICATION FOR CERTIFICATE OF OCCUPANCY M 1.1 1 1 This„applieatiq p---Tp---is s b filled in by typewriter or ink and submitted to the Building Department with the following: \A_ ,—I, 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 ell c Date. `� O I________K_ i New Construction: t� Old or Pre-existing Building: (check one)s / • Location of Property: !Z�� L (of • � P _ / . [o i Ii �J C' y P h' House No. S q .fet - / H mlet Owner or Owners of Property: 11\96 (41/LA FLA Fir_ `' Suffolk County Tax Map No 1000, Section 1 1 Block 1 ! Lot d Z_.r._ Subdivision . Filed Map. Lot: Permit No 0 ( 0 ( Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval Request for Temporary Certificate Final Certificate: (cheek • 'ej Fee Submitted: $ S:U /--- , /' // _ Ar' — // ,i'� Applic.,t Si_ ature 01,„,04... S002, Town Hall Annex �® l® : Telephone(631)765-1802 54375 Main Road 411 ilk Z Fax(631)765-9502 P.O.Box 1179 G e �' Southold,NY 11971-0959 -e®� �®/��` roser.richertCa�town.southold.ny.us es BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Flaherty Address: 1250 Lupton Pt. Road City: Mattituck St: New York Zip: 11952 Building Permit#: 40101 Section: 115 Block. 11 Lot. 12 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Daniel Wilcenski Electrical License No: 4723-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 10 Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures Smoke Detectors 4 Main Panel NC Condenser Single Recpt Recessed Fixtures 27 CO Detectors Sub Panel NC Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 8 Twist Lock Exit Fixtures TVSS Other Equipment: 2- Combination Smoke/CO Detectors, 1- Exhuast Fan, 1- Radiant Heat Mat, 1-Electric Base Board Heater. Notes: Inspector Signature: - , " V Date: April 5, 2016 Electrical 81 Compliance Form.xls v Uu1 Q Town Hall Annex '4 ply( 5 "fin, , Telephone(631)765-1802 54375 Main Road I 'y ni Fax(631)765-9502 P.O.Box 1179 Z t tti“ Southold,NY 11971-0959 < CNUN I,P\ BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 4/846 Building Permit No. 1001 Z. • Owner: KC vi + Pcw let .F1ciliev+y (Please print) Plumber: (raj Piewc1 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. ( lumbers Signature) Sworn to before me this /8-14.1 TRACEY L. DWYER day of Apr j 20 Up_ NOTARY PUBLIC,STATE OF NEW YORK NO. DW069 QUALIFIED 01 IN SUFFOLK6300 COUNTY �AA COMMISSION EXPIRES JUNE 30,2j ateAd ' ItAttut Notary Public, __5 - -f /( County 4-,4co ( ° /4 oe c„ , ---4-COutrO TOWN ,OF SOUTHOLD BUILDING DEPT. 765-1802 //INSPECTION [ OUNDATION 1ST [ ] ROUGH 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: DATE A7 INSPECTOR _ " 40 10 , TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' [ ] FOUNDATION 1ST [v‹:IOUGH PLUMBING [ ] FyLHNDATION 2ND [ ] INSULATION [r/ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOL ON [ ] CAULKING REMARKS: DATE. //3.49/-s- 1-1-0-fai -- e 0//,.,••.--.,.. (At icCal:1 , TOWN OF SOUTHOLD BUILDING DEPT: 765-1802 INSPECTI9N [ ] FOUNDATION 1ST [ GH PLUMBING [ ] FOUNDATION 2ND [ SULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY I SPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE REST T PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E RICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: ,,_ (Pc,(1-- f--- C-- -t,,-eti c- A/c29 7.— / 121E___sr-e_Z_ ' C&...la Avz__ 4;1J rz-cap L t' - - r DATE G A INSPECTOR c (10(e--- 44104- ,,COUMY,N .' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 lNSPECTjON' [ ] 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: • DATE [i < INSPECTOR "olf SOW: (C co \ •• t„\ .c7( ,,,, 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) JEELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR rd` Ylz° ,,,,,,,,, TOWN OF-SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION: [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] 1 CATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY - [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ] CAULKING •. ' / REMARKS: " r/12, -t IV - � a . • DATE INSPECTOR L • FIELD INSFECTXoN REPORT DA COnylE,NTS , ' FOUND,A, ZON(1ST) 4 AA_. _ • , i tv 4 .• ..t.....•.r� 1. t FOUNDATION(2ND) NI �G.tzi LIV-011igr .-..-4-I MrAff,6,1‘16ie(-'11.111.616. - - . -:# 1.--.C4 1-3 ROUGH FRAMING& - txi y PLUMBING , r .. _ • ,- _ .. , W _ u. . . 41. .. , _., •. . ' FA AllirMilr ', ; / _ II lsf.. tli INSULATION Pm N.Y. STATE ENERGY CODE �/ '" `7 ' ' �; • r j . . , . ,• , . , ,. . • .,... . it.'"4"iti,i i '4'.--ii:( • /, ' FINAL . , • , 1 {}. , --y— 'AA' `Di`ld Tie " �•ix TS -_ . . - . . . / . / 9t 3� ' 9 p ; 7 T lO-30715 , faa , /Pr* .; ,.. _ o 2_ 0/A--- , er.-7,....--C2.:C7, ---. , . , _ ,aer... ..e... 42- ! ;s73 1+- 1g-1 ,. t OPIL. CPAi ' . . " . . , , • .. ! c� .____ . . , i . . . . . ., . , . . , , . . .. 0. , . .• • . ., .. . .... . .., ... . , '.I . -....% P4'.% • . d • . TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL - - Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans , TEL: (631) 765-1802 , . Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. LIO O I Check Septic Form N.Y.S.D.E.C. Trustees I q ii Flood Permit Examined ,20 l ) Storm-Water Assessment Form G,o "'' Contact: Approved ,20 K. " ` Mail to:,W k -m2, Disapproved ale / / ,� y/fid/ / �y l� ` Phone: 6.5/ 727-2103 Expiration ,201 7 ' -4,11° ' !'din., ', Spector , D f. 1,,,9 ,_c L u I._ i ��I�f �, 1 APPLICATION FOR BUILDING PERMIT - �?R 1 3 2015. '' 1,,,J : Date /41,61;40/ /7 , 20/5- ", . 4 0G DEPT INSTRUCTIONS - rolvi OF,J7JUT-IOLD ' -----�n��app-hc• • 'r e se completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this;application,the Building Inspector will issue a Building Permit to the applicant, Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit.shall,expire if the work authorized has not;commenced within 12 months after the date of issuance or has not been completed within'18 months from such date. If no zoning amendments or other regulations affecting the p?oherty 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.' ,_ =� Atidada2 ai i (Signature of applicant or name,if a corporation) ,3-/ei w/ laea', e/wxve41'vy,1/9oI (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Iii iVT Name of owner of premises //y/ AAe ,4 j/z,i; 0,4A.w.iz -V ° (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. 7842 Plumbers License No. pip Electricians License No. TBJ Other Trade's License No. f 1. Location of land on which proposed work will be done: - /Z,r0 LUt'roN ro/Nr,e,D frt.*P 770cle / House Number Street • , : =;i Hamlet,..: , County Tax Map No. 1000 Section // . Block � `'"7/'Y •' rpt.,; „ Lot L Subdivision Filed,Map-No. -.'c= ,,o:o,•J-,, Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ,�J'/jJjJ�', 7, L. b. Intended.use and occupancy ReTYtj, ,/t/l? G 3. Nature of work(check which applicable):New Building Addition X Alteration Repair Removal Demolition )( Other Work Aireiw "#i;1/77O (Description) 4. Estimated Cost Fee • (To be paid on filing this application) 5. If dwelling, number of dwelling units 0,4e Numbers}of dwelling units on each floor Dd/E If garage, number of cars ciW, t.,o.��// cox) L 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. ,i//1/ 7. Dimensions of existing structures, if any: Front 47, 9 / Rear 47. ?"' Depth 17 6 Height Number of Stories y7//o /2,2 Dimensions of same structure with alterations or additions: Front 5'7,4 / Rear C7. 4" Depth c26 Height _27. 5/ Number of Stories 7200 it) 8. Dimensions of entire new construction: Front 52 4" Rear f Z ¢' Depth : q Z 6 ' Height 27, .� � Number of Stories rum 4) 9. Size of lot: Front /00 / Rear /0/. 91 � Depth%/943/1' '/204!.40(6) 10. Date of Purchase Name of Former Owner - - 11. Zone or use district in which premises are situated 4 O 12. Does proposed construction violate any zoning law, ordinance or regulation? YES )C NO 13. Will lot be re-graded? YES NO X Will excess fill be removed from premises? YES NO kEY/AV d 4W49 Spar- yt JP epi+'/."/SB 14.Names of Owner of premises fit,avE�ry Address V A' oD ' Phone No. Name of Architect,/4gI PeNMKefZ Address"d y o9GU X6,7 Phone No 63/— 73 4/11.r Name of Contractor Tap Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES )C NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES >( NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey; to scale, with accurate foundation plan and distances to property lines. 17.:If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO ?C * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF/Vcdcza) . /11 C4' L e//47A (4 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the /PG ch/r (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and-file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me thi r' day o .- 1 1 20 / � hr CONNIE D.BUNCH �/C�� >� Notary Public Yery Po01 BU6ub ,BState o165050f New York Signature of Applicant N . Qualified In Suffolk County Commission Expires April 14,2Qj(d., i+, >t .'y•':'1 s --•.ed�.\t7}f.., _.. ., ....••_�uvfr..`�;.+CD't*�4i..1 ''t.�.• ',,-�^-".'>.��_.:-s`s'." i.w''�,.-i.''^y•-�._�_��u�.,,.,:..:.:�i�s`..i.t_�:�...s... �i .^»::G?.a'.. .c::.. .0\\:.•.;i r.',ty'�"�,.:. "-�-, -.=...".....� � ,l.:ftiy�r,:�,:.��•'t="1w,'r-i.:,-.:..r,2//rJ� {:'y �: /i% • <1 ` ��t'i Sf:.:'. :.';% ✓w/'. i .F /f-ii:�'_S"4 ' .`:.fit �4v 1!111: '�. H..., s.. r t .t ��: :�i4 /Y`�� -" Vn'4 �:�- - ; r�jtt . , C".. ? i Y -yf.'"��,�-57Ai "-.er:� (kt., y.,c,,.'?�u> isi � ••41.4:::::,`.:,,:•'-.. ).,5--1,4i• � r;12,�P:�t' ''� I7'`E .J.:,? +V• "i:,w -'0,1 i 'f'":1 x'. 01f/R^-,', 01. ? ��•: ::^:� ..r :te%,j(44.,: ,��77 ,'.�• /.a://21 ` 3\' )'=4d. . ii " •zhr) " - 1SS%• - :` � .ci�1` _. �:j-4Yn _ =1 :.#•'° a :�. Y5. ::•.. '_..tb,Pl,%Ax/��,. . • Arwei•,r_. �.�;,?r�V�.,. s' *.� ? 3 . ..s_ .� t..<.s.<�.ie : T}�.:°:.tv••�.. .1: < ; _,. ..��.gr7._ _Z_' . .o .._ f«:.:;�' �4� -�> :r ( { 1 • t - ,., � q > - - -----'- - BOARD OFTOWN-TRUSTEES RUS-TEE — i ' k - J° '.�;� SOUTHOLD,NEW YO Y� „' .; ,i''.1,1NO- „%c�; ('lei+/' L .ti i PERMIT NO. DATE: AUGUST 19, 2015 i ” `,1 ,.<'1,' ISSUED TO: KEVIN & PAULA FLAHERTY '. _ t, 7 r F.,, , math'tip. ,\ : PROPERTY ADDRESS: 1250 LUPTON POINT ROAD, MATTITUCK ` " E: \ ln . SCTM# 1000-115-1142 z t. \`fi` :'� •arty I`i I :S ice,S't,,,'<7 ' f AUTHORIZATION I: _. s l ' 0I Y .7'' �� `' � tlittj,rt r ' iy J Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of '4-,1Y' 5k r. 4ti` Southold and in accordance with the Resolution of the Board of Trustees adopted ai the meeting held on August I t i:::,,,,,,--,-.;:i.„: • S4 19,2015,and in consideration of application fee in the sum of$250.00 paid by Kevin&Paula Flaherty and F>!� i- 7.0 j '•lJ r �rt � s��t,'•r �, d :-' subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees t authorizes and permits the following: °~ i :;=; '4 Wetland Permit for the demolition of an east side extension and•majority of;„'I foundation; construct a one-story 298sq.ft. addition with the installation of a drywell to < ;'A T:S. 4:= contain roof runoff for new addition; as-built 90' long fieldstone retaining wall of '; l ;��.1?,; varying height with steps located approximately 10' landward of easterly side oftj. ��i, f< existingbulkhead; andas-built 769sq.ft. abovegradestonepatio withattached+1-20' �j,..t'r.':..i.'qr1, long retaining wall; and as depicted on the survey prepared by John T. Metzger+01-f20' of f f i .- kt1, Peconic Surveyors, last dated July 30, 2015, and stamped approved on August 19, 2015. ->'.-. 4 i n .. '� `"' IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, at .`_`- ` s and these presents to be subscribed by a majority of the said Boa d as of this date. T,., : 1`rl ^ 1. 1 `.`'tib 0 1 I• - ii&-,:_,_e„,___,,,..ain-g--- i g_`4",- VFF0 1 :6 oily a< I 'r PIT {4 ti._. . dt3 `91 ; y; ,1 I ;5 . t, ,.;s. 3.ti1z _ ; tIlifIg �0�-,�� sari ,,,, ... (.:s em. fF^vith, i :51----,:,,m...,-.,.4, Y'`-J`'y At 1„-N-i.,„.:;{„,,,#:s i ,- 1.!:,11 ! df 1.,,k,,.%.,r4,' 7t}1,.._14 ?,`yf4tl1 -”I i ,•:tvW _ ":' •,r.. :�:.R:rsl,•its"..i `t.:L.4'::1_'.:.�;:r .-.'4>=.A��-..-....,;��.v-.Y�i;s•• �:•y•sec't\. .y,.'.: " .-v jY`'~:-a,'.:•.._ :twt:iY.n'^^'�:.-:,._: r-;,-9"�"1•��•'.��'r...3`•Tr..vt: I r��ttt".s:rys li \_1 n1 f \ '� '%'l`'-ti1: � 4 ';'1=--(--,_,-e., � � t ,- i • • f ~ ` :rp�'r'� :�� Jtip ,e �' .�_ % /,;•',•$,•:‘‘',1:,.,: -•-.7-;:,ts. *.` •}:�lt� --,.>.s �el,, .� � : "rs .✓�;�riv::t t)��a l�_.i ��y�-i}.:�`i . r„it/ ti '.'47%'; .�kd�° �a;.. �' 1�t�`G%✓-r. .Vil`'„ti' ; __ '%r,•,< ij,: __=r.� ��,r.,�t =• - ',,1Ti`_,;r -.ar.e:!^' ''��r ••- ;�..� Iti 'si�`=�._;-�i-f�.Fi� � �ti;,..._ _.r=t; )' aF -I.dal'1•>�`,�y'r '�:;:; - om•--�= t,.�M.•,j_ ___ :<:: •o,l;s„. == _ _-•::`,•ty.'F,::", ,.rf.r_"-'.��: i.r.F,d,- .:7^,Y-'-\x'- 5Iro„Lt. �r`J: `=�:z•.�;,";',t� : t:!j, ri � N.-.....--, 04/18/2016 10:10 6317656641 SOUTHOLD TRUSTEES PAGE 01/01 ./"""„ti �F S = OUP , John M.l3redemeyer III,President •/'a.�� ” G Town Hall Annex 54375 Route 25 Michael J.Domino,Vice-President ;; P.O.Box 1179 Glenn Goldsmith �' Southold,New York 11971 411 A.Nicholas Krvpeki + • i ►�1 Telephone(631)765-1892 Charles J.Sanders l� V'11° Pax(631)765-6641 BOARD OF TONT TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1212C Date:April 13,2016 THIS CERTIFIES that the demolition of an east side extension and majority of its foundation' construct a one-stor 298 addition with the installation of a ell to contain roof runt f . ,.ew .d !.•sa•-buil 90' lon_ fieldstoneretainin' wallo v 'n ei 't steps located approximately 10' landward of easterly side of existing bulkhead; and as-built 769 sd. #t. above grade stone natio with attached+/-20' Ions retaining wall; • At 1250 Lupton Point Road,Mattituck • Suffolk County Tax Map#1000-115-11-12 Conforms to the application for a Trustees Permit heretofore filed in this office Dated March 16,2015 pursuant to which Trustees Wetland Permit#8659 Dated August 1.9,`ZD15,was issued and conform 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 demolition of an east side extension and majority of its foundation;construct a one-story 298 sq. ft.addition with the installation of a drywell to contain roof runoff for new addition;as- built 90' long fieldstone retaining wall of varying height with steps located agparoximately 10' - landward of easterly side of existing bulkhead:and as-built 769 sq. ft. above grade stone patio, with attached+1-20' Iona retaining wall. The certificate is issued to KEVIN&PAULA FLAHERTY owners of the aforesaid property. Authbrized•Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: April 20, 2015 TO: Mike Kimack(Flaherty) 321 Riverside Drive Riverhead, NY 11901 Please take notice that your application dated April 13, 2015 For permit for additions and alterations to an existing single family dwelling and an"as built"stone patio at Location of property: 1250 Lupton Point Road, Mattituck,NY County Tax Map No. 1000—Section 115 Block 11 Lot 12 Is returned herewith and disapproved on the following grounds: The"as built"construction on this non-conforming 21,522 square foot parcel in the Residential R-40 District, is not permitted pursuant to Article XXII, Section 280-116B, which states; "All buildings located on lots upon which a bulkhead, concrete wall, riprap or similar structure exists and which are adjacent to tidal water bodies other than sounds shall be set back not less than seventy- five(75)feet from the bulkhead." The"as built"construction notes a setback of+/-47 feet to the existing_bulkhead. 7-1---) C/r i 1 / � C, L.AGthor'`iz�4 Signa re --- — V Cc:File, ZBA 'r L it BOARD MEMBERS /• ®f S®��, ; Southold Town Hall Leslie Kanes Weisman,Chairperson iii �� y® ' 53095 Main Road•P.O.Box 1179 f ,•O � .. e0 Southold,NY 11971-0959 Eric Dantes F k Office Location: Gerard P.Goehrin er ° �° * ` g G. � :1":•-:_:.:... ..47;t7.14i Town Annex/First Floor,Capital One Bank George Horning 0 x,. . �� 54375 Main Road(at Youngs Avenue) Kenneth Schneider �(tOUN`I,� I°I� Southold,NY 11971 •••• i•90 _}---- r http://southoldtown.northfork.net L'-, �` �� l� ZONING BOARD OF APPEALS TOWN OF SOUTHOLD �� 2 2 2.015 Tel.(631)765-1809•Fax(631)765-9064 t;LD� GEPf TD��' t;i \oI D\_____ FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF JUNE 18,2015 ZBA FILE: 6863 NAME OF APPLICANT: Kevin and Paula Flaherty SCTM#1000-115-11-12 PROPERTY LOCATION: 1250 Lupton Point Road (adj.to Deep Hole Creek)Mattituck,NY SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated June 2, 2015 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation of Inconsistency dated May 26, 2015. However, the applicant will have to apply to the Southold Town Trustees for a wetland permit and comply with Chapter 236 of the Town's Storm Water Management Code. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action with the conditions imposed herein is CONSISTENT. PROPERTY FACTS/DESCRIPTION: Parcel consists of non-conforming lot containing 21,522 square feet located in a R40 Zone District., It's improved with an existing two story frame home with attached porches and patios and an accessory garage. The parcel has 100 feet on Lupton Point Road, 203 feet on the east side, 220 feet on the west side, and 101.43 feet on Deep Hole Creek, as shown on the site plan drawn by Mark Schwartz Architect dated - April 21, 2015. BASIS OF APPLICATION: Request for Variance from Sections 280116B and the Building Inspector's April 20, 2015 Notice of Disapproval on an application for building permit for additions and alterations to an existing single family dwelling and an "as built" stone patio at; 1) less than the code required bulkhead setback of " 75 feet. RELIEF REQUESTED: The applicant requests a variance to legalize an existing"as built" stone patio which is attached to the rear of the dwelling, located 47.3 feet from the bulkhead where the code requires a 75 feet setback. Page 2 of 3—June 18,2015 ZBA File#6863—Flaherty SCTM#1000-115-11-12 ADDITIONAL INFORMATION: .Subject property received a prior variance under file #3594 in 1987 for a rear deck addition with a wetland setback of not less than 50 feet. The 'as built' stone patio was built to replace the deck and is located in the same footprint. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on June 4,2015 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties.The original subdivision contains 21 lots,most of which are all non-conforming in size and area.The subject property is similar in size with approximately 21 existing improved lots. The agent for the applicant provided other variances granted in the area for less than a 75 foot bulkhead setback. The patio is in the same location as the prior deck that was built in 1987 with variance relief. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The stone patio is attached to the dwelling in the rear yard area. The removal of this raised patio would be very costly. The dwelling is located 67 +/- from the bulkhead so any additions to the rear of the dwelling would require a variance. 3. Town Law 4267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 37%relief from the code. However,the as built patio is not located in an area subject to flooding and replaced a wood deck in the same location that had existed for many years without adverse impacts. 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and proper drainage Retention is required for all runoff coming from this stone patio. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and to enable the applicant to enjoy the benefit of an "as built" open stone patio with specific conditions while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Goehringer, seconded by Member Weisman (Chairperson), and duly carried,to GRANT the variance as applied for, and shown on the Site Plan prepared by Mark Schwartz, Architect, dated April 21, 2015. CONDITIONS: 1. The Applicant must apply for and receive approval from the Southold Town Trustees for the as built stone patio. 2. The stone patio shall remain open to the sky. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. 1 Page 3 of 3—June 18,2015 ZBA File#6863—Flaherty SCTM#1000-115-11-12 Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the . Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes:Members Weisman(Chairperson), Schneider,Homing,Dante, Goehringer.This Resolution was duly�pted(5-0). to,/, a f / J 1ill itt4f / Leslie Kanes Weisman, Chairperson - Approved for filing b lop /2015 1� FL 4 -1--W-4 r. �SLr c ,' �T(0)RMWAT)ER -� Scott A_ Kussell S �, V. SUPERVISOR q g `�_-' ° MA�\AGENHENT ( z . SOUTHOLD TOWN HALL-P.O.Box 1179 :+��) f27-•�� Town of Southold 53095 Main Road-SOUTH OLD,NEW YORK 11971 • 4'! `p �� n fi I � I ♦ rt V1► i '�-its .t �i I( . L. U �'E SES} �R I3,+ - STORMWATER MANAGEMENT WORK SHEET a J ( TO BE COMPLETED BY THE APPLICANT) 3LDG DEPT SEPT8 2015' DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No I I�IECK ALL THAT APPLY) r ® iii A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. s ❑ SFA B. Excavation or filling involving more than 200 cubic yards of material _ _ • . within any parcel or any contiguous area. !,),":1 Pt C. .Site preparation on slopes which.exceed 10 feet vertical rise to ' • 100 feet of horizontal distance. •"74 n D. Site preparation within 100 feet of wetlands, beach, bluff or coastal , erosion hazard area. ❑riE. Site preparation within the one-hundred-year floodplain as depicted i - on-FIRM Map of any watercourse, - _❑IV-F. Installation of new or resurfaced impervious surfaces of 1,000-square--'_- - feet or more, unless prior approval of a Stormwater Management • Control Plan was received by the Town and the proposal includes - in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. _ * If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department-with your Building Permit Application. APPLICANT: (Prop/ ty Owner. `'Desi n P ofessional,Agent.Contractor,Other) S.C_T_M. 'J: 1000/vDate C� t NAME- I " 1 TL. -±(4. /.1-g7'; I' ,9 5- / - (P.77 Section Block Lot 5 F-{ O BUILDING t- c Contact Info/mahout / - 4-4- I /LJ - n �� Reviewed By. _ — — — — — — — — — — — — — — — — Date- 9-4'/5 Property Address / Location of Construct ion Work. 1 t?Z ✓ E 'I(j_ki �,j n Approved for proce�stng Budding Permit Stormwater Management Control Plan Not Required. TILL-11/C6& "Si Stormwater Management Control Plan a Required } — (Forward to Engineering Depjrtmcnt lot Rrview I I ORM ' SMCP -FOS ,.,,,,Y ,)PI‘, 9 / 2 L v1a ,t) rt., se p Z ' Ci ,PPIICANT ,nPr,ry ou.nrt o., n Prot S,C.T,M, �: 1_poo .,,,...... ,•, --- ,��/// E essionat. Contractor,Other) ,..��Sts� k-•. CHAPTER 236 N,��I iii,e/( C �Z-- 1/„�' 1/ / '�� t�torrr�vvater Management Control Plan CHECKLIST �!�"" Section Block Lot E w y - ‘;-..1"1 yr,N. ;o ' a S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application �yy ate; , - rb .c * The applicant must provide a Complete Explanation and/or Reason for not providing O (j'I � ,,.•`° all Information that has been Required by the following Checklist! A Site Plan drawn to scale Not Less that 60' to the inch MUST �� If You answered No or NA to any Item, Please Provide Justification Here! Tow all of the following items: YES NO NA If you need additional room for explanations, Please Provide additional Paper. a Location & Description of Property Boundaries h Total Site Acreage. r `�l� 1-t . V.=.1 t c Existing - Natural & Man Made Features within 500 ',P. ! !EROSION&SEDIMENT CONTROLS, of the Site Boundary as required by §236-i71(2), d Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. Shall inc ude but not be limited to: e Limits of Clearing & Area of Proposed Land Disturbance. A well maintained Construction Entrance„Wire Backed Silt Fencing&stabilization 84 f Existing & Proposed Contours of the Site (Minimum 2'intervals) 411 EN 11111111 Seeding of ex•osed and or inac' g Location of all existing & pi oposed structures, roads, di iveways, sidewalks, drainage improvements & utilities, h Spot Grades & Finish Floor Elevations for all existing & M _ pi oposed structures, r•_ ILocation of proposed Swimming Pool and disehar a Pin . � 'QIP g tseElcIra�traS,A.REREo,..M® g g ®ra ,: . • -- • • 765-1560 before r-- ; Location of proposed Soil Stockpile Area(s), • r�gill Mil - ✓,4 og orre6xir IEr�gjpeer' Certification k Local ion of pioposed ConstructionEntrance/Staging Area(s), BM ,_ ,.;-;� .s .liedtbCode. _ I Location of pi oposed concrete washout area(s). +®t the drainai;e rn Location of all proposed erosion&sediment control measures, 2 Sion n,water Management Control Plan must include Calculations showing that the stor mwater improvements are sized to capture,store,and infiltrate on-snle the run-off from all impervious surfaces generated by a two(2")Inch 1.• . ..1 rainfall /storm event 3 Detalh&Sectional Drawings for stormwater practices are required for approval. • Items requn ing details shall include but not be limited to: a Erosion & Sedintent Controls, Ems( ; I - b Consti uct ion Entrance & Site Access. MI c Inlet Di ainage Structures (e.g.catch basins, trench drains,etc.) ► PT1 d Leaching Structures (e.g. infiltration basins,swales,etc.) MM.. r ?i; I , ,t,lAvl°.I.I� , 1)f.l'r�li," �I I.,Y xY•.:r __._.._ :: ::-::::::::::::::: :� - :::::::.::-::-��...::... lI ` USE CN I III Additional Information is Required. Reviewed & Stormwater Management Control Plan is Not Complete. r l Sormwater Management Control Plan is Complete. Dote 7-1-) —j3 SMCP has been approved by the Engineering Department FORM ff SWCP Check List - TOS MAY 2014 1 Town Hall Annex > R Telephone(631)765-1802 54375 Main Road Rar(631)765g5Q P.O.Box 1179 G �� roger.rlcher[Ct�iOn.soUthol .ny.US Southold,NY 11971-0959 ` A% 0 • BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION • REQUESTED BY: Da,. k C fir.. J (C Date: 3.-14 Company Name: ---Dc.-.; - ( INS 1ec,., K. ( -1✓ f - Co 7 •-- Name: Name: z License No.: c7L7 Z - evi 1� Address: P. a. 13.s.>( 7 -S'0�-1-4.s( l 15- Phone No.:_ / / - -7 S' 2 Si co JOBSITE INFORMATION: (*Indicates required information) *Name: r f X9- 1-J e l *Address: ;2 S v 1—U *Cross Street /4/74-"ri *Phone No.: ( / 2 7f. - 1-1 Permit No.: 410 / I Tax•Map District: 1000 , Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) - ki,//f/ y - G , — P 1 4-6 . (Please Circle Ali That Apply) *Is job ready for inspection: a NO Rough In 420 *Do-you need a Temp Certificate: YES Ch, erne information(If nee ed} �`"`�� *Se Size: 1 Phase base 100 150 200 350 400 Other *New Service: e-connect Underg Number of Meters Change 'ce Overhead Additional Information: PA DUE WITH APPLICATION 3-9)-Ib � >32-Rec,uest for inspection Form ?io 2 � g�� 1c' cr U . 1--- ---- r-- , , , • 0_ .„. ., -,...... ,, -- ----- , .__J,--- - - ,_. • • , TOW OF -SOUTHOLD', PROPERTY RECORD CARD ,/n ;...i), . OWNER , - STREET 26n, VILLAGE ',, • - DIST. SUB. LOT •: `---' . . v tj-.. -C7 N- 67/11.41.i4it4 ,:1la.12,D4ii 1-t pi' s- ?,/: .)'19c1/4:#74:k . 9 A.,5„ „.:,.. :FORMER OWNER_c., .1 Ni ' f ) E ..:_-:- .. . 1.- ACR.Zaffw & 1/ A . :1 2c1 , y je..... 0 6 00 s.. , _it W-,....., TYPE OF BUILDING . cull p s 8, 'rice snui-- mrs. i,-/e /0 716,4_(. ),.e e.k. R. ekA ye/eel,- 4,4W-. RES. ?//0 v\I SEAS. VL. FARM COMM. CB. MICS. Mkt. Value e.czms,17' j LAND IMP. TOTAL DATE REMARKS fP— /6'o a J-:.-„?0 d z ,9 co V Xfpg- /%19,4-d.s:',1/4/ 'View f-,,„ ;77j. p972»e._ AZ,23 740 J. II. )nLso•?1 iv.4 _21- (ieudo, 41) I ./ (:. ,' e 00 00 3///02-- eri n-44- 0/01 o I hx I) i),4..7,fr, 9/00 1 3 /i/13 ''/Oi. 6-.-ect, 60 ;9,X A 212as,e-a, 7c) 177Q-L. )21a s..-1 ii.‘' ,9Z;776 ,iia_ 374 ili.p, /o/3//8.Z coL-0(.. ..) 143 l 01 A,rnPS893 ro U.q.L W1 A-eo)...) L4 2-47-4-t) A'ilvi' LI - • -", : Y*13.4-- F--96 9(r.64,4- -,iii-tH,-!_le, ta.4. y1n w Mc24,-r;4.,t v -'2.9&-n 11-*- I.-4 , •, • , , V9/84 - )-•CaC.9 I,0.1-5oel -4 IA Fic.^.1 -4.-1 VA-14. INA C("OnW '''' 25‹.?cm •-• . _ . ' 1044.* l... e.91 \.--,6-0 - A Hi-lee 4-0 1-i;It - tr.?, jp,f - ,,,,s4 ... i c(l,c,3Z i/404... t..!:349('),:>;tne7- J A.L. 1\44.soK 46 Pi if -1L I) krt- 1-t -. .c 1,6/05 -L-9715 r,495-Awa 4-r> ctrst-mi 1V(e:rso,f,KJ y- - "(2..e? ,1/ e --.I• -i-V.---- . . - ,I f‘,6 1 0-0 1.2.,..,.ec* fliTA"-2 6.f:.! is"‘f‘ c 4-2,s-tr• 04,..i c/c 41(oilq4'-i_ frnlopa(oic--•/116.tc)r)le) 4-1) "thornr)1)r) - , .R8-.1, Onil Tillable - FRONTAGE ON WATER /12,77/4 st-rf";764-0 Al_./..::"--Alea". ., Woodland FRONTAGE ON ROAD 10110-LI z 6 7cr /72- -7krayncin.41 7-0 Meadowland ' DEPTH F la herl e4,7 0 gdirod -House Plot BULKHEAD (9S/k2 — ea#-37767 — Total -5c._ /4t-5- W66 ' f,.//6//1-1- --s ,. ..()/Ad 0 CO - 0--I rl, i )! 2 ) (14 11,--3-0,,OKT.. I____,-- - - - ---'.-i,-- _ f c,7y1�WV:.. y �^A 'S ;i^v�_. _ _ .....fir+.•-.`--_ '^s°'- -"`t_ _ ,,,,..,„-- --- ---,z------4--40',:ir .d._ ritik' OPERT , A ' , . OWNER "`-STREET .-.'�._"-°=_.` ;,•``:f , VILLAGE DISTRICT SUB. LOT 7 rev, in—, E i - :,P Al`s'o:N->- : , -.t �.A. M`A 7 j/i j v c A- .'-8"4.—' FORMER OWNER: • •i' " - N--,,;',.:-',G/0G'pg E ` ACREAGE " ~ /✓v-' ,r ' rXis A, �s Qu/ nOL. f 1, _d® - �- \,\- TYPE OF BUILDING / f/.(1\i-,11•"\-4 0- ,' ' ' - . e wr /3c✓ti ' .;RES.' :-'-i,' (SEAS Z% VL. FARM COMM. I IND. I CB. MISC. Est. Mkt. Value s LAND IMP. TOTAL DATE REMARKS �i3a/7Y �i4 9 f e s66 z ,�uiL1D k c GArigge F c ? /000 7- .moo o 3 ?n v 4/7-f/6 ( �,&( J� c Qq . ,. U-v ,?J.2,6, o 3 :2/: 69-e.) V r v : / -c v 2 /, a ® _ 3,3 o a'-` ,;"„ /z z'/�/� c% :� - , L . ,i., /2, 6 d 2 1/4.,---o 6 e,,/ ,7 7 6 el .." 2/.2 V(k (72.-a-a--,--;t"- 3 SL7‘ a -1'-'-/-1(4.7 ez.,ed. 7 Z-,_-.7( , .7.--., cr, 0 4-- - /7--:.ci 0 3 e2-70 t, �0 c' /z7 / 7 ,1'.7, ,S 7' 2-K I/? (7 t _,',. (4--„,„ 1-z,---o-a • f'A6GE � y B� L J C Ir 72 7�'` i _" y6f�7t�) &3MAL A x� LOW ABOVE FRONTAGE ON W' 4 aG' i ''Y''' 1 6, V441Y7 4- F rm g�re V lue Per Acre Value FRONTAGE ON ROAD ,� /23 o,4 5 t3 0"Ca z Olj;/,Z /./ 6 0 V 2 0 , al-- Z -z Tillable 1 / / BULKHEAD . Tillable 2 DOCK Tillable 3 --- �', Pei-AT---- arc Woodland Swampland c> y Brush land House Plot Total y� /\ r _ � v V. L r'hsCt1Y3'�txh "(Y h r 3�h a[� p +q �t� • v t'' t' �. - . 1',,,-/r. Y;: d .f�;. `ry° .49 4 ,,J-«v.>.-r !.,.+,-_. �.„3?. t5 «rt�i. .'°r�:Srs'ft" - at�'";4%)'-'-yr , ;;,H1,4' � ;Jt , ''t'fs t`- 4� - - _. - -�- --- _ s rt R!,,y1. s,<;� Lt'P - ( 'LL`'✓i ti "' •e i.^V �;:4>'rl. { t�ti4t"' `,r �(a - S^t'.,� "l \ -1.-.Z .4.. moi °' ,t,.: jyi`▪ t t'hi;i'�' pr aY.?. may, Z 1 ! t htc tkii,�3S 'a�; ,; R}}t 5 r Y {_ .i tt� . �� a� �y,, II r4.4./ x`' .-r TRIM 5 ` {▪ lC:a C -i�-.r' _ :•`- f,-`, C rT'• ..s� �` Jhr R 5 . '. e -f .-u`Y_.Yrs,i _• �fl:s- _ r^i,,r. {� '..Kr��'f n~�� ■■■■■■■■■■■■ ),!......V,....} �; x� j � � _ _ -.�- �.) � °��_ I ■ 1111■ illi 1111■■ 1111111111111111J ' �� j��:.�� `yr j�''"'-'---..--1,-,-; ::;-:-',..--",,-_�� ti'5.* '''...','''''4.::,.."2d�'{5,r��7�s:��;^�``-� ��s�°} ■ � ■1■■ 1111■■■■■ ■R.l l' ' , f �h k•NM•+i '- V ry'L'- 1t5 •qf jr `'y�',i _ ■ ■ 111.111.111 11 �( ss��..-d 1� r*s^^ l'fc- ia.is,�.,—.YeEra" Y� 49i� c' 1(Qj':yjy ■■■■■■■■■� t . I ■ 11■®®■ i■■■■■■■■■■■■■ r-.:7.,.:,- --:,..-,. i,;7„..,....1--- - .. -, - M • I�i■■n■11 -, 3 me � s,aa k -, ,',4 -4, :^ 4 r'' I ,?o-�:3 �. s�t t: ., ..1 +'� i11 .4'11 y '■■■II■■J ■11111111 - ■■■■111.111111■ 4• . ^ �, M ��_ ; ,; k ,� ,ng W`o t 1111■®■■4 i■■■ ■ ■■■■■■■■■■■ 6 5 "4:47,.4' i a r -', `• ' a', ""- v'a' .: '£-- --- � � ,x, , g� i � 1111■e ■1111■1111■■■■■■ MINN a is ,, 1 , w � ' = 4V. I 1.111111111111111111111111.■11 ■1111 _ - ....,: ;c., +■■■11■ 1111■■ 9�I_RA, _ ^ • `...?:.3:17t-'f";5:7- 17'",._}. ;`' ya; t • r ■1111111■�� 11111111 ��frilibillilli1111■■1111■ 1111__ _ -h' 1111■!.!�■�■ ■ �►\ ■1■■■■■■■■ Efilf � � u._, ,._W_M. = � `.:3, : u � 1111 115-11-12 02/02 G 1111 1111■■��11��■111111� � ■■■■■■■■ - -- - ■1111111111t ��11■111111■ ■11■■11■■■■■ �_M. Bldg. _ Q2h 9�e .So --- ■■■■■■■■■111111■■■■■■■■■■■■■■■■■ Eztrns�ri� 0 00 1111.1.111.1.1■■■■■■11 ■■■■■■■■isimaillIME s 111111 1111111111■111111■■■■■ 111111■11■ /a ,�Z #7--''''' 3 � ■ �; ■11.■■■■111111111111■1111111111111111111111■■■ Extension /z..,/y /(,8 3, oa Soy S-r/ -T' ,64-,c, f'vzGlf Extension Foundation B Bath /' 2 � Dinette per. � --w /30 , SO G j Basement ��11 Floors P K. _ parch iuc °/r- I �afii cs'><i� - �' Ext. Walls Interior Finish Syc�re�.I LR. -Rereli „ ,,r�� is�� /f31� 2s /09 Ceea.42 ro y� Fire Place Heat 01 ( F'y)A DR. Breezeway G�,r°9 ;,� /8/24,-- y3� /% X32 Type Roof Rooms 1st Floor BR. 1.1111111111111 Recreation Room Rooms 2nd Floor FIN. B Patio /s-,'is'f�� d /95 �G' Dormer ,rr `�A� r Driveway O. B. Cct,r /7�e .,,mor 3ocs run r��ov1 t ~ J J' 6vf e 6�sz�1 00 r 3 • __'N , '1 , - • . , • _ • 1 • 3' Ai A/elk.1 e,4o_aiz,__Z. ,„,.. '-rep... 2 a . i i '- ...5..,‘,,,..„.44\.......NnIssar...„..•: k isfr,10,‘"--...&3001._.-dt ,-, ii,f ,,,), , c. i(,2:71 , \ - . Illtak. ..,,•,..4-4. !iv---Nimitimmotsp—,.-net, 1 ,. . ' i ),..., • iiiiit fl, , mr. w...,- „,,,. ... , ,, 1 i _ -.drill- - -' y.,'7 i ' iii 1 , \ , • /, , .v.- ---• ' #r -*•/ ,„, . Nsvf..4. 2- ikk 1 ,, \ ...,, ,,,,, ....._I- • -- -`-lg(01R. ' , , Nk ., , ..., /' , "-. -01.1145::1 Ill• ., (4',..., .....,'", 1,." • "4c;',..,'' .' ."'" tr. , , 3 _ ,.. $411,6p - , - IIMIIIIII 1 1 1.3_'-* _ 1 I I MI N ."->"-- \,;,),i -',*. ‘ ,'Ii' 4'''11fitm,--Lz.,.AP-... , - N ?. 0 -- ki/f-ri 6';',.,„ /A //1 .,,.. ', ,,,--......;'"1074/ ,194Pi-, /1t:-... .- ,::_, ,..., 1 1• . 1______ _ I.,;: ,,, ), .... _ ..1 , . I ink, 111111111111k,,,i,-;\ 0 , n IA a f le'''' k la P1 • • I I Illt ill „ / i ii ,, , . , .,.; t• - 1 , 1111, IIIIIII 4, 1 _,,,,,i4„=_, __,1 .- f- 1 _ ---..---e-z.7 .,--%:.--_-,,- . .. 4 i 1 ' ' 1 ...4„,,,,,„"1. ';" ..* F--M-tr;,•;.-;s;i0ki- ,r'y,',C4V;ziki.4-2.`44i,4gfr,r14',. ." f.•t Imi , „ I ....,, .. .4.,,,,....''t,Pt"zerz:' - *01,4•:!;44,kr-zoo;:q..,n-a,",a....:,..4.•--,.‘ , . , „.....4-^N,,,,y—tt-,,,, n 1.77„,,,i.45,..,,,,z&e.„1„zi.a,•.!.:,:f.4%,,..„•...4,r., ...",....„. .. ON I — / ` 111111MIMII 1 ''''44`''r". 1.,...-,'ITts-..1.,:.,,, .f.s.:•.-....--;,••...r....a.,...;'7,...'.,,.,.--„, , i 1 1 ,:z• 1•14"•?1•*'1;.C:. .:r. ; - ' .:**•.- :,..." ---=•‘-- _. % - , 11111 11) _ 11M, I I ('S 1 1 1 I I _ -ss\ I N. \ N. -.4-1•4$,,,y v• t el , ON. W. BldgiS: - 3 tyi yr -1) to\ .7 ? 6 4/ 1 r"?... 1''..\3,.-,„,..i."022„9,-,/, Fou4dation c... Bath 1 I - , -- f'.7," ',.. „` \\„,,,,>.z - : Extension 4., . Z6 x /6 .1, O 6 -2 . NJ:4 `17rsement -__.t)/i \\F„..loors S2/1 NI-N-7 ‘‘. \ , Extension , ' \ Ext. Walls 41/ Interior Finish Li \ri0 -1 -1(1.\ k- • ;, ..` - " 1 - ‘ '\:--..:•-•-- i ‘,, FireNklace e-911 I.E.- Heat\ 1 \\,\ . ._ -.. • 4 1 l:-4'1_7i_x-, 1- 1• ;1-=- , '''•\, ,6'4•.••.,-9,,,, ' ..?. 1\- Porch Roof Type\\ e(1 3\ , I -::: -,,,/4 X , i 5, -,- :\ . •,- , Porch . " . -.. 2,--o Rooms 1st Flbor (II 1 \ \ 1 , 7\ Patio Rooms 2nd Floo;\ Breezeway \\., - , ,,.. , \ ,./ , — Nt. .-1 — 1,3CITage • , i,,,,,9g, , „.-; .4., , ...,,,,,, Driveway 45 0 ...p e , ''',, Dormer 1,- ;.- .' '",' • , N N i ---= , 9, ra e P, ,,,t . , iu -. D.-,B, -- - - - -- ' ' V—'--,N , - ,-, N , • ,, • R.,8A ei \ '.; -• "';'''-‘' ',",‘ •'''''..,- ',', • - ' '-.--','.,S,',. —7,4 '4.-,--,'; • :\ - ' . '-'3• ' )r 7 -,,, - ' f ( 'h '',F` , '',' ' ''' - _ ,,,. „.„,:;-,. ., :::-..2,,,-f , --,-.•:=,-,--,-,,,-;‘-,-='- .... A, . ,,:- , . „. - , , ,, ‹...„„, r. ,,- _„,-„,,,,---:.• „ ,, _ , • „ „ i, : 9 , ' - ,,,,,,.', ..' ,' ., , i ' - .,_ ‘""„'-. , ,,,, -- .,.,...„,,,„,, ,',,- ''''' ; . '• ' ', \ ., ,i ..,„„ \---' 1 N SURVEY OF PROPERTY AT MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000-115-11-12 SCALE: 1'=30' JANUARY 6, 2015 JANUARY 21, 2015 (PROP. ADDITION) i' R0AD PRINT TO 91k , ' 100.0° L OF E° N`twita•45'10=i i WATER - °; / r METER 4.9 \\ \ oNxt'65 18.3' 1 \ O Z �y 807 4.5 \ our( SN Ai 1218.071 Z i POLE �. GAR. O\ ti Os -r1 + AGAR �,' N «:. 5.1 `/6, (t1 FR• , —� �� O ' / ' N o 4.5') / ' _ rn i O ? _,/ �Rv'. -D N wA p ' �// DR\ f 70 O to �a / O O, ,6.6' r IM -11 ' —/ `g6 1`x•2 �° b r,, - - - w � oN . Z ;/ SSE 4� S�(. \�� s.+' i A rn 16� PAro, 2 NSE• e e = �� R° 1, 26. +y� ` p.1B•S '� \s_i N 5' 1 F FIR �+` r O 16- _ 9)��,ER 'cis. , `\ , Z R +2 28.2' ;.�- 1 IeD WW- p C SSE P�` 4. z - \ r' — WI o 0 Z ' ."'• K"-"j j I a / 14----- i .L , W ' • N99' 1 p FLOOD ZONE X cam. i, // ; =4 ' , - Iii -----ii --iii STDNE RET \ V __ '�'/.` 1.0'W. ,--- i10°9\ _$ FLOOD ZONE UNE i e FLOOD ZONE Pvo / /+lk 0.344. (AE 6�;Noap 9 1y 11E�� S61 �6'�� RAIN RUNOFF CONTAINMENT: o.+'E 'I N0 w;� PROP. ADDITION: 298 Sq. Ft. `" 65,80 K �W EE 298 x 0.17 x 1 = 50.7 Cu.Ft. 576'50' 3 CR Provide 1 DWs. 8'ki x 2' Deep O'( �j Connected by Gutters & Leaders H DEEP WOE _ AREA = 21,522 SO. FT. OF NEN/ TO TIE LINE . ;T ELEVATIONS & CONTOURS ARE REFERENCED TO NGVD• it, K --4' FLOOD ZONES FROM FIRM 36103C0482H 9/25/09 .ar►r,:-''7,, -a✓ t it • = MONUMENT •v° .:��` i0' %-�'' .. .Y.S. LIC. NO. 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION CONIC �+`'' YORS, P.C. OF SECTION 72090F THE NEW YORK STATE EDUCATION LAW. (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SEC710N 7209-SUBDIVISION 2. ALL CERTIFICATIONS P,0. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR IHE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET 14—148 WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 LOT COVERAG: DI IL: Cr; E fi W 1SURVEY OF PROPERTY EXISTING: ln OCT 30 2015 0AT MATTITUCK DWELLING: 1,379 sq.ft. TOWN OF SOUTHOLD GARAGE: 444 sq.ft. BLDG DEPT SUFFOLK COUNTY, N. Y. TOTAL: 1,x323 sq. ft. TO�r��;OF SOUTHOLD (1,823/21,522) x 100 = e=._ , 1000-115-11-12 PROPOSED SCALE 1'=30' A PROP. ADDITIOq.ft. JANUARY 6, 2015 TOTAL: 2,121 sq. ft. JANUARY 21, 2015 (PROP. ADDITION) N: 298 s ei4 3 (2,121/21,522) x 100 = 09.9% JANUARY 28, 2015 (LOT COVERAGE) JULY 30, 2015 (ADDITION) FOR D.E.C. OCTOBER 30, 2015 (FOUNDATION LOCATION) TOTAL: 2,942 sq. ft. L YAGGARINO 10-30-5 (2,942/21,522) x 100 = 13.7% * Q $ c OBD 4c,/ y :93Aa);\______ T , R 00.. „ pOIN .,� L _Ip TON EOG PP MENj� ,OO. .. .......;:_:_________----------- Tri i,,,•�•�5'7'f / METER - 4.9 �\ ro \\\ \ \ oNc�s 10.3' 1� 4.5' ) __ �' may. o' a2.1 z 121 0.07 unuTYl \� GAR• �+ 0 \ / POLE .., (.((q1 -.. 1 \ / ' GAR- 1"""3 / O 4.5) ,� oWN� i III O� /,, 16.7' 0 / s 15.2 --- -- -- /// -2� ON /f 70 / .. $ / 6' '*1 ONE v (*1 rn ,:b Scoe'\ 2 SN E' 10,,,i-C; S ,1`� FR• 103 \ DW � ; N 1 �° 1. 2s 5' 120 \\ F frY .. ; 70 Asn \ i I I 0 16 \` � 1P..r ' \12.1 20 2 1 1 s0 WALL O CE' pArG //�� 1 fJ 51 2 Sj� _-J .p / im Z cp N. -- i / 14i LA I �l s}' I FLOOD ZONE X ;/ W i / J stove RES NA►1 ao- _ -0- i slal - --- ''''•-8.____„ ira°°\ . sop 2014E UNE .• n FLOOD ZONE,,1, 0.3,*. s (AE ,.-_,J,y�o10 ,fAS 0 RAIN RUNOFF CONTAINMENT: 0.1s MO oso' Nva'`wA -�-1 EK PROP. ADDITION: 298 Sq. Ft. ,1�"W �= p� 298 x 0.17 x 1 = 50.7 Cu.Ft. S76.5O P� Provide 1 DWs. 8'125 x 2' Deep E Connected by Gutters & Leaders "- 0oL1 -- - DE - _ --- ,,mo o AREA = 21,522 SQ. FT. s of NE�,k TO TIE LINE �`��,. i.. 1, 7� ELEVATIONS & CONTOURS ARE REFERENCED TO NGVD. * 'q. /a7/3:4s`A,a FLOOD ZONES FROM FIRM 36103C0482H 9/25/09 � ." • = MONUMENT \'.`.4:r lit , .,.. ...1 1 Pr ti .Y.S LIC. NO. 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION " 00 i ' i ,, ORS, P.C. OF SECTION 72090F THE NEW YORK STATE EDUCATION LAVH. (6, l• _ X20 FAX (631) 765-1797 EXCEPT AS.PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS P.O. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF 1230 TRAVELER STREET q _q�� SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER N.Y. 11 RE1 1 1 WHOSE SIGNATURE APPEARS HEREON. REVISIONS: SEQUENCE OF PROJECT: STORM WATER DRYWELL SITE DATA: SCTM # 1000-115-11-12 I SITE CLEARING:CLEARANCE OF MINIMUM SITE WORK AS NEEDED.INSTALL BERMS,HAYBALES,SILT FENCING AS REQUIRED.RUNOFF PROTECTION TO BE MAINTAINED DURING LENGTH OF CONSTRUCTION.EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS REQUIREMENTS- OF UNDERGROUND WIRES,CABLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FROM UTILITY COMPANIES THAT THEDESCRIPTION: SQ. FT. AREA: LOT COVERAGE: EXCAVATE: FILL: e,,,),,o.,, AREA IS CLEAR. CLEAR THE SITE AT LEAST 20-25 FEET(IF APPLICABLE)FROM THE PROJECT PERIMETER.DO NOT CLEAR OR EXCAVATE • LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTION:DISTURB VEGETATION ONLY AS NEEDED,THEN RESEED OR REPLANT AS SOON AS AREAS LIMIT ING OR TRAFFIC IN AND OUT THE JOB USITE•DO NOT DRIVE OVER SUNCLEARED EVE AREAS. YTOPROTECT UNCLEARED SIZE DRYW ELL: ROOF AREA: 2" RAIN PER HOUR: AREAS WITH FENCING OR OTHER BARRIERS.PLACE BARRIERS AROUND THE DRIP-LINE OF TREES TO PREVENT INJURY TO THE ROOT PROPERTY: 21150.0 SQ. FT. SYSTEM.IF A PERMANENT DRIVE CAN NOT BE INSTALLED BEFORE CONSTRUCTION BEGINS,A TEMPOARY GRAVEL DRIVEWAY SHOULD BE ROND ( INSTALLED WHERE VEHICLES ENTER THE JOB SITE. 8'dia.,2'deep(84 Cu.ft.) 400 SQ.FT. 67 CU.FT. PROPERTY WETLANDS: 1113.0 SQ.FT. 2 POLLUTION CONTROL CONSTRUCTION DUMPSTER AND PORTALAV TO BE ON SITE AND MAINTAINED DURING LENGTH OF PROJECT. Isi1/4 RN --t- 001<*b 3 SOIL CONTROL:EXCAVATED SOIL TO BE RETAINED ON SITE AS INDICATED ON SITE PLAN.RETAIN AS MUCH TOP SOIL AS POSSIBLE TO BUILDABLE PROPERTY: 20037.0 SQ.FT. 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 ESTIMATED AREA OF 1000 SQ. FT. - - - 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, MEETS & BOUNDS GROUND DISTURBANCE: +/- 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. BY: BARRETT BONACC1 &VAN W EELS. PC MNR A).IF THE DEPTH OF EXCAVATION 15 6 FEET OR LESS,OVER DIG BY 3-4 FEET. B).IF THE EXCAVATION IS DEEPER THAN 7 FEET,THE SIDES MUST BE SLOPED OUTWARDS AT A 45 DEGREE ANGLE ABOVE 4 FEET OR DATED: 9/27-2011 INSTALL SHORING . HILLSIDE EXCAVATION:EXCAVATE THE HILL BACK TO AN ANGLE OF REPOSE•THE ANGLE AT WHICH THE SLOPE IS STABLE,USSUALLY EXISTING HOUSE: 1086.2 SQ.FT. 5.4% - - BACK TO A SLOPE OF 2:1(VERIFY SOIL CONDITIONS). A).AN UNSHOAED VERTICLE CUT SHOULD NOT EXCEED S FEET ON A SLOPED SITE. EXISTING SUNROOM: 175.0 SQ.FT. 0.9% - /� 4 STORM WATER RUNOFF CONTROL INSTALL ORYWELLS(AND SEPTIC IF NEEDED)DURING CONSTRUCTION.GUTTERS AND DOWN SPOUTS TO BE IMMEDIATLY INSTALLED AT TIME OF COMPLETION OF ROOF.ALL DOWNSPOUTS TO BE PIPED TO DRYWELLS AT THIS TIME . EXISTING COVERED PORCH: 123.0 SQ.FT. 0.6% - - UNDERGROUND HOOKUPS(ELECTRIC,WATER,GAS,ETC.)TO BE INSTALLED. 5 PROJECT COMPLETION:FINAL GRADE TO CONTROL RUNOFF DIRECTION TO STAY WITHIN SITE.PITCH GRADE ALONG PERIMETER EXISTING MASONRY PATIOS: 1042.6 SQ.FT. - - - �� (WHERE POSSIBLE)OF LAND DISTURBANCE AWAY FROM NEIGHBORING PROPERTIES AND ROADWAYS.INSTALL CATCH BASINS WITH DRYWELLS AS REQUIRED TO CONTROL RUNOFF THAT CANNOT STAY WITHIN DISTURBED AREA. EXISTING GARAGE: 449.0 SQ.FT. 2.2% - - \ \ PROPOSED ADDITION: 312.4 SQ.FT. 1.6% 83 U.YD. 37 CU.FT. 1 L/.1 PROPOSED DRYWELLS: (1)8'dia.,2'deep - 4 CU.FT. 2 CU.YD. Z O ":"\7 ` TOTAL: 3188.2 SQ. FT. 10.7% 87 CU.FT. 39 CU.FT. )4-\ ---..,,,_„,. \ -........... ' ADDITION - H //2 / I grzessi ii \ , • ;\ /,, /, GARAGE y o\ q A, N 10°14'50 \ I \ 22000' Ci EL! 6' EL. 8' EL. 10' / EL. 12' EL. 14' EL. 16' \ELi / . 16' EL. 14' EL. 12� NZ LLI ::::..0,—,,,i C. I rn-YA \ i 0 ° 0 ,N • FLOOD ZONE O FLOOD ZONE I - _ EL: 1? • t`f` N N N O O O h o 1 g - ,..) \ Z IN l• 4 r1 z \10000001.'1* E- rn / / / l — a, 14.6 1RES — ,,� oI - MASONRY OVERvircxD WC I oWOOD Do / / / I o SUN CNI PATIO —FLOATING WG►OD RAID rn c•I ROOM ,CI / i \ -- . !\ rn I 1 .Z. ) , , , , !" \ , v7 I :•: o 7, 1 , I / O N1-4 X 1, / IA O 1°O CS S.cr, a; u -I-; �>.1� .3'`472 TORY N cd rn WATERrwri o a S > ' � ou L11 , METER • as r o g FRAMED MOUSE ° BITUMINO6S \))* EROSION SEDIMENT CONTROLS, O r NV1111sin �, w o \ lei, '�'R t Shall include but not be limited to: I: 2 MASONRY DRIVEWAY A well maintained Construction Entrance, 'n °' \ 5 3' PATIO Wire Backed Siit Fencing,stabilization & oc ...i,...: y ' , Seeding of exposed and/or inactive soils. V \ .-1 13•9' i,/ ' " / z up. Lr) U Cn •.—, DEE P ,-- \ r„ si --1rri ri ;' :3.0 04.3 �' 5401 aJ \ wool- u' � � e t , '\ N CI) E i �' \ l c ORT-A-LAV TO REMAIN r ..„ �+ _ �/ i Z O N SITE FOR DURATION I O HOLE cil p ._ % j' / �/ /// p 2 ,vim OF CONSTRUCTION 16. r,r... ti/ • \ i / / �.''' /� j' / ? C ° yifs aMn+... i„ +nye.,+:w.''2..,. 0 \ / ' "1 :` . < 24.4' .� cry, z 31 O V ! / �' / w o �l cn 47 ,, a w tr, z zO4 842' '�" Q z _ •, 140' , % • 0I- a 1 CREEK ° y \ - N ;13.5 . o0 ON \ \ r- Q u 41: ,n, GARAGE o I Z -- 1---- v, CATION �,S LL. N s''-'.'.--... • ``1 2'deep I ✓ Vin211 \ CI H OF DRYWELL ° Z N � 00—UT v, � ��.... 1 �_ TOP SOIL r. V / t_- r \ __ 2 cY\ areswi \ .� 1 i"��.,......` 8' EL. 10' EL. 12�' `� EL. 14T' -_ .�.......... �r � 'EL. 16' `41: EL. 16' � � EL. 6'I \ LIMITS OF CLEARING S 10°14'50" UoStoa -,t.71) mti es0WRLA- , 203 .00' MI 1511½11L gl1.X� 'b y W O h� DRAIl�IAGE INSPECTIO'S ARE 'EQUIRE0 Contact TOS Engineering at 76 -1560 before . Back$iil,OR Provide Engineer's¶ertification - SSITE PLAN that the drainage has been inst sled to Code. ,,g \\„,,,ti, -- s ..':, 0‘.1 0 SCALE: 1" = 10'-0' f` '` APPR0IIA# 1QF ATO.`. , MATER MA :Ai:Mt:Tins -c ,- CONTCOI PLA?i - 1._. ' r '� .s '" DRAWN: MH/MS Dater._�� ( /IA � il1� I ' .>'sF. I1 SCALE: 1/4 1'-0.. � : Ir .��.. ' tJOB�: Approved y .. � �fi .; � � May 27,2015 a� 1,:,,,,t:,:a..3s!' A`'-t. r' SHEET NUMBER: ..ii i REVISIONS: Z O H EXISTING PATIO 1 1 1 1 1 1 , 1 d , , 1111 / 11 11 I H 11 11 II 11 / 11 11 11 II S" , / Ltl 1 1 ..GfJ.11c.v n ca..J.15-1.1-.I.l:..2}G�S.G.h�_----. I I a) / Li] 11 ------ It ' I II 11 X ' I I 11 / ._ I I 11 J / LI- I I I l V- _ --£' _2_?8_P,S_FJ_g2.IZ C ,, x.i '' x EX._2X8._R _CF02010C- / �= - ry 11 n r.y �.__... I ,,>•11 I1*M+` I LU 11 I1 L.0 II II I / II I1 / 11 It / 00 -r '� INSTALL 16"X16"PIER AT WALL, E .4X6 GIRDER INSTALL 16"X16"PIER AT WALL,)1) UNDER POINT LOAD ABOVE UNDER POINT LOAD ABOVE FROM POST,WITH 36"X12" FROM POST,WITH 36"X12" CONC. FTG.REINFORCED w/ CONC.FTC.REINFORCED w/ V-0"0 —4' 3 —6" 1/—4" / #5 REBAR @7"0C e.w. (TYP) #5 REBAR @7"0C e.w.(TYP) 8x16 VENTIs 1 #5 REBAR @12"OC U 0 H :til . /1 AND AT FTG. , EXISTING SUNROOM F ) SLAB O / i 11111 A j 1.1 EX.FOUNU DATION EXISTING BASEMENT / - ---11 ' Ems'—.,, '-"111 - r` TO REMAIN BLOCK FOUNDATION ct E-1 tJJ 111111 p / 111111 3 1Ct 1.-1 11111 \ S,--..... O / nnu C) LALLY COLUMN "' ��1 ix) 2X2 DF#2 FJ 016"OC 11111111. I ON 2'X2'X1' N / mini O 11"" w co UP CONC.FTG. REPLACE EX.4X6 GIRDER' 111111 x ---+ (4)2X6 DF#2 GIRDER + ,--0 111111 N I 1 1 1 , 1,1,1, , , ,(ALT.: (3) 7-1/4 ML): , l /1 1 1 I 1 ) O 1 1II --+ 1 1 �, . F� . lip.. . 1� .. i... . . 1 �� M .1 i • r "1/��I 111111 1 k-. I`` �' / r-- I11 11111; � ~ 1 1 1 1 1 , V 'PiI / 1 !111111 , ;11111,I M, //' X 1 - , ——i \ .e / +I�/,'//J , / 8"X16CONC.PIER" 1,;;;;;;w rn w/24"X32"X12" 4"111 to I _=._EX,..2.X EJ_. ',lfa'.'_GC , 111111 a '—61/2" 6'—41/4" 3'—73A" 5'—111/2" 6'—0" 8'/ CONC.FTG. (TYP.) ;111111 tj / / / 1 / 1 / IIIIII, - 0111 1111111 '‘ / 1111111 u_ \, 1111" .../ CO N E 1111111 CO • ('I j � �.1 O / u11111 X / /r / !111111 N `u QN U•. ^N 0 I/ 1111111 d. (t, X �`.---1 fJ N omit*--- _ 0 in .r..� / .--111111 fr--+ LI. m C'7 � �.-i 1111111 EXISTING PATIO °� v \ \ 3 2X8 bF#2 FLUSH BEAM' ' \ (3,2X8 DF#2 FLUSH BEAM e Q o 1/ .. I\ / / > (UNDER WALL ABOVE) 1 1 (UNDER WALL ABOVE) �r r cn 111111 o L1.1 _ - -_- __--E'x_SERVICE O C4 � / ' NEW CRAWL SPACE WS V s ADDITION: imp CN mit,LA I I ----••••••,----- I U -x I / 111" P MOVE EXISTING AREA:332.0 SQ. FT. E a? (� / 111111),<1 O FOUNDATION MF) N �` CO / I11111 I u Ia ON �{ v '~ 111111 . Qµm '" CO ^ I— , 111111 , XIII/ ,--JLLILs.c. .---------�.'.r No ZmesmIl I r - r1 n1 C1 O W \ IuJ, L- I ,t3 /2X8 DF#2 FJ na 1F"c�c 1 11111 EXISTING CRAWL SPACE Q{ DIRT FLOOR um W unl O sc X , / unl oC j1^ 11111 ai '-� ` EY.surrIC "v / unl /2X8 DF#2 FJ 1„' I CA 17 111" 41- n / -° �\ f---- gi / 111110 @160C I d 11111 1II11 Nst ,I/ / �� N I - #5 REBAR(012"0CW` U / comi)- --i- ✓ co i / OI AND AT FTC. O - 11111 A I '�� - EXISTING PORCH ce4 vv'J 8x16 VENT 8x16 VENT ' °M 8'-10" '-0" 8'-61/2" N WALL LEGEND 1), i .8"THICK CONCRETE BLOCK FOUNDATION,3000 psi.MATCH EXISTING 4).PROVIDE 2-2X6 ACQ SILL PLATES OTHERWISE NOTED.ADJUST AS REQUIRED I L' (fDEC �- 2015ijL FOUNDATION WALL HEIGHT ABOVE GRADE.EXTERIOR OF FOUNDATION FOR FINISHED FLOOR HEIGHT TO MATCH EXISTING.SILL PLATES TO BE � , WALL TO BE REMOVED TO BE DAMPPROOFED PER N.Y.S.RESIDENTIAL CODE WITH A BITUMINOUS INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM SILL GASKET. FOUNDATION PLAN I I COATING. -------_._- _ ' 5).PROVIDE 5/8"DLA.ANCHOR BOLTS AT 6'-0"O.C.AND W/I 1'-0"OF CORNERS, "` °`" SCALE: 1 4" = 1' 1 . � EXISTING WALL 2).NEW FOUNDATION TO HAVE 16"X8"CONCRETE(2X4)KEYWAY FOOTING. INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A / — P.,Q R'z+y, FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO �;' Cy �� NEW WALL ON UNDISTURBED SOIL(MINIMUM 3000#CAPACITY).CONTRACTOR TO BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. �j �\�t4 Sc,? '% VERIFY SOIL CONDITIONS FOR BEARING CAPACITY PRIOR TO CONSTRUCTION. ■` 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE PROJECT NORTH v` , Wj l —i �4 . `,,' NOTE: 3).CRAWL SPACE SLAB TO BE 2"THICK CONCRETE.POUR SLAB OVER EXISTING BLOCKING AT 8'-0"O.C.AND MIDSPAN. ;1� ..•. N ..,.•, DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL CRAWLSPACES WITH EXPOSED DIRT.INSTALL 1/2"EXPANSION JOINT MATERIAL ,�" s' 16fr [INT.:2X4=4-1/2",2X6= 6-1/2",EXT.:2X4=4-",2X6= 6"] WHERE SLAB MEETS ADJOINING WALLS. • " 1. '" \_ DIMENSIONS OF NEWNEV( WALLS ARE FROM STUDS °� �° ( [EXT./INT.:2X4= 3.1/2",2X6 = 5-1/2"] 7,� :'t.,"2‘23,1,3,„„9,71 DRAWL. MH!M5 �-� ^-„�C; O� Iv1s. SCALE: 1/4"=1'0" JOB November 30,2015 ° —fr li 1 0 I '\ SHEET NUMBER: REVISIONS: VD Z O 1--d H g Z_, H P4 o w J D 1--I I H )--1 3'-3 0 o Q BUILT INS Q 1171 � .pG OPTION: REMOVE EXISTING BEAM AND POST-INSTALL NEW BEAM w/STEEL POSTS AT ENDS `\\` �•\ (4)1-314X14 ML w/(3)1"STEEL -OR- W12X87 STEEL BEAM -OR- W14X68 STEEL BEAM /2'-0" 2'-0" 7,_6" ••\\„\,.\., V-0"1'-4-" 3'-6„ '-4" / / -I CX145 / 32 OP Q \ bh i I I, 32"OPNG.FP d , �/ :;\, FLUSH HEARTH EX. LIVING/ DINING ROOM cn p I L4/ BENCH `s - EX. SUN ROOM 3 �\ STORAGE UNDER / I— ';'::• ••• •,--- .1.41==.1 \ O ` \ — \ \ I o 4 ;ti.�� O aD ...,]L SLOPED �`� I� —� �l -___ CEILING _ _�.1.i. _ z ir ' I I I VEiUk kS4646 1116'—g" , =' ._ Y�y. _ c 4&V41/ / `• i JP; /^��M -.,,� ►-� / I I ELECT}2IC"FRESH AIR" I i ,•,/ L. ^� C SK,LIGHT WITH , ' 1 IREM L/ND BLINU5 , ..(3)1-3L4X14MM.w/_(2)3/8 STEEL PLAT:S _� CA I II �_::� � . - - - - - - - 7. �I 1]I IG cp (Y�1 , , /� 7N e'!No i , , O 1 1 i `Ir(2)tz 8 DF#2 -1Q I ,, 1 �- '. e • �'\ N� N EX. BEDROOM ' I v'1 ' Iv 10'CEILING HEIGHT ' -,�.-- , - . (ALTERED) I I WAINSCOTTING H / ^ O\� u N 1-4 o \ ,/�////r//,/,� 4" Y////////�//(/,c 2'4" I. /�//� I I c, �, to 5 / �- / I (2)2X8 HDR. I I ( 2X8 HDR. _ cn oN n v / ',j / N y/// //i{ 2'-4" ////i3V/7516 6 X//,�///(//1 I2'-4" �///�///�//(//, X u O ) / i % --� / Aoki EX. KITCHEN °? v us 1 r,Ara 2-O —� '� / 1 �� % / 1 O / PROVIDE DRAIN PAN CJ 5 -6/z �, 5 -11 6 -8/z , / / '-'---, r/>� e / IrvPCALI �i EX. E RY o 00 °? / / o \— / - / .2,76! Wia ., I �' '=N i WALK-IN / = / o / o BATHROOM I- e CLOSET / / 5'-11" , 5'-6i/2"cq % "/ 2.-6�'� 4'-10" rr / N ; I r '� V BATHROOM / iv_ Ln v ' 4'-4 �t 7,—5 / o / '�./ / EX. $ATH 0 0 a` D ,4 cn �` �t / / x / ` / (ALTERED) / �' ir fr \ ; % ` 7'-5" 4 0�/z" WALK-IN ,...d„ N o w A ; /zzi 7.- CLOSET / O w N / 1 / v a j c2 SLOPED / SLOPED / 1 lit O v w I / / If) = CEI�,ING / CEI�,ING ; T ll I] I/ �—• �-II CO H - / / 1%— X a CO V d' / V / I r / / u F N I / tr.) N TEMPERED / // 00 N - - / O `CUT BACK PORCH AS W \ ////1 I I%'#.47 Al 1____:r_ I _ / I REQ.FOR ADDITION CON N N /�� (2)2X8 HDR. (2)2X8 HDR. / ( )2X8 HDR. ► ) CX245 TW2432 \ \ ,„irJ 0 I�'/`/ /// // %/ // —� V TEMPERED TEMPERED O 41$'-2�/z" �, 7'-4i/4" I 3'-93/4" CX245 AX281 TW2432 I• u . 8'-4W/2"± PLATE HEIGHT— ALTERNATIVE BATH LAYOUT / 4'-2" 5'-101/z" i, 5'-6,/4" 3'-93/4" 4 / WALL LEGEND 1).REMOVE EXISTING WALLS,CEILING AND ROOF AS INDICATED ON 8).INSULATE ALL EXTERIOR WALLS.2X6 WALLS AT R19 Z g PLAN. AND 2X4 WAL S AT R13. cIJ .. WALL TO BE REMOVED 2).PLATE HEIGHT AT 8'-4 1/2"+/-;ADJUST FOR MATCHING PORCH 9).INSULATE CEILINGS WITH R30 INSULATION.ALL CATHEDRALQ . 1 C� SOFFIT(VLF).ADJUST EX.WALLS AS REQUIRED(TYP.) SECTIONS TO BE PROVIDED WITH A 1"AIR SPACE BETWEEN ROOF 1 VT. FI_001,Z PLAN EXISTING WALL SHEATHING AND INSULATION.ALSO PROVIDE 1-1/2"THICK FOAM ilk fid+: 3).CEILING HEIGHT AT 10'-0". INSULATION 1'-0"FROM EXTERIOR WALL PLATE INTO HOUSE ON SCALE. 1/4" = 1' 0 �G Y r/////////7/7//1 NEW WALL 4). EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. CATHEDRAL ROOF PARTS. ' Schluter - KERDI-SHOWER NORTH WALL TO BE 2X4 TO MATCH EXISTING. 10}.ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEET ROCK. tj �\`{�54' , .,` NOTE: BATHROOM TO HAVE MOISTURE-RESISTANT SHEET ROCK. ♦ 4 l"" '�• \; DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL 5). EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. 1 �7".� a! ` \\i\ L 11).INSTALL SMOKE AND CO DETECTORS PER CODE. PROJECT NORTH rfet r �' �`� _ d - [INT.:2X4=4-1/2",2X6=6-1/2",EXT.:2X4=4",2X6= 6"] ��, 77 • ) PROVIDE 2-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS i �"t+�:t „ , .it..-7; . '77:17;-;7; �;-<7 t.,mow .. ?I,`, DIMENSIONS OF NEW WALLS ARE FROM STUDS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK 12).INTERIOR DOORS AND TRIM TO MATCH EXISTING. '1 t'` f�l,w� .il' i i i i i i s"bs,at"i i ;1 1,,,,..„,i ', ,,i i i i i i is,.os"a,e•i i i i i i i i i i i i [EXT./INT.:2X4= 31/2",2X6=5-1/2"] STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON 1... . EACH SIDE FOR MICROLAM HEADERS. 13).PATCH,REPAIR AND REFINISH EXISTING FLOORING AS REQUIRED. I, r 4 DRAWN: MH/MS __KERDI-DRAIN NEW FLOORING TO MATCH EXISTING IN BEDROOM.TILE BATH. -v,„ 7).ALL NEW EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE '71 u'2235`/A#�� • SCALE: 1!4"=1'-0” UPGRADES WHERE APPLICABLE.PROVIDE DEBRI-PROTECTION 14).PATCH.REPAIR AND PAINT(TO MATCH EXISTING) INTERIOR WALLS .-4q"-c, OF N .. JOB#: PANELS WITH FASTENING HARDWARE UNLESS OPENINGS HAVE AND CEILING RELATED TO WORK ON ADDITION. November 30,2015 IMPACT GLAZING. SHEET NUMBER: • REVISIONS: r-01; IIM MIIORMO - I' ...1 woi- . _ _____ ___ 0 ...., Flia lig ® J 112111 1==ir NIIIIIIIIIII - ........_ L own..., wilmi... • f N IrrAlk 1111 IL' Ilir 11_ - _ 1 rte, ►� 11I�I■1■ .. �I�I�I■ —w■ F-+ _ 0111111111111111111. - _- _ _ ■I ■1111■I■ �1�1� 111 ■1111■I■ e Q - = - - --13.x 0 .1111111111011111111I�I� ■�■I■IM W v) _ - ■1111■I■ ■111= WI W O o --- 11110101111111MI la la ill lall11111A1111 II ......................:-............... .........-- ................ ...........M - - - __ - - — t . - - _- _ ...-.._.._ H -_-_ �� — — = Wo ---- - -- -- - 1 1 1 I1 - O ■ 1 _ 1 ■■ ::: �� ::: I 1 ■� i :::: , ■� I 1111 _ . �, - ■16■ ■� tl ■ I _ Wi 1111_ - G _( . 1 I. mil mu. . ■1 ii l:::L& il■ o.. 1111■ �!B_ > , ■�■■1 ■ ■ 111111 1111 Q ■1■■1 ■�■■■1■■1 ■■�1 _ �, JJ- ir' " 1■■ ■■1■■■�1■M■■1 ■1■ ■ I. %VI 1■�■■■1■■■1■■�■■ ■M �; , - - - - IL•JP_ ■■■1■■It■�■■ I■■1 ,- .. h — i — o ® 1 M1.�.�� --._._.._........... — . , - PROPOSED NORTH ELEVATION SCALE: 1/4" = 1' cA o O � DU a pH H o N 0 r-+ N N a\ /\----- / u u z t CAU O r-I3 q y — .. • N 'O W , Emil W Osli U O 0 ■W1 -� 1 Mil* — EEO ,1� iii.: 11111 -EMI ■i1 44 44 ■1■ N 1--- -111■; D D ,t7 v U Cn • 0 • � r <1 EXISTING REAR ELEVATION -� SCALE: 1/4" = 1' 1, p DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: April 06,2015 SHEET NUMBER: • PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOI,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 :# MINI 1 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: '1"1"1010 mina- _ -_ , „ 111111/N11,10 a ail I1iiIIOLIPM 141 /�I� , _r 1 , Tess i Ad 11:11111116. ism Orli. ■I 1111111111L- r _ Iiiiii MEI -lama!! 11111111111tmemil ii • ib, siagiaism T eibilibh NIIIIIIIMIM=1106 NIIIINIMIIII nib. NNE Z gligell " :1:JAINTA mih, MI NI IN= ilhi, Noll - -,L 11, ri NM! -- M■ mini I H ,�' li Liii 11.• 1■ Q ■■pr 4111III 3 , 1 i' ..aw ■1 1 11■ o �, ..k."1.. 1 0 __ ' Ill iiiiiiii OPIP ii /1■„dam III NNE �- _ _I-, --,--- 1 11411 1■■ / /��\ w 1 jrala lig illillanaili . ci) ■■■■1 1 ■! - ■ ow. 1■■■■1■ I ■ _ O w -.wliiimi ■■■1H ir or ■�1� ■ 1 _._._ MEN 1111111111111111111 J - ■� Op ■ ■ ■ ■_ 1 _ IIIIII ■1 ■■■ 1■� ■■■■1■ T.ui.i.i ..in ', : - -11111111111111111011 ■ ■■1■■■■■ ■ ■u■�1 ■■■1■t _ I------ 111111111111111111111111111p - I ■■■ ■ ■ ■■1■■1■ -- -- ' ® - '- s..-- • .-- , . -- �. .. -- - wwve.mmimmai.=111111111b414a*MIEM6..,. Ai''' VD -, PROPOSED EAST ELEVATION r:4 SCALE: 1/4" = 1' Z 4 ou av OHi~ 4Dp� d c,.. a - �--a o tn cV o m d+N O =, /N_. I -6 4 u t bab as co Ln V r., v 71.1 v N N w3 P-1 Emil w 1 � V • , 0 O _EMI eS 1/111.01 El i 0 V)- .II , 4 EXISTING EAST ELEVATION H ril SCALE: 1/4" = 1' .- DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: April 06,2015 SHEET NUMBER: - PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOFSHALL 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 A....2 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS,ND 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: 1 1 nine .- *wall - r 1 — - — - — — 1111111713 ---- L 1 , ( , , 1 i r . I Iia V 1 ® e / \ / \ - — - - / \ / \ a I \ 1 / \ - // // H i - i T-int i -a_- - r - rf — — — — — — W O O — _. _. — — __.�.. a/ Iiiimi NoNNENN �, / \ ill IN EIN ___- III V1 _ -. Ell .60 linhilliall - ill IP '.1.;LH. :_l H I 1111111111111111=11111 NI II NI (7-7.) .. \ : . ...r II M_ ill I MHO ■-�■--._ 1�1�-�� -_ _.._..._._ ■ �, \ - — q;w�+ ,.... A•rye.•-+ear. :..T_ `�.'`�.'Sr.`et m--y�r-g.rm.A • . 4#1- _'• no' :Min Man ;d 1111 .!! m x PROPOSED SOUTH ELEVATION (1) .. .,, SCALE: 1/4" = 1' o ° 4 Z o4 fl kr) N 0 r-+ N N M O .6, u ft N o u /// \\\ \\• \ in U i_.____ N0 W P-, Ellimill Cn fil 0/ \ O / \ ri4 Cn \ Qi / \ {� / `\ IMMO a0 / N • \ r i\ /p U (an/ • . ;', — EXISTING SOUTH ELEVATION SCALE: 1/4" = 1' DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: April 06,2015 SHEET NUMBER: - PAINTER T©PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL N ETNOTIFY 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 A.3 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: z 0 II H g a 0 O a w 11 HI III O I--I H — I--1 3'-3 — . BUILT INS 1 ICII . Am., 1 • \ ,2'-0" 7'-6" 1'-0,, ,-4„ 3'-6„ 4„ / , i• CX145 / 32"OPNG.FP CD a) �\ Y It/ CpFLUSH HEARTH EX. LIVING/ DINING ROOM I , STORAGE UNDER `y EX. SUN ROOM O 0 Hz — c 4 / f\,I oSLOPED oEL ////. 1----1L 1 .� - ' zo H I I VELUk VCS4646 Il 16'-9" �' " /t�' /t; 4V-112x49-1/9 f' �. JPS �� \ I ELECTRIC FRESH AIR" I O / ' SKYLIGHT WITH ' •• i IZI t^ 4 vl O / O II REMCT dND BLINDS II i I , I. _ = .11..f..""'"''''' = A ('tel • O , 6 LL1—(2;277F#2 1 �� M M /. / x N EX. BEDIROOM \ . /, . ' iv'1 I y 10'CEILING HEIGHT , d �' i (ALTERED) I WAINSCOTTING , trl / ^" O v NI , I ////////j///////0 -� / zz" c` 4" / PO I — / / r / - % (2)2X8 HDR. ( , 2X8 HDR. I I cMr� m y 0 i _) r— / / I� ///`//I 2'-4" I%///.►5%� .frl/moi':%////.I 2'-4" /.f//// — ^•0 v / N Ln 0 % I / // / % i ' I I / cn M O / 1 / I // --� , EX. KITCHEN °; .5 / / rr) L.-- / / NY / 41" 5 �' X o _ pi, PROVIDE DRAIN PAN \ /� EX. ENTRY <a �, Ln ,�; :" 5"-61h" �, 5'-11" 6 —81/2 / ' �/\ U / ^ • i (TYPICAL)WALK-1N / = 0 / d D I o �, -BATHROOM9 // CLCSET / Lq " '/ / 4) 5 —11 5 —6�/2 d 6 —ca1/2 6 4 —10 Pj 1 / „ I „ ,/ " / I € _ C BATHROOM EX. BATH O 0 v m 4 -� 7 -5 / 7, o =� T //7/ A / / N (ALTERED) O O a+ i I ✓ 7'-5" 4 01/2" WALK-TUN I N o f -1 _ i / \ I CLOSET c44 A Nur 0 In ce \N / 72Z'l SLOPED I — L ____/\ \ • o o*c' vWlhi / / 9, = CENG I / � / N vu, I �_ [I ......iii OD I / / - o cxv I . �, N TEMPERED / / 00 I-_ -ct % O *CUT BACK PORCH AS W A p I --- I REQ.FOR ADDITION t \ CX245 TW:32 N (2)2X8 HDR. . (2)2X8 HDR. 0 (4 2X8 HDR. (/ N) QI \ iii� o ��i`i� riAWArF i �rUiiii% [I] 1:-] Q u 8'-21/2" Jr7'-41/4' 3'-93/4" TEMPERED CX245 IT AX281ED 1 TW2432 , a 44 9 , 8-4/s ± PLATE HEIGHT— , 4'-2" I 5'-101/2" Jr' 5'-61/4" 1 3'-93/4" ALTERNATIVE BATH LAYOUT ' filimil N 19'-41/2" WALL LEGEND 1).REMOVE EXISTIING WALLS,CEILING AND ROOF AS INDICATED ON 8).INSULATE ALL k6EW EXTERIOR WALLS.2X6 WALLS AT R19g . PLAN. AND 2X4 WALLS AT R13. I. J WALL TO BE REMOVED 2).PLATE HEIGHT,AT 8'-4 1/2"+/-;ADJUST FOR MATCHING PORCH 9).INSULATE CEILINGS WITH R30 INSULATION.ALL CATHEDRAL Q C1)- SOFFIT(VIF).ADJUST EX.WALLS AS REQUIRED(TYP.) SECTIONS TO BE PROVIDED WITH A 1"AIR SPACE BETWEEN ROOF ST . F L00 R PLA N EXISTING WALL SHEATHING AND INSULATION.ALSO PROVIDE 1-1/2"THICK FOAM di '' 3).CEILING HEIGHIT AT 10'-0". INSULATION 1'-0"FROM EXTERIOR WALL PLATE INTO HOUSE ON SCALE: 1/4" = 1' K4/////// 4 NEW WALLCATHEDRAL ROOF PARTS. 4). EXTERIOR WAILS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. _I NORTH WALL'TO BE 2X4 TO MATCH EXISTING. 10).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEET ROCK. 1 : -I Schluter - KERDI-SHOWER NOTE: BATHROOM TO HAVE MOISTURE-RESISTANTSHEETROCK. DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL 5). EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. ai [INT.:2X4=4-1/2",2X6 =6-1/2",EXT.:2X4=4-",2X6 = 6"] 11).INSTALL SMOKE AND CO DETECTORS PER CODE. PROJECT NORTH i --- 6).PROVIDE 2-2X;8 DF#2 HEADERS OVER ALL OPENINGS UNLESS q i"'- --_., 1 DIMENSIONS OF NEW WALLS ARE FROM STUDS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK 12).INTERIOR DOORS AND TRIM TO MATCH EXISTING. s" �I is"bss•" ~ [EXT./INT.:2X4= 3-1/2",2X6= 5-1/2"] STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON �"a'• �'� ..— EACH SIDE FOR.MICROLAM HEADERS. 13).PATCH,REPAIR AND REFINISH EXISTING FLOORING AS REQUIRED. DRAWN: MH/MS —KERDI-DRAIN NEW FLOORING TO MATCH EXISTING IN BEDROOM.TILE BATH. 7).ALL NEW EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE • SCALE: 1/4"=1'-0" UPGRADES WHIERE APPLICABLE.PROVIDE DEBRI-PROTECTION 14).PATCH,REPAIR AND PAINT(TO MATCH EXISTING) INTERIOR WALLS JOB#: PANELS WITH FASTENING HARDWARE UNLESS OPENINGS HAVE AND CEILING RELATED TO WORK ON ADDITION. April 06,2015 IMPACT GIAZI�JG. SHEET NUMBER: - 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 COMIw1ENCING 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 —5 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. Cd-ir REVISIONS: SEQUENCE OF PROJECT: STORM WATER DRYWELL SITE DATA: SCTM # 1000-115-11-12 1 SITE CLEARING:CLEARANCE OF MINIMUM SITE WORK AS NEEDED.INSTALL BERMS.HAYBALES,SILT FENCING AS REQUIRED.RUNOFF PROTECTION TO BE MAINTAINED DURING LENGTH OF CONSTRUCTION.EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS REQUIREMENTS• OF UNDERGROUND WIRES,CABLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FROM UTILITY COMPANIES THAT THE DESCRIPTION: SQ. FT. AREA: LOT COVERAGE: EXCAVATE: FILL: AREA IS CLEAR. CLEAR THE SITE AT LEAST 20.25 FEET(IF APPLICABLE)FROM THE PROJECT PERIMETER.DO NOT CLEAR OR EXCAVATE • LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTION:DISTURB VEGETATION ONLY AS NEEDED,THEN RESEED OR REPLANT AS SOON AS artPRACTAL.LIMIT EQUIPMENT TRAFFICIN AND OUT OF THEOB SITEDO NOT DRE OVR UNCLEARED AREAS.PROTECT UNCLED PROPERTY: 21150.0 SQ. FT.SIZE DRYWELL: ROOF AREA: 2" RAIN PER HOUR: e) , SYSTEM.IF A PERMANENT DRIVE CAN NOT BE INSTALLED BEFORE CONSTRUCTION BEGINS,A TEMPOARY GRAVEL DRIVEWAY SHOULD BE R. 0 INSTALLED WHERE VEHICLES ENTER THE JOB SITE. ' 8'dia.,2'deep(84 cu.ft.) 400 SQ.FT. 67 CU.FT. PROPERTY WETLANDS: 1113.0 SQ.FT. 2 POLLUTION CONTROL CONSTRUCTION DUMPSTER AND PORTALAV TO BE ON SITE AND MAINTAINED DURING LENGTH OF PROJECT. )5111' vp,.. p, 'T 0 0 11" 3 SOIL CONTROL;EXCAVATED SOIL TO BE RETAINED ON SITE AS INDICATED ON SITE PLAN.RETAIN AS MUCH TOP SOIL AS POSSIBLE TO BUILDABLE PROPERTY: 20037.0 SQ.FT. 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 ESTIMATED AREA OF 1000 SQ.FT. - - - 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. MEETS & BOUNDS GROUND DISTURBANCE: +/- EXCAVATION SHOULD BE AS LEVEL AS POSSIBLE.SET ELEVATION BENCH MARK PRIOR TO EXCAVATION.OVER DIG �7M ik ck FOUNDATION HOLES TO GIVE PLENTY OF ROOM FOR A WELL-DRAINING BACK FILL AND TO PROVIDE ROOM FOR ALL WORK. BY, BARRETT BONACC I &VAN W EELS, PC A).IF THE DEPTH OF EXCAVATION IS 6 FEET OR LESS,OVER DIG BY 3-4 FEET. 8).IF THE EXCAVATION IS DEEPER THAN 7 FEET.THE SIDES MUST BE SLOPED OUTWARDS AT A 45 DEGREE ANGLE ABOVE 4 FEET OR DATED: 9/27-2011 ' INSTALL SHORING. HILLSIDE EXCAVATION:EXCAVATE THE HILL BACK TO AN ANGLE OF REPOSE•THE ANGLE AT WHICH THE SLOPE IS STABLE,USSUALLY EXISTING HOUSE: 1086.2 SQ.FT. 5.4% - - BACK TO A SLOPE OF 2:1(VERIFY SOIL CONDITIONS). A),AN UNSHORED VERTICLE CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE. EXISTING SUNROOM: 175.0 SQ.FT. 0.9% - - 4 STORM WATER RUNOFF CONTROL:INSTALL ORYWELLS(AND SEPTIC IF NEEDED)DURING CONSTRUCTION.GUTTERS AND DOWN SPOUTS r.,," TO BE IMMEDIATLY INSTALLED AT TIME OF COMPLETION OF ROOF.ALL DOWNSPOUTS TO BE PIPED TO DRYWELIS AT THIS TIME. EXISTING COVERED PORCH: 123.0 SQ.FT, O.6% UNDERGROUND HOOKUPS(ELECTRIC,WATER,GAS,ETC.)TO BE INSTALLED. - - �• 5 PROJECT COMPLETION:FINAL GRADE TO CONTROL RUNOFF DIRECTION TO STAY WITHIN SITE.PITCH GRADE ALONG PERIMETER EXISTING MASONRY PATIOS: 1042.6 SQ.FT. - - - �N (WHERE POSSIBLE)OF LAND DISTURBANCE AWAY FROM NEIGHBORING PROPERTIES AND ROADWAYS.INSTALL CATCH BASINS WITH DRYWELLS AS REQUIRED TO CONTROL RUNOFF THAT CANNOT STAY WITHIN DISTURBED AREA. EXISTING GARAGE: 449.0 SQ.FT. 2.2% - - (\r'` i . \\ 'L. \ PROPOSED ADDITION: 312.4 SQ. FT. 1.6% 83 CU.YD. 37 CU. FT. \ • 1 CCL. APPRO117.D AS NOTED \DRAINAGE INSPECTIONS ARE REQUIRED I F/D /� contact TOS Engineering at 765-1560 before ' i / PROPOSED DRYWELLS: (1)8'dia.,2'deep 4 CU.FT. 2 CU.YD. O ( n :' ` DATE: I P.# tJ 0 ckfill,OR Provide Engineers Certification =-ti \ L- ,2.'1 t the drainage has been installed to Code. 0 � FEE: BY: �Qr/I// ?r I' \ ... "may'' NOTIFYBUILDING DEPARTMENTAT H n fTOTAL: 3188.2 SQ. FT. 10.7% 87 CU.FT. 39 CU. FT- /C 765-1802 8AM TO ,FM FOR THE �v I .�\ FOLLOWING INSPECTIONS: *-/-\ �`` w // H z (� (l �' 1. FOUNDATION - TWO REQUIRED ELECTRICAL ADDITION \4 � � FOR POURED CONCRETE ��I'�$P`CTION REQUIRED , I-4 z 2. ROUGH - FRAMING & PLUMBING rn / i , /• .. ►-� 3. INSULATION 1 / % 4. FINAL • CONSTRUCTION MUST i / j / , • p� BE COMPLETE FOR C.O. S /�' ii : /% ALL CONSTRUCTION SHALL MEET THE i /' / i �� REQUIREMENTS OF THE CODES OF NEW 7 ,� J P / / / 0 YORK STATE. NOT RESPONSIBLE FOR LACARDcy�REQUIRED // 0 ii I H DESIGN OR CONSTRUCTION ERRORS. i' ,/ ,,. COMPLY WITH ALL CODES OF ' / // 4 15 / NEW YORK STATE & TOWN CODES ' i / // ;` �' GARAGE AS REQUIRED AND CONDITIONS OF O ��I l r-C ,(D SOUTHOLD TWA ZBA DO NOT PROCEED-7 TIN N 10°14 5 0 \ I i / \/ , _ 2201-001 FRAMING UNTIL SU 1 I EL. 8' EL. 10' EL. 12' EL. 14' EL. 16' \EL. 16' EL. 14' EL. 12'y "r. ► ,alyil''.uRD OF FOUNDATION LOC'.I EL. 6' u`^I �j�/ �5 SOUTNOLD TOWN TRUSTEES HAS BEEN AF ®tl c:„. , ` J / \ \ 1 I --144„, FLJ o 1 / / N \� O ° � "� ` / O �N OOD ZONE 0 FLOOD ZONE ( \ N. __ EL:121 CD N r--- USE US!E IS UNLAWFUL --\ � � r...1 • N N 1/40 \ N. o r-- o LA nd i � � WITHOUT CERTIFICATE - O I \ o U OF OCCUPANCY \ Z 42.5 / / s �, H 4,0 Z / / I � OQ rn / / I 14.6 c� cz 1111 S� MASONRY OVERHEAp VU1RE�- (-Ta WOOD DOC .,, 1 SUiN pp,T10 ` waik TING lb WOOD RAMP `" n `, '""� ROOM ratelmt _ \ FLO \ % ( / �j 8 DOCK rn x I r� _ - \ \ \ ‘ Ill C ' 0 :..: ALL P!U'.33;tiG WASTE •pLumeiNG X I 1 �`: Q ' Q v o N G WATER . ,T� �, U PLUMBER CERTIFICATION &WATER uNES NEED r w m m ON LEAD CONTENT BEFORE Tl_STING BEFORE COVERING', �� ,47 .3 �- 2 S�QRY `, a �' METER o X o CERTIFICA EOFOCCUPANCY e" •� p HOUSE o BITUMINO6S 0 �, �, N SOLDI=FL'^ P If°�TE. 1111 \ III\ AME U �' \ -El w LDf.J ,✓,, ....R -_� DRIVEWAY 2 \ •s/ MASONRY 4 1 � 0 III 1 r, 3.0't•� 84.31 Urn Ati. s~ aJ 7' '4 , 13.9WO / �' i / o - os,to � Ul DEEP r" .� \ Ov W G W .Z l/ ri1i � a p to w *i~ f tI \ \ d� I'"/ ",i f� p �+ z ORT-A lAV TO REMAIN 40 j r/,- 4�i ; � o Z O N SITE FOR DURATION I Q HOLE , v, 73 Z •r- - ✓ i / i' / 1. Z u. OF CONSTRUCTION 16. p / Z •� °� /i % % ' ' /' / ? z 24.4' jF22441 Cr I 3� \ ^� V / / � wO m. i' oc GLl 4 ° z - ol- 84.2 -Ca) .1:i _ CREEK ® l / 14.0'i / b' ' `'`' ° m cc / N 13. o ° U (.3%'11/ \ \ d , r W" GARAGE ° 11. u- VEHM1 .: I Z <n- LOCATION �, - 1 2'deep I ~ Q Z �t 1- OF DRYWELL CONC. v, - �`... \irivial 12 �c TOP SOIL 1--- l WASH Q �✓ �`\ f �' OUT -� 0.1 ' ;, ��"" .; . 8' EL. 10' EL. 12�' EL. 147----- -- I ill- i i I I i 1 I + i i I I -I�P f I T I I i i I 'EL. 16' _cutz)d' v EL. 6' ` \ LIMITS OF CLEARING \EL. 16' i S 10°14'50" 203 .00' a .,A,,. . : SITE PLAN _ _ ...., e -] SCALE: 1" = 10'-0• 0 , „:g, '1/4.4.'1.1';' ' i " $C,�,`r DRAWN: MH/MS (r 77 } tr4-1/ SCALE: 114"=1'-0" ( �l9 �N�.4 N JOB#: ' 1 ::; 9r� May 27,2015 kj1 v..a 1:: SHEET NUMBER: --",- 'F ': '„;,.-°:-- S WM 1 REVISIONS: _ a� 'g I — _ --------z s —_ fr r._1.r[_-.� r-r _ r .! , }� _r�1`LT. L�1_ l_r�.t. i 1 , _._ -- _ d 1� Q a _ . 1_-. i t 1 I l _ ' i l 1 I I Llow �� up ed 0 - 1 I 1 i— f ill _'11 i_. �1_ - -_ I i _ Lim _—� ■I■■ 1 -1- 1 ■I■I■I■ L - - �—+ 1 li l .T 1 _ 4 ; 1 1 [ _ 11 z -, !�I■' -, NUB ,-r--� n —i— (24 -co _ ___ ■I■■ -'1---- ■i ■� - ■i■�i■ -- — '_ : - •1111•11 - �__ I I- 1 1 �_,i. I .__W. _. .-_ -:---1-' 1 �___ l– -[-- 1 [ , i • �.i III I_ 1 ._1. ��. _� i �_ _ _ +, I r. ,.... I i_ _.. i.. — r-� [.� 1_ L , ,, � _11 • , , ,, .._ In _ TT 2. [ 1._. 1-11-11711 1 L _�v 1 a r r err_ 7-1 - �_ T - --1--1-- ,� c rrr� '1 T T --}'.r. PROPOSED NORTH ELEVATION SCALE: 1/4" = 1' up o x ›, O z a u a � H 11." a � r....4a r [L N 0 1-4N cu 5 PO fs X O� v ,rd e /\----c'.41--Ice,L?\ da) rui= 4tilik in U 1.'4 E cu, moi+ ^" - iiia - cc N o ., tilrn Ft1 U ;141 M... rtzT4 tu2 —. RION 111111 <I . �l�■� - ■�l■ N 111,1► U o LT, r . . , , r___, ,:=, , ....,_. , , EXISTING REAR ELEVATION , . . • , _ :1 SCALE: 1/4" = 1' !.• .,,_ � • 11., (s'`\, DRAWN: MH/MS /CO • -.57� Cti , , SCALE: 1/4"=1'-0" , itr ;,. ;;) NJ. a; JOB#: i` bra; i- May 27,2015 ::tom} zA;-a „ 'L ° SHEET NUMBER: ", :;22334..x'-4® r milli 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. REVISIONS: 1' 4. t i A 1 7.C.i. ,17-- •4' _ Hi_ r 1 7:,'' 1 Erl 1 F '� I I l J r i ( '-L- 1 _ 1_ 7 -,N114Mmiiiimmi F1._ 1 _ ...4 1_ :,;, _ ; L11_ I —T� 1 r� C ■ISI■ _�_� O -1 ► , ENE L.. __L _- l.- Ill MEM -I-1- . ..1 i,. w 1_. W ITL, ..17-:,-4,7f---:N,, 1..__1_ ___ 1_. - 1 - o a1 --T ; 1 _ 1 ,._____t____ o d 1111 L_Li 1_1 I .:,-..---,e7)-.4.71 j IL 1.4 w __( .i _. I I._ ._L_.L_ __ -_..moi " __.�..._ I-. ...,�__.._ ._.�..,_�_m.1._- 1.r___i __._ 1__.. T 1 H 1 1- 1 Intl — f I 1 TI All 111 1 __ 111 - I11 1 Q '11j1 .1 _.�. J ;" , r _ _..i 1_._LTiL._...r 1 ■■�■ ---- .-. -_.,_1_.1- . __�,.-r�... III �I�T11 . I_�11 I I _ - - ._ �__�_ --- _ `� .i LL' __ ' -_ --I- ' Y 1■1 ]W I . -�V I. 1■1 :1L-1----11F-11.�_ 1 1 _ I 1 I I=._.. ii j i 1-_ 1�1_ 4------1 _1_-i __�__ r _-1 ,__�kr:::7--L.: ' , t`ta � J_-I (1 i 1_ 11 I _L T �_ _L �_i. J.�.__;1 _._ ! 1 1 r_l 1 -7-- T �_ J 1 I _L- 1 _ � �yl�lt` _ I _� _ _1�1... -_ �-1-7- i I. 1.__ 1. L _..1 r i l r .i _ _ !iJ — 1 r ��j l I. �- F. T r r_ ` � - \ - - -. I r -47.=){____t_ r: - - 1111111/11111111111111111 '.'.. 7,- a . . - � — - ._;,•' .4-1,:-47� : � �e:-. � PROPOSED E ELEVATION (L) A C) ,..,< F z SCALE: 1/4" = 1' o a � H ;-, off ,.., 5 td a r--.1o (t_, N b ni MMa. C.a, 0 '-' x o � o u a N iii .G W G ig, r ,framl d' / �r U Utriff/4 F2 03 N H mrzlei g rir=1 NIS cn ' r �I EXISTING EAST ELEVATION ,'.s, SCALE: 1/4" = 1' :,., ; r �° DRAWN: MH/MS •"tay - Y� SCALE: 1/4"=1'-0" C" A .1P-7 5774 - -�!,' JOB#: i.= `, :%..,.,. 1-4 1 May 27,2015 ir '.. "•.�� r SHEET NUMBER: '''‘'-/ "'"'''''.1 s''' Alk 11=11 2 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 _N, Op Nc.:% ..";.- MANUFACTURER'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 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: w filjj e TrK e a _ � .,�.�.-----_ �._,_—_. „..,.-_.�...—.._.__. fir..—__-._-__.� '�- �.�...,:-.._ - __,._..:_____..... _�__::.,�._ --..-_..—_.n.,� mow...._..._-_ _ _ _ a -LL R.M . , ±IZr 1 -__-__ 1 _I l�_ l_-_ - - -_ - .. — - --- _-___ T ` T __z i -- ....-, _-- ,....._-__-�.,..,.._----- ___ -""^^'___mom..,...-•-__--.-._--_--'--...,, v.,�._.,�--__.___.�—.�.:,,- -- _....,.w.:.".,_-.___.-�_ _ -_-- _ _. _- _ ------ - -"----` .�,..,_,_._. --.—___--_---- - - •-,_ ._..._ �_ Hi__ Ha ...i-._r r_._ ��. iEa - - ,I ,� - �_ �_ 1 1_(__ (j_ I I r' � _T �. , -_, i -=-� �. t_ r I 1 i r� X01 l T_ k i 1 .i _1�._.i- Via. A ( L j_ _ 1i � I i Vii_ T i �_ i:1 �Z ! T �, _Ji ri 1 , I. J__ _4_ a) . __— T 1. f _ _ - - I. '0 I , i ELF 71 I r _ ..,...., _T_ T I ) C-' r f 1 T-- r 1 r---r ritiglEEMS L _ E'-='P'zz-_ _:_,._tI_Y ,.;„--.r7--.:71,- • m-Zt-r- -'-1 -717.,-..,:__,-k. i -1 r...-.L,_.._i�-_ - fit"'--'. �T - n :� _.. .:. „-1t;_.yt,,. �,.5:ram''1�.F;.-,e_=r- := o`'.;:$_�,.�lr.y`.� _ __ — _ - ,� ��-;C-�.�� ..,rte PROPOSED SOUTH ELEVATION o SCALE: 1/4" = 1' O au � U O H E-a H � a r--a o (T N O N r. tM aN n Ov CoA cch ch co O T.^4 U O , w U el 0 In 4 0 eta 1-1 „g u CO , ., .L ., '' U x Cl.) � :°" t!a cz ,'� `' ,' `, N CU E a'oa E w w U H th ' . : : 1 :. , 414 Cr) ' N g ♦_, W r c.) r„ . J , v. I EXISTING SOUTH ELEVATION1 Z ...,: „.,, .., � 7c4,-4,,,,t.\ DRAWN: MH/MS SCALE: 1/4" = 1' 4, � -p (��,, SCALE: 1/4"=1'-0" 1... A\ is ►':;,.r .�:`, �-'� JOB#: .1 ;,; >` ' d N May27,2015 �^�: SHEET NUMBER: p h :\sk ,. X12339 .yct �;°0_ �Wy,� � 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: I 1 ' V1 J 0 1 H EXISTING PATIO ' 1 1 1 1,-4 1 Ha-1 1 /.....) z o 1 h--, 1 [� 1 ,_U_,/yVl 1 Q 1 �/.1 Tn I O 1 w 1' I II F' = 1 [F� I i 1 /�-1 I II I 11 II 1 I1 11i = 7 1 II / 1 11.a / 1,- I I I Li- • - .��: Ems:.-Z.X.ELRS11-4 .0 C2?C__._7, y: :: , 1X,_2X8_RS_F.L.V 2,0.SSC.-__—, , ra I 1 r N 1 >: I 11 X _ W I 11 W = I 11 , I 11 11 O " CE = 0 INSTALL 16"X16"PIER AT WALL, EX.4X6 GIRDER INSTALL 16"X16"PIER AT WALL, ......3D • UNDER POINT LOAD ABOVE UNDER POINT LOAD ABOVE FROM POST,WITH 36"X12" FROM POST,WITH 36"X12" CONC.FTG.REINFORCED w/ CONC.FTG.REINFORCED w/ f1 , /1 I Is 1 1-0 —4"rl 3,—6 1 4 #5 REBAR @7"OC e.w. (TVP) #5 REBAR @7"OC e.w.(TYP) (U (I) [/� 8x16 VENT v o �+ J 1 ii, #5 REBAR @12"OC 9 0 H rz I -� I. AND AT FTG. a EXISTING SUNROOM 0-171♦ \ c � .../ II} SLAB O U . 111r '�' 4 f .i_. .j`pl./)l ' , """ • I EX.FOUNDATION EXISTING BASEMENT p .o "" BLOCK FOUNDATION H [_I 1�, -11111"ct-- TO REMAIN 1 W LL y 11118/7 • 111111 0 O c� Inn, "v 1q F..) • 111111 P`7 Mir, Zi co 'a 2X6 DF#2 FJ 016"OC 1,111; LL 1.--.4Ln I / 11111D 11111 N p 11111 x UP EX.LOCUST •, 11111 N POST• I 11111,v �� O } '__ 1111--+ - a CI o D 4 , "11 I EX.4X6 CARDER 11111 , y o, , , 11,11, I \ r • I , tlllll , .� 11111 D �-_=1111 � 8"X16"CONC.PIER ;;;;; a is ". w/24"X32"X12" i' D I Y ?25sI.E1 at:mac_S?t j . CONC.FTG. (TYP.) 11111 U tD '11 11111 N 1-f I 11111 1= 11111;LL 1-1 4.1 p'I 11118 0 N , ,, 111111 CD C; I 111111 X ,t, Q '—O" q u ill N LILL. -__ co-" M Q v N t 4 IIll11 .y^. v1 L. C ++ CV , 1111111 Xif) ? I \ \ --oma (31 2X8 DF#2 FLUSH BEAM' P111i%Aim (3)2X8 DF#2 PLUSH BEAM EXISTING PATIO a' a� r-1 ., N ..,� �� (UNDER WALL ABOVE) I I (UNDER WALL ABOVE) uj x I •"111;Q[ I \ -- nrr1Rm- \ "Cr Z Gi-1 U X '''a 111111, O _ - -----EX.---.-EX;-SERVICE rd c 5 - per` NEW CRAWL SPACE N A : I _ 111111 4 1_, • 11111,w CV ---„,w/lt—_ •^'i, f7G ++ ~ 1 o ADDITION: ii:: A I 1 ' 11111, p REMOVE EXISTING, ' AREA:332.0 SQ.FT. °' �+ ( ' 10 4 111111 ...co I-OUN1>ATION (VIF) N \� U 1•'-I y.. d 11118 „ ' LI: Q Ql m ^N I 111111 I � X—T 1 z �..1 1 I r ry ` 'O W ”) > \ EXISTING CRAWL SPACE /?XB nF#7 F 1 1116 0C/ 1 --.�a'i�d_; 1, DIRT FLOOR co • 11111 W �� 11111 1 - --� - - _ ._, . 11111 � I , 11111 F� . r �y ., 1 Q 11111 _ __ I r �i� \ ----_�FS_11,�� d� II111 t,/�� 1 v N, fl 1111: 0 @16"OC o fin. . _ W I 11111 co a. !�. `L " I 11111 X s" , " ' n' cV - #5 REBAR @12"0C V 0 , inn v O "inn I • c AND AT FIG. �( C n / , kw a'' ° ° ,0 EXISTING PORCH \ \ \ ''. 0 • p v 0 • b 0 . . 0 • DMIMI 0 G. • , -'—'c un „rI 8x16 VENT Bx16 VENT 1 0t • 8'-10" /2'-0" 8'-61i2" • .1 H g 19'-4/2" WALL LEGEND 1).8"THICK POURED CONCRETE FOUNDATION.3000 psi.MATCH EXISTING 4).PROVIDE 2-2X6 ACQ SILL PLATES OTHERWISE NOTED.ADJUST AS REQUIRED FOUNDATION HSGRADE. BITUMINOUS VOTTPLATES BE TOu, BE DAMPROOFED PRN.Y .RESIDENTIAL CODE WITH A NTALLED OVERCOP-R-TEXERMIE SHIELD AND FOAM SILL GASKET. FOUNDATION P j , , WALL TO BE REMOVEDK/ COATING. — 5).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 6'-0"O.C.AND W/I 1'-0"OF CORNERS, SCALE. 1/4" = 1' 5 =-- _....J EXISTING WALL 2).NEW FOUNDATION TO HAVE 16"XB"CONCRETE(2X4)KEYWAY FOOTING. INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO rZ7,..(/ZZ7ii.i/IZZJ NEW WALL ON UNDISTURBED SOIL(MINIMUM 3000#CAPACITY).CONTRACTOR TO BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT, S VERIFY SOIL CONDITIONS FOR BEARING CAPACITY PRIOR TO CONSTRUCTION. 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE E PROJECT" N0RTH 111.\\ NOTE: 3)-CRAWL SPACE SLAB TO BE 2"THICK CONCRETE. POUR SLAB OVER EXITING BLOCKING AT B'-0"O.C.AND MIDSPAN. ��► DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL CRAWLSPACES WITH EXPOSED DIRT-INSTALL 1/2"EXPANSION JOINT MATERIAL N ;*`•t :4 ; milliammomm [INT,:2X4 =4-1/2",2X6=6.1/2",EXT.:2X4= 4-",2X6 = 6"] WHERE SLAB MEETS ADJOINING WALLS- ,�• °'It" * yA A.N DIMENSIONS OF NEW WALLS ARE FROM STUDS if r, ' [EXT,/INT,:2X4=3-1/2",2X6=5-1/2") 4, -, .4'' DRAWN: MH/MS ht ., SCALE: 114"=1'-0" f 1` I1 , JOB#: �i A `- 44%.01 �� ' May 27,2015 • �'";, SHEET NUMBER: Y DISCREPANCIESBETWEEN THE DRAWINGS THE SPECIFICATIONS,AND THE FIELD CONDITIONS AND SHALL REQUEST I PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN 'CONTRACTOR SHALL NOTIFY ARCHITECT OF AN DIS Cl ,A R Q ET CLAR FICATIO)`1 BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS OR 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 ALI.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 O PRIOR TO P,ECEIVING FINAL PAYMENT FROM OWNERS. 1 REVISIONS: CA z 0 H g W z E-i °o c a w ----- -- 1=• •N5 • CA = 0 H ® II _ 3'-3 O m BUILT INS 113- 4:1.. OPTION:REMOVE EXISTING REAM AND POST-INSTALL NEW REAM w/STEEL POSTS AT ENDS - `\ ,`\\; (4)1-3/4X14 ML w/(3) 1"STEEL -OR- W12X87 STEEL BEAM -OR- W14X68 STEEL BEAM 2,-0„ 7'-6» '\`\\\\ \ � / / �, \\\ �\\� 1'-0„1,_4„ 3'_6„ 4” / / \. A CX145 3s°CMG.FP Q :�� `°� �+ C�, FLUSH HEARTH EX. LIVING/ ROOM p I �-� E cls _ � EX. SUN ROOM tx ` !t : \ (yy- \ STORAGE UNDER 441101.111111111 II - ',; "'-�._ 0 {-� i I: 4A4 p U •� XikLJL • EILING ---r�r Oyu/ •_.._-.._. i ■ . I ty H I ��- ..-_.... — -.._. I �C /C54646 I 16,-9" ,,a=� C2 / � �•+ a -vzx.aa-v� I t UP r-+ �---� a ■ C 1 ELECTIICC?FRESH AIR" I■SKYLIGHT WITH I r.--.1r.--.1 � REMOTE/IND BLINDS ► - - 1 iI It IN q:\-- -‘ - DI � 2,1,/::I' tI — 11-. j i I i"(2; „-2. --IN1r DN , i LTJ 71 1 �■ ■�to 1 cz ). a N� NX. BEDROOM / fl L._._ ') r''1 IN 10'CEILING HEIGHT --- '� - ■ (ALTERED) t • I I I WAINSCOTTING -I ,n , - ' I , ao O V N„ v 1 I 1-1 O %//.r//` ///// 4'-4" ��G�j� 2'-.4�, r'�/�///; M I V ( I 1 0 I I N / I - J�j (2)2X8 HDR. ■ .. ■ ( 2X8 HDR. i 1 1 cn en m o ) % l....) / r� '/////1/r//.I 2'4" %/�/ s �'�,.�J .> ////.i 2,4„ %/.%/I /// x In S. — u 0 / / cel � / m I I i EX. KIT CHEN / 0 x c 5,_61/2„ .'` 5'_11" ; 6'-81/.es2" / �'Pil (3 EX. ENTRY 'Li a, Ln .. (TYP CAL) = ' WALK-IN % / - i,v ,, Cn BATHROOM �` / / 5'-11"�, 5''-6��2" / ti7641 111 ! / 0 0 cr,a En / y01/2" N O W ,ice Or cV / / 1 / CLOSET / �.., 4 / /�*�' rod ►ice'/ ( l , `� / a CEI 1NG a / 1 01 „/ / T�4 .� v W I / / x �y / _ I I I N / TEMPERED / 00 v N : - / O „CUT BACK PORCH ASH 4 ,_-- g 4 1 •//%T7?T�r7T1�'- 11TT.z222j� f� 21�j� REQ. FOR ADDITION _ 11 G11G�'-dl �CX'o-$�FLG :•�-�-c-�a TW2432 l N W (2)2X8 HDR. ° ('2)2X8 HDR.R. -,r (At Ilil.�� r I"0 .u g'-21/2" if 7'-41/4" .f, 3'-93/4" TEMPERED CX2 S TE AX28RED 11 TW2432 1• 12 0C) 0 -..lo ur) tin 8'-4W'± PLATE HEIGHT— 'I.t . '-2" _ 5'-10'/2" 5'-6/" 3'-934" gt, ALTERNATIVE BATH LAYOUT / / / 19'-41/2" WALL LEGEND 1).REMOVE EXISTING WALLS,CEILING AND ROOF AS INDICATED ON 8).INSULATE ALL 8EW EXTERIOR WALLS.2X6 WALLS AT R19 PLAN. AND 2X4 WALLS AT R13. '• U r i (490) N.4C1) WALL TO BE REMOVED 2).PLATE HEIGHT AT 8'-4 1/2"+/-;ADJUST FOR MATCHING PORCH 9).INSULATE CEILINGS WITH R30 INSULATION.ALL CATHEDRAL 1 ikN SOFFIT(VIF).ADJUST EX.WALLS AS REQUIRED(TYP.) SECTIONS TO BE PROVIDED WITH A 1"AIR SPACE BETWEEN ROOF .LT�u L.� �� L g EXISTING WALL SHEATHING AND INSULATION.ALSO PROVIDE 1-1/2"THICK FOAM — "i ^ i - - 3).CEILING HEIGHT AT 10'-0". INSULATION 1'-0"FROM EXTERIOR WALL PLATE INTO HOUSE ON SCALE: 1/4 = 1' 0.~ CATHEDRAL ROOF PARTS. E222222Z= NEW WALL 4). EXTERIOR WALLS TO BE FRAMED WITH 2X6 DR/2 STUDS AT 16"O.C.. Schluter - KE Rn I-SHOWER NORTH WALL TO BE 2X4 TO MATCH EXISTING. 10).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEET ROCK. WSN iNOTE: BATHROOM TO HAVE MOISTURE-RESISTANT SHEET ROCK. ,► - DIMENSIONS OF EXISTING uhaLLS ARE FROM FINISHED WALL 5)•EXTERIOR:SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. n��In[] u_ " _ _ „ 77 INSTALL SMOKE AND CO DETECTORS PER CODE. rJtrf(� r ' �' � A �'�[INT.:2X4- 4-1/2 ,2X6 - 6-1/2 EXT. 2X4 -4",2X6- 6 ] )6).PROVIDE 2 •2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS w•°" rj- ' +,..„ - - - - , .- ••'"9"„*L °■"'"�"�'"■ UDS 1 ) ,NTERIOR DOORS AND TRIM TO MATCH EXISTING. mow, .......„,.....,_ _,,.. ,1 ;y DIMENSIONS OF NEW WALLS ARE FROM ST STUDS ONS ECOH SIDE OF OPENING.PROVIDE 3 JACK STUDS ONK 2 Ae.+� t.A•.s .�i.i��i �,,,,,,,,,, - [EXT./1NT.:2X4= 3U2",2X6 =51/2"] �, , a N `*...611z,vJ4, EACH SIDE FOR MICROLAM HEADERS. 13).PATCH,REPAIR AND REFINISH EXISTING FLOORING AS REQUIRED. le \a DRAWN: Mil/MS �■•--<EtmI-DRAIN NEW FLOORING TC)MATCH EXISTING IN BEDROOM.TILE BATH. (I `° 7).ALL NEW EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE ,° (,, .; r �y'"►a n SCALE: 114"=1'-0" UPGRADES WHERE APPLICABLE.PROVIDE DEBRI-PROTECTION 14).PATCH,REPAIR AND PAINT(TO MATCH EXISTING) INTERIOR WALLS ,G: `£''<, ••") r� I JOB#: PANELS WITH FASTENING HARDWARE UNLESS OPENINGS HAVE AND CEILING RELATED TO WORK ON ADDITION. f, m "� } e-t.� f May 27,2015 IMPACT GLAZING. 4�='r Z'y, 14.e SHEET NUMBER: 1• u,Z2339 ossa EE PAINTER TO IPRIME 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 MA,NUFACTU)RER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALJ.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: // // % // / / ?' i/ ` / ! / i / ' ' / - / / /% ' /; /r / / / / / / / % / ' /' / r /7/ r / :' / / i i / / / i' /'' • /, / / . / 'Y' % /" / / / // / ' / J ' i', / , / / r/ /r i t i� j t I /• Yt / / r' / '' /•' � / / r / �,' �, j/,1 1/ `,, /j', / ' /i r� (,i/r f / / / J/ // ,/ //j // // / / /� i O /j/ , / / r / / /f/ / % j / /EXISTING / / / '// /�' /' l•-....i STORMWATER MANAGEMENT DETAILS , / f%' / / ' H • t / / %r j / /i / / T ../ / / / /, / / / / % J I / / / N. 1 .S■ / J/I 1 j i / // %, / //// /' , %! r '/ j / l " /! / /1,i / /r // /i / / i r GUTTERS DOWNSPOUTS DRAIN PIPE i % J, / ' / / / / t / i / / /' ,' , ,- / ;f/F � ./' „ r f- j -! �.i H GUTTER SIZE ROOF AREA ROOF AREA DIAMETER OF ROOF AREA ROOF AREA DRAIN PIPE / .I t i i/ i '' ' % % /.J/ rr.F / , i / % ! i / ' ,' v / ' / i 1/8"SLOPE GPM 1/4"SLOPE GPM -,i _../_,/__ e'_-„'_ /_ /•e J / J/ ' / i!' / / ' �'' (INCH) a 1/16"SLOPE @ 1/8'SLOPE LEADER(IN) SQ,FT, GPM DIAMETER r%`I-_-/'--�'-'-,'`'--/-- ' f'--r'--, f--t-- -y''--><--.' t-->`=-, ---Pit --r / / i3 340 480 2 1088 46 3 1644 69 2320 96 :/// L" -7r'-- --j--/i�/y, _fj- -.7•• -.^ , ,% fJr !_j,1-'-!/--/-- -?� / �r.._% -' /�./C / / ! / /; i /11 /} I ,"1 I /w i / 1 I J! / / / I X / : / .r' ' I I / /r' / ' I r i/ �/i4 720 1020 2.1/2 1974 82 4 3760 156 5300 220 i '•'1 y� i` � / / /� /J // / /' % i / / /1 ' '/ ,,/ I 1/1 1 / /% / // ' J i' 1 :'/ O 5 1250 1760 3 3220 134 5 6680 278 9440 392 / }% / / /r ,c i/ 11,' 1 ' I I, / / ' % / / % / / / i i ///,7‘7::,,,,,/:"// G / I x, `� Q 6 1920 2720 4 6920 288 6 10700 444 15100 628 t I / r ', I / r / % '/ //,/://:1: / t)' / ://////r/i/:///::///,,,,,/'7','/"//El:ST:11;\ ` VDy r / • • � j / /'11 vl' r1 I / . /'I t //' iJ // / / /�• /,/,, // / /%✓ /% /" / r /'/ // / ' i,' ' j, �/1I / / " 1 /ii / r/1 '/ O r,' �' / /. / / J /r / / / y / j /' f rILl N'N'IL11. %.,...1 Oil I 1 J / j` / I, / i/ 'EXISTING/ ' / // / // i' / .. i, /{, ,// i/ ;moi %r j / j i i. ��/ I I ✓ / r/ / ' / / iJJi% / i' I / /; ,,ti / !' / r / //' 'it'I Q ...:/_ jr ROOF AREA:598.0 SO.FT. // . / / i- / :// / /' " ` % % / 4' (2) / r / ,/ / t li AT 100%WATER RUNOFF:100.0 CU.FT. , • / / / / / / / // / ' / WO (2)2X10 DF#2 ,/ /r '// / / / / // ,/ i' / i' i j / / / %� / J % i! / , i' 1 /' / // r % I Ir: PROVIDE(1)8'DIA,X 4'DEEP DRYWELLS 1 -� /'' ' JJ / / /' �" / ;/// r / /` , 1• ,' i / j // / // EXISTING ./` j ,,i,ii DRYWELLS CAPACITY;169 CU.FT. N i i N • /- Jt /' ///f /' / % / / /, J'' /!• // ///' i,i /,i /:///://:::://1 / / j / i, j r' /j / / /,,' r I �4! VELUX VCS4646 4C / , / / /' / / / j / / / ;! b'f '' /' / % / -1",,,, ' / ;ItLL. I 49-1 2X49-1 2 / ' // / i // / / / j / ` i ); ''/ r�--',-„,:'..:(1,' ; 1 ! j / / , f' /' /12 0 . ELECTRIC"FRESH AIR" 1 0 /r 'Ii tJ' // i J // /' i/ j / / // / ' / /1 / /// / / i .1 "/" ., / / i / b� O O i ' S I I/ i� / ez.i'://' %SKYLIGHT WITH .. ' r X / / / / �;' I N REMOTE AND BLINDS N - • i''_ w / _f..r_-r. _- . -/.:�_y/l-„,'_-/_ -7 _ . L-7'---7_-'” - --_ -7.'' _/__ /-_ ! %u _7'-"_. , 77 R. � •-'''... f..0„:,;,,,,,,-. / y / / / i/ / /// / / %/ / / / / / / 1 �// „,',/// / / i;►:11.44•��411111 ik , ..---_____ ___,.. ,:---o. DRY WELLS TO BE 10' MIN. r._ 2 ._ .1 % %,' /.% J / ! / / • i / / ;f /' / / / / j,, / j/ / %i / AWAY FROM HOUSE 1 . 1 `/`,.:% (2)2X10 DF#2 // s/ / % / /' J / / r j i / ; f % / / / / / i/ ' 1% / / / i / / / ;/ /r I / / / /' / /// f ^, M% / / / J / / I I / rl ,I / i / i / / / ✓' r , / / / / /, / / % / % / /, / / / J ' / 1/ / // ' / / ir' It I % I / / r / / // 7 r / / %/ // ./ / Jr / I ' O U / 0 / / // / '' / I '/ / / / / /'j % / j I t. a ' / ' ' `(2)1-3/4X14 ML RIDGE / / ! / / f / / 1 f j r / ; // / 'I /Y / / / ,, /' / / 1 / / / / / / ./ / / / , i / I I/ / O / / - _ ! ! / / j /, / % /,1t / / / r %% i / ,/ / i -� f / V..czt TTJ/ i/ / / ' / / , ' r• / / / / / / / ' / / r r / / J / i / ',i / / , / / / % , 1' / C ` / ' ' /% Y j ' / / % ' ' / / J / / / / / / i / ' ' f'V i/ y // ir/ // /' / / /r / ',/,' / J '/ ' r/ J J / /f / j/ 4/ // / / GENERAL: / t /r. / % J i' i / 1 // / i / ' DRY WELLS MUST NOT BE USED WHERE THERE INSTALLATION WOULD CREATE A / I I-' /' /' / /i /I ,/ ,' / /t / i//! :'t j SIGNIFICANT RISK FOR BASEMENT SEEPAGE OR FLOODING,CAUSE SURFICIAL / y' , /` ' ' I,qr /' / / i t, FLOODING OF GROUNDWATER,OR INTERFERE WITH THE OPERATION OF SUBSURFACE • / '1 / / // // / / I,/ / / /i / j' , j / / / / 1.t / SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFACE STRUCTURES. ' 11'' / / / / / f t / ! / / DRY WELLS MUST BE LOCATED AIND CONFIGURED WHERE THEIR CONSTRUCTION 11-7A8 ML / )I ' / / t / % 1 / / 1; I'' i 1 % ' 1:' J r' : ,1 ' / r'` I rr! / / /' / .4 / / i li' /`, r' i( 1 I,� J/ WILL NOT COMPACT THE SOILS BELOW THE DRY WELL.FINALLY,A DRY WELL RIDGE • 12 / / I �'1 / / / J/1 1 i .' (; i ' / 1 t J / I/1 / / / r 1 I/ r/ /1 , ' SHOULD BE PROTECTED BY EASEMENT,DEED RESTRICTION,ORDINANCE,OR OTHER •• i / /! / ' LEGAL MEASURES THAT PREVENT ITS NEGLECT,ADVERSE ALTERATION,AND REMOVAL. 5 /1 I ,, ' I�' ; / /�1 • / 1/ / r - / n I t I-' / /( t , ,� j THE BOTTOM OF THE DRY WELL MUST BE AT LEAST 2 FEET ABOVE SEASONAL HIGH _ �' , r _ r_ r WATER TABLE OR BEDROCK AND 8E AS LEVEL AS POSSIBLE TO UNIFORMLY _!__ / / / _r / / / DISTRIBUTE RUNOFF INFILTRATION OVER SUBGRADE SOILS. r' / ,' / / /' Ill w i,' r / / �,' ;! / / j r j / � r i rte„ 4y,' ✓ / ,/ /I'' , / / ' /" /I./ / ,/ 1// i / / / / /r//f , ,1 ,/ - ); % c,,.J L'`I G 5 CONSTRUCTION: % /FOR DRY WELLS,PROTECTION OIF THE SUBGRADE SOILS FROM COMPACTION BY /' / / % / ! i / /// / / J ! j Om1 uCONSTRUCTION EQUIPMENT AND CONTAMINATION AND CLOGGING ARE VITAL. / ,✓ ' /�, /" r% / % , i /'/ / /' / /r /: / / / '�PRIOR TO ITS CONSTRUCTION,THE AREA TO BE USED FOR THE DRY WELL SHOULD BE OGEE GUTTER-STANDARD 5" '/ /, r/ %/ % // // / / 'f'/J J /'r / /r '/ i/ ;i r / //::: '�/ o r''�, r+ CORDONED OFF TO PREVENT CONSTRUCTION EQUIPMENT AND STOCKPILED MATERIALS j /,' / / / / CA c'17 p ti FROM COMPACTING THE SUBGRADE SOILS.DURING DRY WELL CONSTRUCTION, NOTES: // ,,✓ /'' /! ,r' /j i /' / i / % /,' ` f '' / f/ / / / ' / / O• v O / / EXISTING. / % i` % / / / / R. v PRECAUTIONS SHOULD BE TAKEN TO PREVENT BOTH SUBGRADE SOIL COMPACTION / / j % /� / x -a AND SEDIMENT CONTAMINATION.ALL EXCAVATION SHOULD BE PERFORMED WITH THE 1},EXECUTION: _-_-. _- ,-_„_ ,-•,__ ,-,-_-_ /'' yy / / / •/' ! / / / % /''' // ,/ , / i' rr / / ,/ / et y A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED, "7'-- j /J / / i' / / �- LIGHTEST PRACTICAL EXCAVATION EQUIPMENT,ALL EXCAVATION EQUIPMENT SHOULD ) ,_ , _". ! / / / /' i % f / % f / w C BE PLACED OUTSIDE THE LIMITS OF THE DRY WELL. `/// 1!` ! / / / ,/' /" !/ ' % // ,/ :' j' / / '' i j'� % I /' In U G 2).PREPARATION: rd TO HELP PREVENT SUBGRADE SOIL CONTAMINATION AND CLOGGING BY SEDIMENT, A-CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. i /4-,.f _,l_ /_/_/.. ./.._. ,!__.,.''-__,:'.-...,r'__ '/ ' ,,!__ / ,./_y'�_ ��_ / /_/_,,/__./__/:_...,r/w' .,/__ /._ %r O ; � �"' DRY WELL CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION ) j / / '' - " -"- / 1`- 7'4- - ; ,V B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR / / % / / /' j / / i / / / / / / /' I-Li OU SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION AREAS THAT MAY /' J / / / %' %' /' / / j >~ d 1 i+ ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. % / i / / / �1 TEMPORARILY OR PERMANENTLY DRAIN TO THE DRY WELL ARE STABILIZED-THIS i / i / / / / /' DELAYED CONSTRUCTION EMPHASIS THE NEED,AS DESCRIBED ABOVE,TO CORDON C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR ' -- r / - - ' /� - r / / / ' •' ' ,' "� /a , OFF THE DRY WELL AREA(S)TO PREVENT COMPACTION BY CONSTRUCTION EQUIPMENT METALS WITH PROTECTIVE BACKING PAINT. AND MATERIAL STORAGE DURING OTHER SITE CONSTRUCTION ACTIVITIES.SIMILARLY, Lo V 3.INSTALLATION: c+7 ,_, USE OF THE DRY WELL AS A SEDIMENT BASIN IS STRONGLY DISCOURAGED.WHERE O\ UNAVOIDABLE,EXCAVATION FOR THE SEDIMENT BASIN SHOULD BE A MINIMUM OF A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. N �1 �...•� 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN, 2 FEET ABOVE THE FINAL DESIGN ELEVATION OF THE DRY WELL BOTTOM, N ACCUMULATED SEDIMENT CAN THEN BE REMOVED WITHOUT DISTURBING THE 2} a).COPPER/LAD:FLASSHEET METAL JOIN H ANDSOLDERS WITH TGUTTERS TO DOWNSPOUTS AND O W SUBGRADE SOILS AT THE DRY WELL BOTTOM,WHICH SHOULD BE ESTABLISHED ONLY ACCESSORIES. W E PROJECT N 0 RT HROOF PLAN 4 AFTER CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE ARE IS COMPLETED AND 8).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SUP JOINT DRAINAGE AREA STABILIZED. CONNECTORS. IF DRY WELL CONSTRUCTION CANNOT BE DELAYED UNTIL ITS DRAINAGE AREA IS 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL �- SCALE: 1/4" = STABILIZED,DIVERSION PIPING OR OTHER SUITABLE MEASURES SHOULD 8E INSTALLED DURING ALL PHASES OF CONSTRUCTION TO DIVERT ALL RUNOFF AND CONNECTION WATERTIGHT. SEDIMENT AWAY FROM THE DRY WELL THESE DIVERSION MEASURES SHOULD NOT BE REMOVED UNTIL ALL CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE AREA 4),PROTECTION: IS COMPLETED AND THE DRAINAGE AREA STABILIZED. A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT, 1).INSTALL 2X6 DF#/2 COLLAR TIES AT 48"O-C-- 6)-DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!! STONE FILL AGGREGATE SHOULD BE PLACED IN LIFTS AND COMPACTED USING PLATE B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL SHEATHING MUST BE DRY AND CLEAN PRIOR TO INSTALLING EMI W COMPACTORS.A MAXIMUM LOOSE LIFT THICKNESS Of 12 INCHES IS RECOMMENDED. COMPLETION. 2).APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. UNDERLAYMENT.UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ,% � E"1 PRETREATMENT: ELEMENTS AT END OF THE WORK DAY.COVER WITH HEAVY-DUTY /" AS WITH ALL OTHER BEST MANAGEMENT PRACTICES.PRETREATMENT CAN EXTEND THE 3).APPLY METAL DIRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES TARP UNTIL ALL ROOFING IS COMPLETE. U FUNCTIONAL LIFE OF A DRY WELL WHILE GENERALLY NOT A SIGNIFICANT SOURCE OF 1X8 RAKES TO HAVE SHADOW / O RUNOFF POLLUTION,ROOFS CAN NEVERTHELESS BE THE SOURCE OF PARTICULATES AND AND DIRECTLY it O THE DECK ALONG EAVES. BOARD TO MATCH EXISTING - .r4 ORGANIC MATTER AND,DURING SITE CONSTRUCTION,SEDIMENT AND DEBRIS. 7). INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN RR CA THEREFORE,ROOF GUTTER GUARDS AND/OR SUMPS OR TRAPS(EQUIPPED WITH 4)-USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING. INSTRUCTIONS.USE GALVANIZED(ZINC COATED)ROOFING NAILS, '� CLEAN-OUTS)IN CONDUITS TO A DRY WELL SHOULD BE INCLUDED WHEREVER 11-12 GAUGE WITH AT LEAST 3/8"DIA.HEADS,LONG ENOUGH TO BLOCKING PRACTICAL TO MINIMIZE THE AMOUNT OF SEDIMENT AND OTHER PARTICULATES // LI P) THAT CAN ENTER THE DRY WELL. 5).ICE&WATER BARRIER TO BE USED AT INTERSECTIONS WITH PENETRATE THROUGH PLYWOOD.USE 6 NAILS PER SHINGLE,NAILS OGEE GUTTER oS ROOF AND SIDE WALLS(TYPICAL). TO BE FLUSH WITH SHINGLES BUT NOT CUTTING INTO SHINGLE (TYPICAL) —/.� ►+� PLATE HEIGHT N SURFACE. a 8'•4 1/2"-8'ao" Po (SEE PLAN) ��g NII FREIZE BOARD . ..!t EXPOSED RAFTER w/TRIM TOrolow u 1X8 FASCIA TAILS MATCH EX, TO MATCH EX. �1��1l�� Cr) '��41 TOP OF WINDOW . 6 9, 1.�1 I ,:.,. - ,i,„,11,\.,‘P, _ SOFFIT DETAIL - .,,.( . -, 3 7;..0.4...c,, ,x.,,,, ,, ,,,,,-.;,,,,.„, � < ,,a ^ c .- 7- s1 '� DRAWN: MH/MS `� �z. SCALE: 1/4"=1'-0" Z . I.„,„,,4 y r,l JOB#: 1 1 ii 0r`'” .ls,*A.( May 27,2015 „q Q SHEET NUMBER: ;C 17 123 �' Ye ` 1 A.6 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: 1 • ,IPN. f es, i `` r�/ . , N \ ` N. '/ " `c— --- —I �r - i' ` /rte �,- /7y ; / \N ' i I, F--� F� ` \-err � 5 II z _ IO . — .� ... = W(2) 1-3/4X14 I 4 44 --v._.--SKYL G-HT t ML RIDGE 2X70 D� I ►-� ag E-4 ____./ ij \`0 RR I a „- 023 a (2) 2X8 DF#2 C ill a4 y �, SKYLIGHTIror,,,�a��T -14%...._ z ¢ w ' — - �, - — 111 CHASE �h�lail��+� X8 DF#2 C1 @16 OCT LflfI ?LfI Tta : � O z `� �--'~ 11111 �1 1111 tllJP ~ W irc Ii,. I 1 eI.I r-I �._._.. _-1 �. I 4 o CD l 4.) M no CA 40 b. PI 124 --_. i« (3) 2 X 8 � JH M-+-j 4 ` 3/4SUBFLOOR a - -- --__- PI r? ? S? ii? SMS41SS ? N ? SSWSSIIS ? SA, SWSS l(►., ? S ? StRSRIPS? S� SISSIS6 �SS SA ? .�' ° — - - � - - (4) 2X8 DF#2 GIRDER L __ �� , a, ,t ! � 1 v•• 5 2X8 DF#2 FJ , 7 •q C --._..______ - -:- __ f -_�_ _______..._.__�Y -__.______..__-__...__...__._____ _ �_.___� 16 OC . ,� (2) 2X6 ACQ SILL PLATE 8" -y_ � '�____ - p,o 8X16 WI TERMITE SHIELD �.o PC WALL �::::=] _ -- -- --_ - �.. _ .N , COIR. SILL SEAL ,� DAMPPROOF 0 __._..___�_.___._.--_.__-- - , 2" CONC. SLAB II 1 4 0,� 22:....21?-:' • o �•�0 p.vb' .��pC p•�0�. • D0 p•VO� • V. 24 X32 X12 " 16"X8" CONC. FTG. CONC. FTG. (2) #5 REBAR o 1-1 v M E O m r 41 SECTION A_A 4 2a"OC 4�� ' lb a U] j " Q r-4 1�V ri I 1r w + .C4 I 1 ®, I I I� , ®( 4" ( 1 I , / 1 1 , j�1 q" I ■ 3/8" t m �J "4 F � �I 1 H ? )" � � ! ( , 1 '� 1 41 1 ! ! '—� , � � ,�� II � iSCALE. 1 1I 1I I) ( i 1 40 I I i i I ! I / II 1-4 "cC V L j (4, h I) � r 1 , ,x , 1 )/ � � , � � f01 ( 1i.\ \ r' I !l f( 01�( / Flo STAINLESS STEEL` 1 OR GALVANRED }LL�,v, f‘t i r n(I1 I\ ( I r 11` 1 WOOD SCREWS W,I- - f �\ I I I tl• 1 —I — 'S/ I f i I r i I , 1 , 1 r t Iy\l S ' � 1 ,� ' 1 WASHERS 0 1Y'0.C. ( 1 / I 1 , I I ( 1 ` I , , ( /� 11,\' \1 I ri TS 12 I II II ll (J ) '\ y\\'l I I �- 1 I I �f 1 l} I l I I \ I I frill84 PQI ) ! I 11 Il\\ I - 3/4"APA PLYWOOD I I y\1 ///' I }I I I I I c�� ) ` \ \ SHEATHING • / I \ % /0'. 1 1/2"APA RATED SHEATHING 1JI , 1 Ir r 1 l I G/2"APA �� r �� I la f I I )I fro I �,t 0 I �A 1 - 1 ) , 1 I l O (ALTERNATMVE:7/16'O.SB.) 1 ' 1� I I I "�" I ( �' 1( ir! ) i ! ( 1 ii , ® / 1 i `k 1 03 com) V i Y�j ;Tel T.) / I / I ! ! 1/2"APA RATED SHEATHING �I ��. ! Hi F 1 1/4 O 1 1 I ® I I OD (TERNATIVIGFtADE OVEE:7/16"G.S.B.) f 1 1/4 0 0 0 I I I / I / I f 1 1/2 O 1 1/4 a 1 1/4 0 "1 114 01 1/2 1 1/4 I() � l ti I� r 1 , ,IPA I i + i f 1 I I 1 �s; { I I -�- �C if I ` JI' 1 y 0 � O r I i/ r 1 %I f / r 1 LAV. W.C. LAV. #10 STAINLESS STEEL I ( 2X4 DfA2 I I ( I I \VV.C. I.3' OR GALVANIZED 1 7 �� f /( f W.M.wooDS012" w/ f / l ' I r1f sTu°s f I ( � ( ' f it (I f �—.( B H SH ER SHO ER F.A.I. WASHERS @ Y2"O.C. f 111 I 111 \® WINDOW SILL f I ` I J I / ` J ` / 1 _� q�y� _ �wOrmiti L." ( 1 I ( `l\I( TYPICAL WINDOW OPENING I f -à E j� 1�_ ( . .l f �^i � -sl I�---�--�1 d I I I I I (LESS THAN 4'0X8'0"OPENING) ( I ( , On } I f I ' ( i ((1 410 STAINLESS STEEL 1 I I i I II I I� I I I II I Ij ) OR GALVANIZED 1 1/40 30 03 011/4 1 I� - II I , , 11'- 1I 1 111\10 1 I � I1 � I � (� wA�sDHERs�lz"oc 20 20 L o2 v aotT l C.O. I 01 1/2 I C.O. cn TYPICAL DOOR OPENING MULTIPLE PLYWOOD ASSEMBLIES 3 3 M"4 (LESS THAN 4'-0X8'-0"OPENING) z-2X4 DF#2 STUDS CONNECTED N.r TOGETHER WITH STAINLESS STEEL OR GALVINIZED BOLTS W/WASHERS alli .' AND NUTS IS 2'-0"O.C. \ TYPICAL MULTIPLE OPENINGS 4— (MORE THAN 4'-0X8'-0"OPENING) SLOPE" 1/4" PER FOOT PITCH TO DRAIN 4 �'�`_ __ U 'TO APROVED v.\ 4"C.I. SEPTIC SYSTEM \ ; WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL PLUMBING SCHEMATIC ' TRAP HOUSE N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) ;.r '.'';� >,I� `� Y` AS PER TABLE 1609.1.4, '• ,�f�,,.-" �ti,� ; N.T.S. �-- IN SC,S, >4-\ • WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" � /� �`\ AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO C9 t f� 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 r ;c� O�. DRAWN: MH/M5 CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ,. • H ;°'-a' /�� 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. SCALE: 1/4"=1'-0" HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. yam I iJr A� ? JOB#: v.� �' I May 27,2015 M. 0►, �42,, " SHEET NUMBER: •�rr. j 7 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 COMMENCINIG 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 o 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: NYS ENERGY COMPLIANCE NCE NOTES FOUNDATION: CRAWL SPACE: WINDOWS AND DOORS: THE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION, IF APPLICABLE, MUST BE , Fic S S : � °r �' Version / 6. INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, .bb -fc WiNDOW AND DOOR WITH WOOD TRIM: ACCORDING TO THE COMPLIANCE ANALYSIS. r 1). INSULATE HEADER UNCONDITIONED BASEMENTS: , C • THE ROUGH OPENING USING ADHESIVE. 1). INSULATE THE FLOOR ABOVE THE BASEMENT. REFER TO PLANS FOR REQUIRED R-VALUE. - „Q ? - 9' 3). SEAL BETWEEN WINDOW/DOOR JAMB AND ROUGH OPENING WITH A CONTINUOUS 2). INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CONDITIONED FiRST FLOOR. 3 BEAD OF LOW-EXPANSION FOAM, OR FOAM BACKER ROD AND CAULK. FIBERGLASS 3). INSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT. ALONE IS NOT ADEQUATE. 4). SEAL DUCTS iN BASEMENT. 5). SEAL AIR LEAKS IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THE FIRST FLOOR, WiNDOW AND DOOR WiTH DRYWALL RETURN: SUCH AS WiRING AND PLUMBING PENETRATIONS, AND WEATHER STRIPPING ON THE 1). 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: Project PLUMBING AND ELECTRICAL SEALING BAND JOISTS DURING CONSTRUCTION: O H 2010 Nrk rvaton Energy Cod 1). CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. �, e'er` Yo: ' Ener o s. i SEALING PENETRATIONS: 2). APPLY ADHESIVE TO TOP OF BAND JOIST AND LAY SUBFLOOR OVER. U w ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST 3). CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE. Location:: k County, New York BE SEALED. 4). CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE. ncc ' I Type: Single-family U RECESSED LiGHTS: SEALING BAND JOISTS AFTER FRAMING (ALTERNATE METHOD): 1Fro ect Type: l , Construction RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION 1). INSERT RiGiD FOAM BLOCKS ON INSIDE OF BATTS IN FLOOR JOISTS, ALONG Z CONTACT ("IC" RATED), AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS 502.1.3. EXTERIOR PERIMETER, AND FLUSH WITH SiLL PLATE. Conditioned Floor Area: . a 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. Glazing SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS. THE AIRTIGHTNESS Area C/1 STANDARD OF 2.0 CFM (ASTM E 283). UNITS WITH A LABEL THAT REFERENCES THIS 1ST. FLOOR DECK: i', Zone: OU ASTM STANDARD, MEC OR ECCCNYS MAY BE ACCEPTED. THIS REQUIREMENT CAN ALSO 1). FULL INSULATE JOIST CAVITIES. o › BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. 2). INSULATION TO BE SUPPORTED WiTH WIRE RODS. Pe itte: O H W SERVICE WATER HEATING: EXTERIOR OPENING HEADERS: '� $ i um r Q W IF VERTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RiGiD INSULATION BETWEEN HEADER COMPONENTS IF HEADER Q 'I FIRED HOT WATER TANIKS, HEAT TRAPS (IF NOT INTEGRAL TO THE WATER HEATER) MATERIAL IS THINNER THAN WALL CAVITY. _ `er MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER. CO , :r.. DT `� : nertAgen :: sin /Con ,ra or: ALL PIPES RECIRCULATING HOT WATER PiPE LOOPS MUST BE INSULATED TO LIMIT LADDER BLOCKING FOR INTERIOR PARTITION WALLS: F - H TY HOUSE Marl Schwer tt 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 BE EQUIPPED WITH SHUTOFFS. 2). FIT CAVITY INSULATION CAREFULLY AROUND HORIZONTAL BLOCKING. 1250 LUPTON i �..r" ROAD _" °. i O `933' 3). PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM. RATI1TUCK, NY u cheque,, Prif 11335 TUB/SHOWER UNITS ON EXTERIOR WALLS: 4). TOENAIL INTERIOR PARTITION STUD TO TOP AND BOTTOM PLATES. S31-734-4125 PROVIDE ADEQUATE AiR BARRIER BEFORE INSTALLING THE UNIT. THIS INCLUDES ksr YL �� ' ?"' frl�C. INSULATION AND VAPOR RETARDER AS WELL. CAVITY SEALING ON EXTERIOR WALL: net SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS. HEATING, VENTILATION AND AIR-CONDITIONING (HVAC) EXTERIOR CANTILEVER FLOOR WITH INTERIOR AiR SEALING: IJ] HEAT LOSS CALCULATIONSSIZING:SYSTEM THROUGH THE BLOCKING AND THE SUBFLOOR. ., ,. 1 . SEAL ALL PENETRATIONS ,��„, . .. :. ��a-. „, , . - q_ r y. . q �y ._ . �_ .t �� , F4%, MUST BE DONE IN ACCORDANCE TO ECCCNYS 503.3.1. � � , <�� f rT, -: ,;�, � ..--- : -, :k..,. � _ _... - , . .,.:, _ .,.: _ ';,!2f1,-, . . ,3,. _ ,_,_. ,�. �� . r. � . O H HEAT LOSS CALCULATIONS ,. � . .. 2 . SEAL SOFFIT AND BAND JOIST WELL ENOUGH TO PREVENT WINDWASHING. ��.�, „� : ,, ' „». - -� �. . �. ,, ��, �,-. ., ., � „ ,-.;•,,:'',;L:;' .,. ,� - , ., �..� x.. M .. .� � .amu. ,. r w d- »..w:,...«..;.e,�.r�:...-,.w''» +�..�«„ ,Y�»....,...,.:�.+.�a,,: .. ..r.,. ..�c,, a., .�a w- ..�,� -:.. .+u � ka:,w, .....»cn'e.,�.ae p�a.�i.�s }W.a�6. ,�F_--e.�».�'a'r,,.�.'��,:,.. ... ,...�.,...u.�,�w«» ,.,.« �� _...H.,.. '� •, � .�,,...,. ,..- ..r*....., ..o -' : - -, �,..�,u+`,Lai :'r„`:a:..;�+:-.4aX.a, -- ,. t ux „,.r»h.»t3',axt s,.�,a✓ku..,. .!-t..,:x 3). SEAL SUBFLOOR JOISTS WITH ADHESIVE. HVAC SYSTEM EFFICIENCIES: c :Pil2r: :;: ,.i. Better Th211'#': - _' '` xIt 1 1 Yaw.VA: •i 0 U 4). SEAL INTERSECTION BETWEEN JOISTS AND WALL WITH SOLID BLOCKING. THE ..r a THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN . e Ti : ha #o . :•tt+err z d c-a a 1 d r� z ECCCNYS 503.2. NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERALEt CIO O E, BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING � ��, ,, �'� �� . � H � MINIMUM EFFICIENCY STANDARDS. ATTACHED GARAGE: 1). IF LIVING SPACE ABOVE, SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE Ct ►-� 5 HVAC CONTROLS: CEILING WITH ADHESIVE. r-+ oo CONTROLS MUST BE IN ACCORDANCE WITH ECCCNYS503.3.2 AND 503.3.5. TEMPERATURE 2).SEAL GARAGE CEILING FRAMING AND DRYWALL TO KEEP OUTSIDE AIR FROMN CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO 55 DEGREES OR LOWER Envelope ^" PIPE AND DUCTS. (FOR COOLING).. THERMOSTATS USED TO CONTROL FOR HEATING) AND/OR 85 DEGREES ) HAVE A TEMPERATURE RANGE (OF AT 3). SEAL ALL PENETRATIONS THROUGH BLOCKING. MUST V ,., . .. . .,Y, .� ,. ,..L ,. � > :, . , , ... .. ., „ .,.. ,F: . ..1, ��. . .�,_ : ..:. '' HEATING AND COOLING SIMULTANEOUSLY . 4 . PROVIDE BOTH INTERIOR AND EXTERIOR AIR BARRIER TOTHOROUGHLY ,,..: ,. . :.. «_...x :� ::� �. .4, LEAST 5 DEGREES) WITHIN WHICH CALLS FOR HEATING AND COOLING ARE EITHER :i. .,A.. .' - .:, :. - -,.. :,- :'--.,,', $ :u4wn :P'l'y, ., , .: � y . ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS. . .,: : .. � .. y ��, -� .:,., , �.,' ' s:` . :- .. :, K ; ,' : . _< .. . .2 ;' ;' . .� . :._ ,.� ._ SIMILARLY, HUMIDISTATS MUST HAVE THE CAPACITY TO SUSPENDED OR REDUCED. S � ��- NT ENERGY CONSUMPTION (SUSPEND OPERATION BETWEEN 30 AND 60% RELATIVE ( ALL. DROPPED SOFFIT ON INTERIORW ,. .�,�... ...u.�::�,....�>..�„ .,, ,�.,ku �:_ ......�.:.�:,.�.x�, '„ ,.,, _ .. �v... OUTDOOR �� ,�w. ..�.., �, �� '-u �,;,.,;�.,,.�; ��.,..�.m��. HUMIDITY. HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET USE PLYWOOD, DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING, CAULK AT TEMPERATURE. TOP PLATES. Flom 1:All-Wood 1 i;.1- #eI•Unconditioned Spaoe 332 30.0 0.0 0.033' 11 o ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN VENTILATION IS NOT REQUIRED.WHEN THE SYSTEM IS SHUT DOWN, AUTOMATIC OR iNTERIOR SOFFIT ON EXTERIOR WALL: Ceiling ' Ceiling or� ~� 215 "' N 4 I~ GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. �. o 1). SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER. x u 2). HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORE Ceiling 2.: Cathedral. Ceiling 314 30.0 `�1. ' 0.034 1'1 ca° o DUCTS AND PIPES: FRAMING INTERIOR SOFFITS OR UTILITY CHASES. O v o H DUCT AND PIPE INSULATION IS REQUIRED FOR ALL HVAC DUCTWORK AND PIPES iN 3). SEAL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE. jai Ix,: Wood Frame, I'E' =D.C. 480 15. 0.0G0 23 �" Ua fg UNCONDITIONED SPACES, AS INDICATED IN ECCCNYS 503.3.3. FLEX DUCT MUST HAVE R-VALUE LABELS ON THE OUTSIDE JACKET (ECCCNYS 102.5.3). et5 CD II)KNEE WALL SUPPORTING ROOF: WI; cola F.r�r � ;ie Pane + E obn 1 .0 DUCTS AND PIPES IN UNCONDITIONED ATTICS, GARAGES, BASEMENTS AND CRAWLSPACES 1). SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE WALLS TO MUST BE INSULATED.WHENEVER POSSIBLE, MECHANICALS ARE TO BE LOCATED INSIDE o PREVENT WIND WASHING. ' , " -< i ° indt 2: Wood Fran-e: a 1e 'Pune '" ° E . 0 E THE INSULATED ENVELOPE OF THE HOUSE. 2). IF RAFTERS ARE SUPPORTED BY WALL PLATE USE INSULATION BAFFLES. IF HEATING DUCTS ARE INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE a m ~ BAFFLES ARE TO CONTINUE UP RAFTERS PAST THE KNEE WALL INTERSECTION. el RIGID INSULATIONBETWEEN DUCT AND EXTERIOR SHEATHING. 3). PROVIDE BLOCKING BETWEEN RAFTERS AND FLOOR JOISTS ABOVE EXTERIOR " �•� �- building design d n -g �'buildingpe , w DUCT SEALING: INSUYAi'tb c lculet"iori submittedw p. i. pp i � The proposed I�:c ding hes a igr t meet e�201 New York Energy ,4 ATE. � � � permit I�� ` .1•L3I�rY d� .� Imo!�llaari. DUCT SEALING IS REQUIRED ON ALL LOW-PRESSURE DUCTWORK (ECCCNYS 503.3.4). ALL FULL LOFT: Conte ` r re e in ^ch"ck ' "t ion 4.E.� a co pl ,ri a endairy quir „mint lb's a FTS PORTIONS OF STUD BAYS OR JOIST CAVITIES USED AS DUCTWORK MUST ALSO BE INSULATION SHOULD BE FLUFFED TO ITS FULL THICKNESS, NOT COMPRESSED, AND the RE...Schack Imrpection Clieddist SEALED. ALL CONNECTIONS AND SEAMS (EXCEPT LONGITUDINAL JOINTS THAT LOCK) NOT ROUNDED OR SCALLOPED AT EDGES. Firall w MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED iN MASTIC. H TAPES MEETING UL 181A MAY BE USED FOR RIGID FIBER DUCTS. TAPES MEETING FILL THE CAVITY: 'Name- Tide Signre Date co) UL 181B MAY BE USED FOR FLEX DUCTS. DUCT TAPE IS NOT ALLOWED FOR DUCT INSULATION SHOULD BE SNUG IN CONTACT WiTH ALL WALL STUDS, PLATES, SHEATHING V SEALING. AND DRYWALL. IN CEILING AND FLOORS, IT SHOULD BE IN CONTACT WITH THE DRYWALL cjil c.,/c1) OR SUBFLOOR, AND EXTEND ALL THE WAY TO JOISTS ON BOTH SIDES WITHOUT GAPS. WRITTEN MATERIALS: WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT CUT AROUND OBSTACLES: N WITH ALL HVAC AND WATER HEATING EQUIPMENT (ECCCNYS 102.3). A LABEL REFERENCE INSULATION SHOULD BE SPILT AROUND WIRES AND SMALL PIPES; CUT AROUND t~ TO SUCH MATERIAL IS ALSO ACCEPTABLE. fx ELECTRICAL BOXES, LARGER PIPES AND OTHER OBSTACLES; AND SPLIT OVER CROSS „ _•= 'd REDUCED MOISTURE: BRIDGING IN FLOORS. NEVER STUFF INSULATION TO GET IT TO FiT. • EVERY BATHROOM IS TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS. G.C. TO CONFIRM THAT DOCUMENTATION OF R-VALUES: cr V THE FAN ACTUALLY WORKS; USE RiGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT AS POSSIBLE. KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS, ESPECIALLY FACED OR UNPAGED FIBERGLASS BATTS, AND RIGID FOAM INSULATION MUST BE x INSTALLED SO THAT THE MARKINGS ARE VISIBLE TO THE BUILDING INSPECTOR. IF THERE iS A GAS RANGE. ACCESS OPENINGS: VENTILATION: ATTIC HATCHES, SCUTTLES, PULLDOWN STAIRS, etc. MUST BE INSULATED TO THE ',Pr c Title: date: MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHRAE STANDARD 62-2003 AND " _ to Paige . I ; 1 ., \ . L �!� THE REQUIREMENTS CONTAINED 1N NYS CODES FOR DETERMINING MECHANICAL SAME R-VALUE AS THE SURROUNDING AREA. Data °� �d* 2 » t �} ,I :�t � :Ct I I 'a� E r .a ,fty , 1, VENTILATION RATES. `i ; `C• 41 ra \ KITCHEN EXHAUST FANS SHALL HAVE A MiNIMUM VENTILATION RATE OF 100 CFM CATHEDRAL CEILINGS: ` - HAVE 1). PROVIDE 1" CHANNEL FOR AIR FLOW ABOVE INSULATION, UNDER ROOF SHEATHING. ��' 4,0, ,.. Cyi," 4 .. INTERMITTENT OF 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL �' �,,. • A MiNIMI IM VFNTIIATIfN BATF (IF Cr) CFM tiiTFRM1TTFNT (lQ 9t1 (FM CC)NTIN11Clt lc 2). PROVIDE BLOCKING BETWEEN RAFTERS OVER WALL PLATE. ais ��• �' i.� z ,.�°�, � --`: DRAWN: MH!MS y'41, + ,'i ,A 1 SCALE: '1'!',,,04 JOB#: ti\, `"E"�"' •k` May 27,2015 4:�° C. � V IZ33q.,.�-�Q�� SHEET NUMBER: . i -8 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. I kiii +� 1111 KING STUDS rill III ° _ RAFTER 3 ,1 /. ISS\ WALL STUD .� t • END WALL CRIPPLE S UD IIIIIIMP' ' 3 ,.` .rra• r ' ••` BOTTOM PLATE ' RIDGE: LEDGERBATHTUB ` rte Cid 441 ° HEADER G 0 • 40.41, Ill �I�ti� DOUBLE JOIST •SIDEWALL I� i`\ � � RAFTERQ \ . � ' 9 JACK STUDSill 0 FLOOR USP NUMBER DIESCRIPTION' APPLICATION i HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS _ BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT y CONNECT -0 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE F_OOR CI) HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP '--- STUDJOIST DIREC TION WITH 2ND. ADS5 S ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK ROOF LSTA24 1-1/4"x24" 2Uga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 ISga. SLOPE: HANGER APPLY TO EAC H RAFTER / LEDGER (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH _ _ FCIR JOIST NOT DIREC TLY UNDER PARALLEL WALLS, PROVIDE Z THE FLOORS TO EACH OTHER W/ TI-TREADED 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 P'1 ® afe' .�• ► _ _ ��..,.J/ WALL STUD � � � � — F--^a �` �� THROUGH—ROOF EXHAUST a � VENTS SELECTED AND METAS. STRAP ---- '"-" /� / ` LOCATED BY CONTRACTOR H e ■iii ��smmw '. , t "/77 CRICKET AT TOP-SIDE OF VENTILATION CHANNEL 4.1Q CHIMNEY AS REQUIRED O RIM BOARD C� RAFTER Ilk: RAFTERS I WOOD JOIST• TOP PLATE NG141140 '°I 'FINISH WALL AND MOISTURE DGER Z STAPP"IhJG TO BE ATTACWED TO WALL STUDS Q48"OC BARRIER TO LAP FLASHING �I �- ; 2x4 SOFFIT JOIST f j O 0 ANIL ALL WINDOW DOOR OPENING JACK STUDS • AT VJALL --WALLM FINISH GAP ATTIC SHALL BE PROVIDED WITH A '-FASCIA �� L� I••�1 / BETWEEN FINISH AND MINIMUM NET FREE VENTILATING AREA I FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ► ROOFING TO AVOID SOAKING WALL STUD HOT LESS THAN '/150 OF THE AREA OF `` 0- GLITTER 11i� H' / • THE SPACE VENTILATED. ALL OPENINGS t�:_ - I WOOD GIRDER -- III„ H--� INSTALL 4'0" O.C. .' SHALL BE COVERED WITH CORROSION- M /''�� 'r `.• � � .ONTIN. SCREENED `ENT �) h--�4" - 8' LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS ' . RESISTANT METAL MESH WITH MESHCONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS ,• PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. q. INSTALL 4'0" O.C. FLASHING SO FORM CHANNEL R LOCATION IJSP NUMBER DESCRIPTION APPLICATION SOFFITED SAVE AND SO AS TO MAINTAIN AIR 8" - 14" LSTA3O 1-1/4"x30" 18ga. STRAP AND JACK STUDS --•-- GAP TO PREVENT CAPILLARY 411 4" - 6" RAFTER RT1O 1C-3 4" x 18ga. -YDO'�N ANCHOR CONNECT TO ON ALL OPENINGS „ ACTION / g EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED ANDINSTALL 4'O" O.C. CONNECT TOROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS :22 ' / 8" - 12" RAFTER RT20 21-1/8" x 20ga. -YDOWN ANCHOR EACH RAFTER SOFFI-ED [AVE DETAIL ON ALL OPENINGS �`, KEEP ROOFING NAILS OUT 2ND. F_OOR WALLi OF FLASHING - I ROOFING LAPS B ASE NIL'dsrApr FLASHING 4 INCHES • RAF ER /4/ \\N\ Q :lc_ L r :z..__I BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAMEill*b coo O 1irwa�wr.■i..� mei ffsil niew0ar .e®e / EXTENDS UNDER SHINGLES ATIllh MATERIAL AS ROOFING ►�' f ,/' \ SIDES 4 INCHES AND LAPS \^ NAILED TO SHEATHING ' \\ SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT %4406. • E ;e g U �.1 ____ - ^: J / WOOD JOIST r � �-- TOP PLATE �1 ' �-1 E^{\� GIRDER/HEADER ��,' (� E-+ E.-. -/ ili -� SIDE WALL FLASHING 411.21°Iell !1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 0748"OC �.� WOOD JOIST -£1 ra �W I C'C3 AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL S1UD a +r--1 0 AND RAKES -- PROVIDE HEMMED EDGES SO 41-( cV FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRANAGE CHANNELS AND RAFTERS \ l�++ .c.-1— INSTALL 4'0" O.C. PREVENT CAPILLARY AC TION \\ 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. - - RAFTER/PLATE RT15 TYDONJN ANCHOR OVER RIDGE TO INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x413" 16ga. STRAP AND JACK STUDS OONFORM TO SLOPE r / CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDJCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOIR PLATES TO EACH STUD DBL. SILL PLATE ' I TERMITE SHIELD /., 1 SUB FLOOR N ad E SILL CASKET �/ •\�' WOOD JOISTS M -�+ o / e"`� .7 ` NEOPRENE c in Ii~� ^ mTYPCONICFOUNDTION /� 2fi /2x8 CO JTUCUS WOOD PLATE CQ rn ll/ GRAfdULARFILL I4, , ' `, � 6MIL POLY ON EXTIERIOR 'T'I, �, a ` 1/2 DI,4. BOLTS © 48" o.c. STAG. ;j,, „e v STEEL COLUMN ----- ' ' -� 1 I . •' ` ' 5.,),- r ` "(",j �. d 4 oa • t ROOF JAO K �� o _ o N+ \ , ! CONIC. SLAB -`----#'' - • ° , iii.``.t� ' .40.- -.%+•4 • u!=6 `,e ! v .I I t,\ 40 STEEL BEAM �+ �. n h I.,v„ rad,,) �,zzv I , „� ►,� ANCHOR BOLT EMBEDMENT: .� Lti .� cn " ° COMPACT FILL ------raw_VA&i c ,a I;�^ .•, • POURED CONCRETE-: 7" 4" x 1/4" x 8" STEEL 4i' x.54 ti,, V i t i ` �, •sem 'o BLOCK WALL: 15" ROOFING LAPS .. TOP AND BOTTOM PLATE U t-+ E A L y m V ° a ' v • n FLASHING AT -. f os 9 KEYWAY FOOTING o /� d t� WITH 1 � x 6" ANC BOLT d+ ...- � � �'� ,,- A A CONC. FTC. SIDES AND TOP ` /,,, 0" y A \ 'd © Cti G o U'SE WITH 3x3 SQUARE WASHERS -'ter `� 1/2" GROUT cv v G ce Y°•�s,leti w.0, ego`, " �, " : 0 ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) .� ,, W .4.;'I''` b. Q REIrIFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT "- I ANCHOR BOLT COIJNECTION i "� `"— 3" STEL. COl_IJIvN �' DRAIN TILE _ ► p .- SUPPORTING , MAXIMUM SPACING FLASHING LAPS �.� ( 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM (CRAr1tL SPACE OR FOUNDATION) 1 STORY72" OC TYPICAL BEAM DETAIL fratil TYPICAL CONIC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" CC W HERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FIG. (CRANL SPACE OR FOUNDATION) STEEL / BOTTOM BEARING WHERE WALL BOTTOM PLATE TO FOUNDATION0 (SLAB-ON-GRADED 1-2 STORIES 57" CC ROOF JACKS Ste,VENTS DETAIL 1C-..) - -- 14 fly] �' SUBFLC)OR QCONIC. SLAB li DOOR FRAME `-- -_ ----_-...-11 °3 6X6 ICJ/10 WWM GARAGE �— �•�, JOIST H COMPACT FILL ' DOOR I 0 ,, USE 2X8 f FOR B LOC KOUT STEEL B EAf,d ;• 4" SLAB L - ' P.T. PLATE �` W/ 6X6 WMM \st I I SLOPE `' a 4"DRIVEWAY — .. NOTCH JOIST AND ADJUST HEIGHT �j ' 1 2" AIR SPACE ` < t G ° n 'S71 2 ) (03) \ f / (WITH A NAILING PLATE IF NEEDED I ''4'� AT END AND �ti �a1. 7 1/ „ •° •a a• ° ►�+ • ��•• �• G ° e a ° TO BE APROX. 1/2" OR HIGHER THAN r;. 'F : ES OF WOOD " . . A I a STEEL BEAM TO ALLOW FOR SHRINKAGE ,+ all G ADE ° GI .t cl cP i C �'C'Z. 1 • '.T iv • D o O •a ° •'° Itl: *+' +E '� o'L,'� C1�'y. • % ,.`�� ± 6X6 W.W.M. d d d r' a ,� b. ,�� I I—I I , �° d �° ° • ° i+l * (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED') ..,. BEAMS ' f ' .ice rr W �• .�� ,_ \ 11= — r� i. 12„ � _ °vSr�., w , 4 e d e d �e vial p B. ed �� n�_ d D ,'� o C, QRS 'r A^A 4.A A •i o '`40-......„.....„.... NOTOH EIEAM FOR MUDSDILL IF REQUIRED -- MAXIMUM A a O o ' I�IiL�IT 5UE3FLOOR MIN c��n r a < +* NOTCH EQUALS 1/4 DEPTH 0! BEAM A o' ° oy __,JOIST �► <t 'ir:.c• REINFORCING BAR ',',...1 / II_ n e,o 1 , e 'II—II r �• REINFORCING BAR c ° a4 t) .(r- t—_ --,_ !►� – DRAIN TILE --- V tmF--i� .‘''...1"7-"---....... I p axs8� SHEET METAL / 30# FELT UNDER BEAM AT POINT I a d L,'/e oa O° I�— STEEL BEAM ;2,,..,:••,,,.„...••••••• a,.,Nt \� s' _ 12" ° OF CONTACT WITH CONIC RETE OR CONC. BLOCK Ltl,!1!1 l--P In_-I I_rm b r'- Y ;8..'.�II4,4:,` a•a -3" PLATE (BOLTED TO BEAM) t, `, SHIMS TO LEVEL BEAM !'° �'fY� �\,:. TYPICAL CONIC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. �'- pe",'"A., FOOTING WITH (2) #4 REINFORCING BARS. " y •` . ;: 7 :(2a! DRAWN: MH/MS 3 MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOLJT �' " • t ' � SCALE: 1/4"=1'-0" BEAM POCKET ' h +�`k J013#: ,.... ..s...•:- , ty May 27,2015 \f'• A ��, SHEET NUMBER: O€•N`rte .A REVISIONS: ---1 - ' - �� NAILING G '-: N E SCHEDULE - - NYS CODE: 2010 EDITION L 1 WINDFRAMING NOTES - PLAN CONTENTS: l'" -1 _ . a i 's,® �'! 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 Sd 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 Sd 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 CURRENT SBC HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL --- 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 - ------ 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 ail 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 - 16cd 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 z. 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 J 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under - NAIL NAIL GA,URDRAILS (ANY DIRECTION) ►�--r 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 200 QTY. SPACING 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 -- EXPOSURE CATAGOR (DESIGNED FOR CAT.C)Y _ ti) 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, TOP PLATE TO 2 - 16d COMMON PER FACE NAIL 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 LOAD PATH SEE CONSTRUCTION A.NDWIND PATH CONNECTION 124 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE (ROOF - FOUNDATION) DETAIL- PAGE <S& GENERAL NOTE PAGE z14 0 4 -• 16d COMMON E--- INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO - 24" FACE �--a 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 STUD 2 -, 16d COMMON 0.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE U paneledgesFIRE PROTECTION Sym.: attached with Sd common nails at 6" o.c. at the and 12" o.c. in the field, and 7), The General Contractor is to consult with the owner for all built-in items 1/2 inchgyp sum wallboard on the interior attached with 5d cooler nails at 7" o.c, at panel HEADER TO 16" O.C. FACE SEE FLOOR PIANS,HEADER 116d COMMON ALONG EDGES NAIL (SMOKE CO2 DETECTORS) Co 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 - _ - in table 3.15a-b. TOP OR BOTTOM 2 -• 16d COMMON PER 2x4 STUD END _ TRUSS DESIGN �,___� INA - STANDARD STICK FRAME CONSTRUCTION p 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 -• 16d COMMON PER 2x6 STUD NAIL _ ENERGY CALCULATIONS RESCHECK ► �y ^ - 6). TYPE iI EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: ,r- - E--- FO�„� DATION NOTES- . Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 -. 16d COMMON PER FACE NAIL LIJ ATIC & jE�.�^�,GRAPHDESIGN CRITERIA we.. IC length adjustment factors in table 3.16. FOOT SEE NOTE: 1,2 END JOIST OR BLOCKING -- 1). The General Contractor and Mason to review plans, elevations, details and notes to - _ _. GROUND WIND SEISMIC FROST WINTER ICESHIEL.b 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 20 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE l TO HEAVY MODERATE concrete or masonrywalls occuirin in exterior or unheated interior areas. 8). CONNECTIONS AROUND WALL OPENINGS: 4 - Sd COMMON - - -g EXTERIORSILL, TOP PLATE OR GIRDER JOiST NAIL ROOF SHEATHING REQUIREMENTS FORWIND 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 shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - Sd 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. I AT PANEL EDGES _ SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE 5). Unless otherwise noted, all slabs ongrade to be 2500 s.i.. Concrete to be :2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 P• TO JOIST END NAIL @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: - ------ ---- C.•) Q a BLOCKING TO: NI EACH TOE12" SEE NOTES: 1 ( BOTH FiELDS) Cir) d 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 3 - 16d COMMON) INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON �� O.C. p anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE: 2 FOR PANEL FiELD l� 6" maximum lifts (layers). `� GABLE ENDWALL RAKE AND RAKE TRUSS Sd COMMON 4" O.C. 8d COMMON3 along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE@ (� 4" O.C. SEE NOTES: 1,.,�JOIST NAIL � 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 --w- - - 1-4-4 ,, 8x16 cast iron foundation vent for every 150 sq. ft. of area. .--- - NOTE(' Q U JOIST ON LEDGER 3- 8d COMMON PER TOE - ,-,, ; DECK AND COVERED PORCH NOTES: 7). Dampproof exterior of foundation with bituminous coating as required by current BEAM THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY, +'-. O E 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 PEP, END 4.l All fasteners, hangers galvinized3- 16d COMMON the belowgradeportion of exterior wallsprior to g sand anchors to be or stainless steel. 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, Ct ,.a backfilling. TO JOIST JOIST NAIL �l BAND JOIST TO: PER TOE NAiL the 4 foot perimeter edge zone attachments required shall be used. o 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. 42- 16d COMMON R �{ i NOTES �q - Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. R F CH FAT JN G: 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. 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 Wind3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL g Use a minimum 1/2 dia x S long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY, SPACING Edition Woad Framing Construction Manual "� �� - 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members With G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd 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' SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE 3). Floors, walls, ceilings rafters to be spaced at 16 inches o.c. unless notedAT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES g P 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL �� - 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) m 4 q o where needed. 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. an v u 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10#2 + BTR. Doug, Fir, GYPSUM 5d COOLERS 7' O.C. EDGE M NOTE: 2 FOR PANEL FIELD -- Xo pn Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. WALLBOARD 10'" O.0 . FIELD INTERIOR ZONE Sd COMMON @ 6" O.C_- 8d COMMON @ 12." O.C. SEE NOTE: 3-- ra ra "' o •" openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SI` IEAT1 ..ZING: o ,�+ '' ° openings, Bearing wall window sills shall also have (2) window sill plates for 2x4 wall - -- - -- NOTES -d ua 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored NAIL NAIL _ e° � a � � openings between 411 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY, oo°� and blocking where applicable. QTY. SPACING o -r STRUCTURAL AS PER TABLE 3.9 v ``' W 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 4 r 'z 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC to U '' B �' PLUMBING NOTES 6" be used. anchors where applicable to all connecting joists. ", �,,, cis (n --� 7/16 OSB 6d COMMON -' O.C. EDGE .a o 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub. 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 cit Floors to have ceramic the 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. as WALLBOARD 5d COOLERS 10" O.0 . FIELD on plans. �y 7). Provide 2 - 1-3/4" thick miclrolams ( height to crotch floor joists) around stairwell and/a- 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. other access openings unless otherwise noted (typical). --- ---3). if wall studs, plates or joists are cut out during installation for any plumbing related work, NMINAILFowl W provide adequate bracingandplates toprotect and secure the structure. Verifywith the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FiRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. H 8). Dormers running up roof rafters are to be supported by double rafters on either side q QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH 2-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. state code and manufacture's recommendation for maximum hole size and spacing permitted. where applicable unless otherwise noted. __� STRUCTURAL PANELS 8d COMMON12" Q.C. EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. C111) IC 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists HVAC SYSTEM NOTES 1" OR LESS 12" O.C. FIELD under all bearingwalls. O S: as required by current NYS Residential Code-FIREBLOCKING REQUIRED cZnil 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety N CTE51. Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. EIRITI 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE (REFERRED TO IF CONTRACTOR TO PROVIDE SOiL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. NN needed. 2 HVAC subcontractor is to full coordinate all system data and requirements with the MENTIONED 1N SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 0 }, y y q 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 " equipment supplier. feet.Batts or blankets of mineral orglass fiber shall be allowed as fireblockingin walls constructed 5,46 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing • C.DX exterior sheathing grade plywood. Plywood to cover over plates and headers. SOIL COMPACTION: using parallel rows of studs or staggered studs. It''. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 an-center at the panel edlge. If wall sheathing li �� 1 .NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2 At all interconnections between concealed vertical and horizontals aces such as occur at soffits, Contractor and owner for final review and approval. is nailed 3 on-center at the panel) edge to obtain higher ) )•' P �+ TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings, 12). Unless otherwise noted use 3!4 thick T&G PTS Fir or Advantech plywood subfloor shear capacities, nailingrequirements for structural adhered with P1400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: P q REMOVE AND ADD ADDITIONAL FILL AS NEEDED. �. members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces "� over subfloor as per manufacture's instructions. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code_, 1). All electrical to be installed as per N.Y.S. Residential Construction Code. such as shear plates, shall be used Ito maintain load path. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE p y h .�t SOIL AT 12'"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of ..I 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and , TESTED BY A PROFFESS10T1AL AGENCY FOR COMPACTION. flame and products of combustion. 2),When wall sheathing is continuous over connected p ceilings and over furnace#o have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 'il ' ` . member•s,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTiLL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. .\ \I:1 -_ to have regular 1/2" sheetrock. All walls to be taped and finished. to be reduced tot - 16d nailper fo ot, INCLUDING SUBFLOOR,IS COMPLETE. , 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required by current - \sesg,.. 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or N.Y.S. Residential Construction Code. �- approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM r',�,,4 4,, ,r " *I SCy`y torch down type material over. y �,l'CI DRAWN: MEI/MS >$ s�f x„�� SCALE: 1/4"=1'.,0„ 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to , „� ,.° ,y' lk° JOB tr; be installed with a foam sill gasket and cop-r-t:ex termite shield or approved equal. `ae li May27, � ,t :..•..�..,,_,� 201 S r ,e,� `^^ "" SHEET NUMBER: A 0 ____..__ -- REVISIONS: 1 _ 1 . 1 ._ __a - 1 C hr1 4,-4 O I 04 a a EA a 1 N .~ 10.4 a 1 U a F-, 1 dW 1 �—I a lal - 1 _ l 11 1 ' 11 1 11 1 1I I 11 1 11 1 I 11 1 11 1 11 , aro , 1 II '� CIJI C: • • ® � --- I Grp ` ›..4 - H. — . 11 w a . - 4. \ 1 _ w.�,. .www._�,w_. ct tt t �� o� ufl, p_�.d O 11� w ' N oIlli •-•............• �'{J / '� ` �.�.� .___,* 1111 un �q --4--- 1111 r. _7 — ---1 -_ 1 �`•P \ , 1111 Y I __._J._.�_.._..I�.._-.__....`. .'----__._...�__'-_._. I ,fit yrl••- 1 V" V 1 ° 1111 ��, • 'UP ._. 1 1111 . 1 1111 / I ' I 1 Ip nn I nn — — — r lit; C—_ y� www' .0 s I ' �..,a__s- — I_ * .-.� _ �! .�.,_ I ,.......P.V I -_ -_ ala - _ MR-____iR - ,rnr. w.wn_ww_iroww.wm_ w..wi_r.w..i 1 1 l•_• 1111- I,d-� ( L l _ _ J rr 1 ' N L'kE, nl� -f L� 1II:II O I 1 1 _..- / 7PC. ' 1n - rte-, 1 III e ` nn a nu / u\ x y .2i3. �:�.,., - •d;, ' _.__.. - ��. 1111 f �q Ln .fr .�.5 �0 ,...... .wu.a. ° 1111 = c:N �y;1J '+ 1 1 , 1111 fN\ �[j 1 C. n01lilt C5 y f� 1 n u C } Imo) `FI 1,` , Hui FZ St I I 1111 / I - cJ g 1 D a n 1, r 1 y u-1 1 I I 1111 I O = r-1 c7 A •---1T1r--+ I N- bC1 al "s�j t n p 1 �r�r I I (; I 1 / 7 � 2 ,1•,,#4/� .r/.r/+,i,,, _ 1 I . 4.,/ 4 1--' o.a c s I~ u� � 111:1 t tt I / Itl1� V 4 1 �G ( _11TIr._., �. ' '� / , _ ,:l I 111 111 ' "eo g PO .rile / , f �1 111 ' 1-1 I ter,. _ I 111 N �.) ' (yO- r _ _ _ nu .- w.w.w O WJ �' ► 4/ 1t 11 .0� 111 h Int \ OO 101 Ill un , 'I ) \ , . ' Estmi Cf1OOw n i 1 -J 111�- _,,q ,,,, (,g;,(;-: Pr I' Ed 0 L... '' i i miry' - I, I::��.. �. ✓' Ill I n Mrd ....ww .... rr " CJ7 i /" .e` 1 - .w "'. j��..._ --�� e _ s - ' " ___ _®,,w_w, �' 1 i 41w_MMI w.,, ......, ..,. •1 ....1_NOMMII.. .w.1.w...w- ...mow...w....w.w_.._w... .._ "'1i '0 I _ 111 II 1 . III -7 !�I a a 1«« E. - ,�L a ,r' A=1'//�I __,.Idi ,_ /j` .w...w._.Q " w..,.. _ o w.�.�2......+_....._.� ° • 6' 1 o • ° �' '.:0.t 0 cO. ,, np.h.i LI 1:4 ____ ct) .u.), , ,..,:j 1ST. FLO(al f3LAN FouNDATioN pi...AN SCALE: 1/4" = 1' fa SCALE: 1/411 = V '- 7 ;;(4- ' : A',r 2, .."k, S -4 NcilL L___ Nil j.... r s a DRAWN: MH i MS -Q_ . � i SCALE: 114"�=1'-0" tea, .7:::;11'..':'''''... `� May 27,2015 "-.-'! r u123��dd ,s SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALT_NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMIENCING ,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 !I�mum 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 PRIORI TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC, PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SI TALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS.