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HomeMy WebLinkAbout40624-Z TO OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEP• 'TMENT Do you have or need the following,before applying? TO • L Board of Health SOU OLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval _.., F• : (631)765-9502 L i_/ 1 '2 , ._.. - Survey _. - SoutholdTown.NorthFork.net PE' IT NO. L)Lc t, 9 Check _ _ Septic Form N.Y.S DEC 1 Trustees 4-:" 6 Flood Permit Examined i , ) —,20_ 1 .''' i _ Contact:Storm-Water Assessment Form Approved Li /i 3 ,_2 0 ifL7 I, —r Disapproved a/c 7 Mail to: '11''''–'4 ___, Phone: _.._ Expiration _11/ , l' "Th. .20J / k, I Bu i •ing I ns• 'tor APPLICATION FOR BUILDING PE' T ..- Date / : ' . / 6.- .20 /±j_ INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of Plans,accurate plot-p-Ian 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. L Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. if no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder 72< , 1 i,,() Name of owner of prem7 ises ITY/i a / 1/ (As on the tax roll or latest deed) If applicant is a corporation,sign. - of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No, Electricians License No. Other Trade's License No. 1. Location of land on which.proposed work will be done: P." L i House Number Street Hamlet / - County Tax Map No. 1000 Section 3_8 _ _ Blockll,ot ,.-.'2'',S _. _ Subdivision _ _ Filed Map No. Lot - - - 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy .5,1":) b. Intended use and occupancy_ f24 1", eoeA et /1/ 4 3. Nature of work(check which applicable):New Building Addition c Alteration Repair_ _Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units. Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front ..?`; "/"7 Rear 0 Depth "72/ 0 Height )i 4-/— Number of Stories Dimensions of same structure with alterations or additions: Front 6.5 Rear & Depth Height r,;) Number of Stories 8. Dimensions of entire new construction: Front L/ Rear cf.4/ Depth c.2 Height ;,2 - Number of Stories 9. Size of lot:Front /20 0 Rear /....)0 Depth /3/ F.5. & 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated leVO 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO X 13.Will lot be re-: .•ed?YES_ NO ;SWill excess fill be removed from premises?YES _NO , ( 14.Names of Owner of premises (x)( Address e Phone No. Name of Architect 5->")/i.C., Address Phone No Name of Contractor Address Phone No. 15 a,Is this pro• y wii 100 feet of a tidal wetland ora freshwater wetland?*YES NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. - 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topo: .phical data on survey. 18.Are there any covenants and restrictions with respect to this property?* YES *IF YES,PROVIDE A COPY, STATE OF NEW YORK) SS: COUNTY OF ddi 0 6 being duly sworn,deposes and says that(s)he is the applicant (Name of individual sigding contract')above named, (S)He is the _ _ - -e- (Contractor,Agenit,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of f 20 "7 7 1,1E D.l'. .J H ,L , /L 74/-1 _ Notary Public ,01B 1"10' Signature of•fr ic an t ua 2 e, Gemini ,ion E),pirae 14, '*, � SHERMAiI ENGINEERING&CONSULTING 70 MAGNOLIA DUNES CIRCLE ST AUGUSTINE,FL 32080 ,Z i 631.831.3872 ter.. x March 7, 2016 Building Department Town of Southold 53095 Route 25 Southold, NY 11971 Re: Septic System, Wills Property Private Road 7 East Marion; SCTM#1000/38/01/28 Building/Zoning Official, The septic system installed at the above referenced property was inspection on April 6, 2016. The system includes one 1,200 gallon precast septic tank and two 8'diameter by 6'effective depth precast leaching pools. The septic system is of adequate size and installation to receive flow of household wastewater from a residential building of up to four bedrooms. This certification is limited to the installed structures and does not include nor does it. address plumbing and service lines within or leaving the building nor does it address water supply. This inspection and certification is not a guarantee of future effectiveness for wastewater treatment and/or system integrity or function. Please contact me if you have questions or require clarification for this certification. Very truly yours Sherman w gin Consulting, P.C. CSF NE/4, Matt -w Sherman, P.E. eta sfi �. 'r CG �«° , * o iTr'd, Q �'9F4- SSIPJ^ r`nn1 =1\1f^_rAlCrOIAII^_ P1r=1-i i CrTC DI Awrwrrwrrl 13113 rrrn.rr_ D CCC Odi ` N III, 14 7016 INGD , TO OF SOf?I HOLD. --,..,..., $000 offtra c),SU FFQ ir i. STORMWATER Scott A. Russell ... 6- , 4'. T. SUPERVISOR t 21 1 -, i MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 '" 15 ' 0"6, 53095 Main Road-SOUTHOLD,NEW YORK 11971 ' '' 4z1.- $ Town of Southold ill'ori% 06 , " 06#####$60#6 CHAPTER 236 ,,,, STORMWATER MANAGEMENT WORKSHEET ( TO BE COMPLETED BY THE APPLICANT ) f _ DOES THIS PROJECT INVOLVE ANY OF THE FOLLOW a (CHECK ALL THAT APPLY( Ye-,I No 0 e E A. Clearing, grubbing, grading or stripping of land \milli&affects more _ than 5,000 square feet of ground surface. . ...... MU B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. DIJ;Lc. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. , arn-i D. Site preparation within 100 feet of wetlands, beach, bluff or coastal 1 erosion hazard area. 0ORE. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. El F. Installation of new or resurfaced impervious surfaces of 1,000 square A 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. _ —' S.C.T.M. *: 1000 Date' 1 APPLICANT: (Property Owner,Design ProfessionaL Agent,Contractor,Other) I District '3gr:17 1 d 5 10- 10. 15lf," _ Section Block Lot / i4 Is. i , ' ,L, . „„„. . 5,anntar, 1 ""FOR BUILDING DEPARTMENT USE ONLY"" comae tplurmarion 5, a e'S06 Teirphone Sr.ar*r Reviewed By: Date: Propert ,Address I Location of Construchon Work: — — — -- — — — -, — .— — — — — — — ,,,.. ii, i (-10x-t 141, WM Approved for processing Building Permit. Mil 1 Stormwater Management Control Plan Not Required. I I ,11.1.,: 14,,)- ;(,/l4q li., Q!I Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) 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' I oossiDo a ALA, I cy.o6, .... koprthA- - Vol„ CL 8.0) PRO ___..------‹ - ' Z : / /2 / 0 , 1 2 STORY ADD1TDON( r.L.,:".*L'LL 4 w/PORCH ,-----7 1 .,L ____- _----- fet_t I.02/ • DRYVVff I L 3 J CC d -----; 1>< _ 1 0 ( Il, ., VF ! _XISTING 1 1 2 5 FOR,Y..K ,,,X .,..^.:X.,'„X.,:,;,<,;,Xe —” ''.-----_,..........) HOUSE 4 5,,tx " „_ • ;;,.:'4,"//,,'">;>,/'.,'Y'4,6;;.! CCA4,.74,-'''XX 11114>;:X,;<,',,,'„',/}<>/5e.:-;','K'X' , (15t FL euv,CD) 1.,'-'• .>' :,,X54,,X,>,,,,,,VV,.1;,/:^M,',,,,.>,„;,W9/;"1 ? 4,X:,),?<:"' , ''O',> W ', , ,X'>':,''': ',^<''. ':"''4).<:', ',.'exX'7",i/`•, ' .'/',X'X',K ..,„ /./,4,4%,:',„ . ,,,;4.,I,,,,,,,, ,N,/,',' 4,;:4, A0;!;,,?".'.,,;,.,„,,,,,.4. 40',,),,',,';,.4i',X,4,, ,>f.(5'L4,. , „, ,.,..,: ,./.. ,:..',,„.,,..., ,L,___,` ),,,x"4..,,,; 4 4)4.;'' , 1 _ ilE.',3'GARAGE wi t,..,' ,!,`,),,;'>,t9 ,,VC"': 1 ; lO 0„, );T / - /,,y ,,, „,,.,e, Kx‘ ....,-----'r.---- co,SCRETE APRON ,.. /4',,,1,,/,',../ V7^ ,:,'';,`3, :';(;/:, 17 I . 4 1 i , . A___ 3,,7 of "----. ,?I'-,, 0.,10 0) T )VEKED COR,Chl...!. ----- ,0 UTL1NE OF ?I FOOTE'RJ NT ARE/ ---- 1 BEING Rif MOV.:D (,--:: : 1 1, 1. / ,.„.- NEW CONSTRUCTION DI R.T I'it',F0.1 NG ' A 4 ., , u. (,,,,,,,, 7 DRIVEWAY TO BE R,.C.A. FILL AREA .i.,, ' 6'ABOVE EXISTING GRADE! ' ,F,13111:)DRIVEWAY FROM UI ,IN 2 ,-----" CEL ao) i WILL BE REMOVED SOIL "STAGItIG cmis-dRucTIoN DIRT RC'1+TO GARAGE TO BE DIRT AREA" V ' , SEEDED UPON COMPLETIO ',TNE w/GRASS CENTER. IQ TE5)11014 I\ 'CONI *PEA O CRETE WASH oil OF ROUGH CONSTRUCTIO , - , / 9 CA.I...00) \NI 4 4'.g " ' APPROX.WEI.L. 1 LOCATION (EL 13,0) 4 f--, ' W.'...r5 l'I(ft (20)2 G20' to 51-11PYAR PRIVATE ROAD # 7 \ fiC15TING DIRT ROAD \ 4t. CUL-DE-SAC \ 50'WIDE*DEAD END --------____ Gmpf JI-1141 -h.° -FL_ _i, , 77+TH_ .. -H-- _J_T;_- TirTi: A _ -,. . _ r 1 _ - - -- _ , j el _ 7-4- i._._ L---,c-- 44- 4 -- ---c,""NI ' 4 r --, N .-, ,,, „,,, % // 0/ SITE PLAN PERSPECTIVE VIEW SCALE: ,16, 5CTM: I 000-38-I-28 Inlorrnation taken from parbal survey provided by homeowner 30' MINIMUM 2 x 2 *(Xci..5.arvq„./dated I 972 and prepared by Roderick Van Tyle FENCE POST / PROPERTY AREAS: WOVEN WIRE PENCE ,. -I Existing Lot area: I 5,773 sg.ft. 6 1 House(en stingy 1055 sci.ft ( x 0 - 10/ 0 WWF) 1 Existing lot coverage: 0.7% 11 --- FILTER CLOTH ----____ To be removed: 382 sg.ft. bl II, Cd Proposed New Area. 970 sg.ft ,R- ' New Porch: i 56 sg.ft, - - Total Area: 1840 sg.ft. - IMAL LOT RAGE I I.6% EMBED FILTER CLOTH I -------- .0e ' ---t. MIN. 0” INTO GROUND . , Area of Construction Includes, 7 Reiiiii eorch I SOng 4" New Addition 570 sg.ft. ` -- 6 Extent of Construction: I I 08 siii.ft. NOTE: Extent of Land Disturbance: MAXIMUM DRAINAGE AREA 5,300.5.61'.ft.+/- 1/2 ACRE / 100 LINEAR FEET *TO BE CONTAINED FULLY BEHIND SILT FENCING TEST HOLE SECTION DETAIL V/ NOT DATED SILT PENCE DETAILS - NTS GRADE TOFSOIL ---- 0.5 r' ru-I ROOF GUTTER-- 0- „0 0. „..---' Milir HOUSE 1.0AB 3.0' DRAINAGE INSPECTIONS ARE REQUIRED LEADER Contact TOS Engineering at 765-1560 before --,„ Backfill,OR Provide Engineer's Certification that the drainage has been installed to Code. SAND EXTENSION , 7.0' WATER ENCOUNTERED SOIL$GRASS \ GRADE , . F .._ --'`,7 2^,-/-"L,',/ •j•CI L-„T rg D.-15]Dul FA rM,/ VT -REF-72R.'",77/Ru 71\u,„</„' PRECAST CONCRETE SO FS Li Eil _E] 1:.__. / Ii iffl F:'' '' )77 IL,J CI EL 1111,.. L0 F 00 hil r.:BC2g 1.7.4 P'',NZ,N,N,NNY '' N. ! I 0-0” MIN 0h.1 Di I:0, DO kl-f1 l',.- . LEACHING RING- . 0_,,I, 8.-.00 x DEPTH CALCULATED 7- 1 [" "1 CJ LA al PLI n .. TYPICAL LEADER ELEVATION/SECTION Of N E w 'c., ' 11 El FA al 4, „O.. 9,0 LI A4,4,, ,J \ El DI Cf.7' Not to Scale L,... 7["..]Di 7 H -NOTE: no r RUN" IT r_Gutters continuously around; 41 0 . ,, 1 Leader locations as per iof EROSION&SEDIMENT CONTROLS installer-all leaders drain to Shall include but not be limited to: CLEAN SAND$GRAVEL 0'0 PVC pipe to new drywells. NM 0835,0 4:„,m , A.Sc A well maintained Construction Entrance, Wire Backed Silt Fencing,stabilization& RUNOFF CALCULATIONS: Seeding of exposed andjor inactive soils. 2001 x.1 07 x 7.5 m- 250G gallons of runoff @(I) I'-0"x 8'.-0"0 capacity=300 gallons 2500/300=8.3 APPROVAL OF STORMWATER MANAGEMENT RunofF Containment R.eguires: CONTROL PLAN -Town Date:IICoderyV23/9 (3)3'-0"deep x 8'-0"0 ring -1 .'"" 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DEPTH @ 48 O.C. 0 b WI MIN. 3'9(3'x 'WASHER @ PLATE 0 EXISTING BASEMENT uP �, • AREA TO REMAIN ( PROVIDE BRIDGING I ' THROUGHOUT ENTIRE 3 2' DIAMETER STRUCTURAL J -,`'' I 8"POURED CONCRETE 12'3" FLOOR SYSTEM, 8'-O"O.C.; STEEL COLUMN BURIED IN ._ -)-" --;•n•-•-•"-- ---. •' 0, FOUNDATION WALL WI �� ?c:,t;�.:;:...;.-;.:.'�•• ': �:.:,.:..:-.-,..,_::•,•. I'-4"X 8" d FTG.; PROV _k r I_ 4"T*G PLYWOOD SHEATHING 24"X 24"X 12" POURED 2-#4 REBAR IN FOOTING ABOVE, GLUED SCREWED CONCRETE FOOTING�fYP.) I— I ::a: I12._0. —i -a° 3'-z° (TYPICAL ALL AREAS) O I r UP ': R 19 INSULATION — _:_:_ _ —, PRO IDE BEAM POCKET IN DAMP PROOF PERIMETER t • •=' • FOU DATION WALL; SIZE OF FOUNDATION WALL Z TYPICAL ALL AREAS , 3- I I�" LVL D y-PPED GIRDrR I ( (CONTINUOUS AROUND ALL AREAS) 3 DIAMETER STRUCTURAL S SII AS QUIRED TAR ALL U STEEL COLUMN BURIED IN SID (IYP. BOTH ENDS �+ DOUBLE JOISTS UNDER 24"X 24"X 12" POURED I BASEMENT ALL P.�RTI NS RUNNING v :a AT L GIRDERS) _ W a CONCRETE FOOTING, POINT '-O" HEIGHT TO UNDERSIDE OF JOISTS ,L 6 PARALLEL(PYP. ALL AR1 AS;)` I :;. Z Z $ CARRIED DOWN FROM RIDGE I I J i.- , J . m GARAGE ' C� ,_, 1/ I �� ''. 4" POURED CONCRETE SLAB Z ON COMPACTED FILL WITH 1 EXISTING STRUCTURE - L z U FOUNDATION WALL LEGEND: w ~ BREAK THRU EXISTING e 4 POURED CONCRETE z 3-4^ 3'-2" ; .. W.W.M. 6 X 6/ 10 X 1 0 • Z FOUNDATION WALLS, I I • - GAUGE WIRE(MT. ALL AREAS FOUNDATION WALL FOR SLAB ON COMPACTED FILL; �� I WITHIN GARAGE) O n F FOOTINGS SLAB ACCESS BETWEEN AREAS R-19 INSULATION I� v `r I 0 'o �-+ TO REMAIN TYPICAL ALL AREAS \ b 00 • WALLITO REMAIN FOUNDATION ni m • co d . u • w 4 —. _� .— . — ... . .. .....9. 1 UAREA TO BE REMOVED X •y,f,o c U c •o' — — 5" POURED CONCRETE - C..) , O • FOUNDATION WALL �' O ov pd • — — WITH I'-4"X 8" FOOTING; w �0 O O O p • I- • PROV. 2-#4 REBAR IN FTG. ..4. b Utl1 N eQ �_ - SIMPSON HTT22 METAL . • — — 8" POURED CONCRETE N 0N HOLD DOWN ANCHORS ' . --� * -1 L \ p --1 r (2)2x8 ACQ GIRDER _, PAT GARAGE DOOR OPENING\r__=_ FOUNDATION WALL — — �– — — Q WITH I'-4"X 8" FOOTING; U I (2)2x8 ACQ GIRDER� .—..--= . . —�Q I — . _ �_ . •—. • I . o f �- • • FIG. 3'-0" BELOW GRADE Z • \ LOWER FOUNDATION WALL .� 7'130' / HEIGHT AT DOOR OPENING z -.1,- 16'SONOTUBE W/'OU'Cy 7 tkOVIDE SIMP6-ON LGUM26-23'-0" POURED CONCRETE F- CONCRETE FOOTING 4 SECTION CONNECTOR BOLTED TO FOUNDATION \ APRON @ GARAGE DOOR o 20"X 20"X 8 d. A WITH TITEN HD b"X 4" BOLTS, TYPICAL ALL / ()7 (TYPICAL ALL FOOTINGS) •, GIRDER/FOUNDATION CONNECTIONS -i 16'-3" —2'-7 1/2"— - Z �n SECFI ON (p B UO • 1 23.0" 21'_C� f- (7) Z . D L } W t Q z I� -,SFOUNDATION PLAN w SCALE:• 4" = I'-O" 0 P4.- NE U 91.11 z * • .�, ,.iti z 7:7 4ii 114;:ifil01:0;i4 43. O 08358a k7 ,1 ssioNP v 3 UNAUTHOR/ZED AL TERA T/ON OR ADDITION TO THIS DRA WING AND SLA TED DOCUMENTS/S A VIOLA TION OF SEC. 7209 OF THE .°:e: 0::Y.S. EDUCA TION LA W u, D 0 c N LeJ z zz N 0 n — a_ Q — z o z J W NEW CONSTRUCTION ¢ 0~ 0 > CC L cu 1 1 O z N 1 1 — J. KITCHEN RELOCATt = 4-13 m as TO NEW ADDITION cNs > 4-1 DO E" L 4 co LL w O FAMILY ROOM -] n II II EXISTING STRUCTURE TO REMAIN I ' ') °3 1, WALL LEGEND: Oz �SECTION 4/SECTION li 11 i '% ••; WALL TO BE REMOVED i- 111111a181 . IREPLACE 11 II 1 44'-0" ell II t s'-5" 21'-I" WALL TO REMAIN 00 •.•. 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W p R 1INSULATINw/ PLYWOOD SHEATHING ,'�TRIMMED LJcoilI' ,� o I, W ��;-_an• „� �.� ' CONTINUOUSLY AROUND. ►-i OPENING F / 1e SICDD9EFIRERATEDDOOR POST WITHIN WALL I is JOIS1 1 2668 - CLOSING HINGES, o o i III ATTIC STAIR ; PROVIDE I LAYER i"GYPSUM BOARD w a; 0 FROM RIDGE W e I" \ 1 I r�u EP e STEEL JAMB p ¢ :' - ON INTERIOR SIDE w r� NEW DINING ROOM N 3- 7 a LVL HEADER, 1 q MUDR M Do FLUSH TO NEW JOISTS 0 36"KNEE WALL ' Z x BEDROOM TO BE RELOCATED UPSTAIRS / : — _ _ �� o N T w/WOOD CAP m 11 I h ( 2 X 4 STUD FRAME INTERIOR PARTITION Z m �� c, ` i : 1„GYP I / I 8x8 POST CARRIED o �.�. 2068 ■ _3- 14" LVL DROPPED GIRDER , •.� N.N. SUM BOARD ON EACH SIDE; USE �" jili\ ���'� '��_��� ■, �� °'• MOISTURE RESISTANT BOARD IN BATHROOMS Z1-1 ' 4.. '1 DOWN TO FOUNDATION; `O 1 s ,, i USE CEMENT BOARD ON ALL SURFACES TO w ]2- 7- LVL RIPPED DOWN I - 1TO 6" FOR DROPPED HDIZ 5o6aPROV. DECORATIVE CAP \ ` % CLOSET OVER.STAIRS; •c.o. RECEIVE TILE. CI) m<L. 1 T(�,f;�ED I 4 BASE TRIM I �� PITCH FLOOR IF NEEDED TO t S D Z c • 1 OPENING i ALIGN 1 -i ' IAUND' ��'/ ALLOW FOR CLEARANCES NEW GARAGE < Z J \ Y/ 0 2"X C"STUD FRAME WALL TO UNFINISHED 0 EXISTING STRUCTURE TO MAIN W `y IwhiN / 7I Z J > �? I % illl///////i�4 GARAGE. PROVIDER 19 INSULATION ANDMN (� ALIGN FLOOR =1 O ` N5i FIRE RATED D YWAJ `_`_�� = I �,_a, lig DRYWALL TO GARAGE SIDE i 1 ! 2'-a' a HEIGHTS BETWEEN �_ I q I w 1 w ' NEW 4 OW AREAS w • ' ._ WI1 1 WALL BETWEEN HOUSE GARAGE- N • PROVIDE 3- 2x8"HEADERS ABOVE ALL WINDOWS UNI F5 / z I R-19 INSULATION -- a� CO / NEW ENTRY 2068 ' �!! / R-I B INSULATION WITHIN WALL 5„ „ --7 - - , , c.o. ����'>.�+ FIRE RATED DRYWALL PROVIDE g DRYWALL ON J OTHERWISE NOTED. NEW WINDOW HEADERS TO BE 6-8 <c\ R\ COAT _ ` ss.o. 2668 s'-a' / CEILING OVER GARAGE > CV ABOVE FLOOR. •„i.,, \\� / \\, \ CLOSET; 0 -'p • EXTERIOR WALLS TO BE FRAMED w/7'-6"WALL PLATE HEIGHTS. . I II-9" `v �� ,_I I/2" \\ m ` liii • W r 3068 ' ' \DOWN - .r ; r T T \i7 • z aU .... •: ® -' 1 ® 1 r ® ® MPERFD ,4 3- 14" LVL DROPPED GIRDER +„•� .. k. i • ,`-, /t:•. ......i❖ P' I:i:.........:::::::Is�.I::s ..':. :$I Is::' ;.Cy ,:Pi—=_I: ••';•;•yl,� — — — — — — — _ l' 15'-9I/2” I III 1 4,,, 4{ y .p / L II 1 I S, , � U 1 3'-7 I/2" —54 1/2" 5'-4" 3'-I /2" r---- • ENTRY PORCH II •` / Z III ` '3" +1-�`EILli G HEIGHT a"x4 FIR DECK j \�� /�i s• 1 111 /• 1 1,..._./1 BOARDS BEADED �� \ 2868 • C- CEILING I ,r `\ Z 8"SQUARE PERMACAST / `.-- __J ,/ `� 2- 1 i"X 7i" LVL H�ADER,�-, 16'-O"7 8'-O" DOOR W/ J COLUMN w/CAP 4 BASE -P±kT--E BOVf-4�ISH-' _ 3- I I g LVL HEADER 4 CS20 STRAPPING ct DETAIL FOR ALL SHOWN "' — — — "•`. (n m M z 6 8'-2 1/2" / 1 1'_1" / I I'-1" NOTE: 0 CD • PROVIDE WIRING FOR OVERHEAD — . —.—. —.— . — . —. .—• eD s1'-7 U2" 4 ._. . — . —. — . .— . 101!2" hARAC'Fn(�C�RA�iPFR � 2 I'-6" SECTION MANUFACTURER SPECIFICATIONS 4 /SECnoN (J) A IN ACCORDANCE WITH THE 4, B a RESIDENTIAL ELECTRICAL CODE (5) } FIRST FLOOR PLAN OF NEW YORK STATE Q cZo SCALE: 4" = I'-0" o SOF NES, 0 * 0 z rQ J—,'v'.AI [L .+i ltdf . ' °,0 083584 tli� v 9° Ess,oNA 4 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS ISA VIOLATION OF SEC. 7209 OF THE N.YS.EDUCATION LAW U, 0 O a El N Z OZ N o — Q — z o z llJ Q F- NEW CONSTRUCTION o N 0 EC N 0 iiI oo • EXISTING STRUCTURE I Ai* v TO REMAIN /• = >L. c p E — 0 O In (L w O 44'-O" WALL LEGEND: • A ______ WALL TO BE REMOVED EXISTING LIVING SPACE I Z TO REMAIN AS IS /secC) /sEc11oN /Se B N WALL TO REMAIN O_ •co. • • o `■ f 2'-a" I I'8 1/2" Ia I^ 1 I6'3 I/2" 3-61/2^ i WALL TO REMAIN BUT ALTERED- //7/, r—II //7/, PROVIDE NEN/INSULATION (AS NEEDED) Q PITCHED AND " DRYWALL ON AREAS AFFECTED 1 4 w• a.•rr.•. ��::y?:•:•:;:•:..•a::•;.•;•;::•;,;.;.;;.; '�' ''' BY CONSTRUCTION 7-8 'WAL PLATt�• 4.8^ m�`2�. CO PITCHED •.. : Mill 3'.6°•Ira� HEIGHT•@•WALL• �.° ?, 2 2868 NE OF 8'O" CEILING HEIGHT k r LINE OF 8'-0" CEILING HEIGHT v. 1 HALL NEW CONSTRUCTION - DOWN � O i S EP UP `6 _ 1 O o C0 - / 2"X 6"STUD FRAME DCTERIOR WALLS w APF►wt. 6 L c o ' z R-19 INSULATION w/8a PLYWOOD SHEATHING 7' 8 "C.H. I 2 / \ sS.D. 1 CONTINUOUSLY AROUND. 24681ss.�. � /2068 2068 I'�, t 160 v PROVIDE I LAYER"GYPSUM BOARD�MARBE , \ — / O m ON INTERIOR SIDE Z I C. ■� \ \ ADD .12 \, 266:►\ / LJ U. / ,- CLOSET o 5: / ••••• ,.,, �' a ' S'-8 U2" �� m 2468 BATH F 2 w 2"X 4"STUD FRAME INTERIOR PARTITION co) I._II I.. /N I —�lll �i �\a\�\�\�\�\�.�� VIll 0 I a w Q, IfLUF ,� c.o. �n MARBLE / TNI . \\ \� k GYPSUM BOARD ON EACH SIDE; USE Ii - �� Ij O m FS.D. ` to SADDLE INSULAT ) I- ED MOISTURE RESISTANT BOARD IN BATHROOMS y V c.o. 8 C H (?) 10-8" h NEW BEDROOM > ATTIC A GESS U o _ 4. USE CEMENT BOARD ON ALL SURFACES TO Z *AB • tS.D. I 0 " t 206SQ.FT. H Q I °o.-�/� RECEIVE TILE. 0 • O b O ` 1 I.6%LIGHT U - b x y W2 b POTT TO NEW '`�0 N U u H Q ' 10.9%VENT zo o ' N aU 2"X 6"STUD FRAME WALL TO UNFINISHED Z C) / , RIDE `�I I cv >11-1 U _<03 BEDROOM ' x 53 ' ATTIC AREA. PROVIDE R 19 INSULATION AND Z ((j ! 6: RELOCATED FROM DOWNSTAIRS N g / UNFINISHED ATTIC " '— .>,) ,• x ' �\�\�\�\�\�\��ate/ DRYWALL TO FINISHED SIDE Z 71 122 Sari. O I N — N dU 13.I%LIGHT _ t • 6,_2' 0 W I ® -71N 12.2%VENT z: 5,_a. p 1 / 0 • PROVIDE 3- 2x8" HEADERS ABOVE ALL WINDOWS UNLESS 0 1 AO 2868 INSULATED N OTHERWISE NOTED. NEW WINDOW HEADERS TO BE C-6 2' I EXISTING STRUCTURE I. .MI ' I I DOOR wJ SELF CLOSE ABOVE FLOOR. Z TO REMAIN / \ PAIR 1 CLOSET HINGES 4 DOOR SWEEP • EXTERIOR WALLS TO BE FRAMED w/7'-6"WALL PLATE HEIGHTS. Cnx LINE OF r di"C.H. 1868 \ 1 286 N • CEILING TO BE 8'-O" HEIGHT ABOVE FLOOR I PITCHED 7` t IOA at,t,4 PAIR I / FLOOR APPRX. 6 Z' ' Li •,• `1858 DOWN IN CLOSET ( MASTI RBATHROOM NOTES:PITO l' CLOSET CLOSET FROM BEDROOM ! I I_6^ �J 4,_0, `; • VANITY WITH MARBLE TOP; I e LINE OF 8'-O" CEILING HEIGH ' �i % LINE OF 8'-0" HEIGHT WALL MOUNTED MIRROR ABOVE. EXISTING GABLE END WALL 1421 ©PITCt1ED • 1 " PLATE HEIGHT WALL �I • CUSTOM SHOWER WITH VINYL PAN; NEW 2x4 STUD RAME �',.;.; .. • '• ''''''r'•--° :=:::=:=::::.'��:* -:=:= .. :�:: ..... BENCH WITHIN SHOWER. TILE/MARBLE EXTERIOR WALL ECTION ®• • 3068 TRIMMED OPENING @ 6'-I I ' PLAT HEIGHT4_2 3 I/2° 5'-4" s-� u2° 5-a° SURROUND TO BE DETERMINED ALL WALL • I INTO GABLE ATTIC AREA SURFACES TO RECEIVE CEMENT 0 OFF EXISTING SUBFLOOR I23'-0" / BOARD PRIOR TO TILE/MARBLE INSTALL. Z 20-8 /2" - - 44-6" • FRAMELESS,TEMPERED GLASS < PITCHED PITCHED SHOWER DOOR* ENCLOSURE. Z 1111, I • TILE FLOOR ON MUD OVER SUBFLOOR J OUTLINE OF GARAGE . n • NEE WALLS TO BE2 OUTLINE OF PORCH BELOW WALLS BELOW ,,,,,,,,,,,,,,,,,,,, K 36 HIGH w/MARBLE ( ) (13 'r1--I:••:•.,,.. """ • • ' CAP TOPS *TRIM DETAIL Z 6 a-s^ <0 0 / t` 21'_6�� / U m rZ Z . i SECTION i SECTION V - A B (fl } .v SECOND FLOOR PLAN SCALE: 4" =--- I'-0" }W o N 004 �P��pF NEW • U • �.,vii,. C? O 083584 Q,' ROFESS IONPv 5 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS IS A VIOLATION OF SEC. 7209 OF Tf1F N.Y.S.EDUCATION LAW ui 2 6 OC Z ZZ N 0 ROOF GUTTER Q - z HOUSE c� z § J w oC V Q D N D [L LEADER N 0 EXTENSION 3 73> � z SOIL *. GRASS - - GRADE ;; m 4c v A MIIIIIIIIIIIIIIIIIIINW / I ®® ® ® ® ► gl />\//\ /\ A/// / . ,\\ ' \ \"\ \/s\\ PRECAST CONCRETE _®® ® ® ® IT I 01-0° MIN z LEACHING RING - O 8'-O"0 x DEPTH CALCULATED __ I- ...I I -®® =®® ® ® TYPICAL LEADER ELEVATION / SECTION I EXISTING SHEATHING Not to Scale ISTING RR EXGUTTERS CONTINUOUSLY AROUND; -®® ® ' ROOF MATERIAL TO REMAIN I / LEADER LOCATIONS AS PER INSTALLER- ®® �� / TO REMAIN ALL LEADERS DRAIN TO 6"0 PVC :®® � RUNOFF NOTE: PIPE AND DRAIN AWAY FROM HOUSE Gutters continuously around; Leader locations as per installer - all leaders drain to II 4 4 CLEAN SAND $ GRAVEL / EXISTING RR ry G" 0 PVC pipe to new dwells. � TO REMAIN / sEcnor I /SECTION /SECTION C A A • BZ RUNOFF CALCULATIONS: 124 U J L J c 1725 x . I G7 x 7.5 = 2, I GO gallons of runof W a I I r(_— -'(—' b -i @ ( 1 ) 1 '-O" x 8'-O" 0 capacity = 300 gallons W a r— r 1 , 2 160/ 300 = 7.2 Z Z hr 7'-6"WALL PLATE HEIGHT 7'-6" WALL PLATE HEIGHT �► I -i a;"WALL P .T L -11'-a Runoff Containment Requires: ^ �! \ \ (2) 4'-0" x 8'-0" 0 rings (or equal) Z ._ A r ��� �, 12 d I �� I CV Jki Q b d 7 � C? 12 Z � �� { o I �r• —13 X9! �o - - 7 � O w .- 1/c) N 1 I - - I C.-.1- Li :4. 7 I w L I X - GAF 30 YEAR ARCHITECTURAL N U I '�' \ z \ N @) ASPHALT ROOF SHINGLES W/ 15# CD / I FELT OVER 8"CDX PLYWOOD WITH \ O m (/1 i= • 9•' LVL RIDGE\ • v ICE* WEATHER SHIELD @ PERIMETER-5 CD j N _I• Q *VALLEYS > •""'oy / EXISTING RR X TO REMAIN / w • 0-) v N I - I I ti" LVL RIDGE m C O w \ 8 d ._._.. I \ m o I ...... 4-s 3 N 6 • ~ Q X -63\—i �oU o _ l� I2 we x6 I �.TR, 12 I � 7 oZ N0 •\ z {- N lD I • -0 cq- exEo002' (-3 ci CU — \ ze Q N � Q ib Q z X X - V �! - NaU N Ne z I - / EXISTING RR TO REMAIN /\ (I) m Iz 7'-C"WALL PLATE HEIGHT O 6 .—. .—. .—._. I I — •'i� \ z 2x8 PORCH RR \ • I ' I6" o.c. TSL. .±. .�. N. 0 Y @ ��\ l� °d d i 7 in. p 2�"X I O" R.R. I ›- U..1 '1 /OAC I0 . 0 • o U I - -'! / @ 16" O.C. / 0 Z �/ = Ie —tr •/ SECTION i-..0 2 — x• 2"X IO" R.R. • W ra" / -U, - NU - NU IN/ / @I6"O.C. / I cn y V 0 __. V ADJUST RAFTER OVERHANG J �F NE1�, >__U DIMENSION fi�LIGN FACIA . ��G \ Z /• .CQ', �' BOARD w/PORCH •-°_ 4 1 Q SECTION /SECTION � Z A B ,tat ROOF FRAME PLAN SCALE: 4" _ !' O" A � G UNAUTHORIZED ALTER4T/ON OR ADDITION TO THIS DR4WING AND RELATED DOCUMENTS IS A VIOLATION OF SEC. 7209 OF THEN YS EDUCATION LAW Li, NAILING SCHEDULE O O ON 2001 SBC HIGH WND EDT:ON WOOD FRAME CONSTRUCTION MANUAL z N 0 C JOINT DESCRIPTION NAIL QUALITY NAIL SPACING N Q — Z I I g' LVL RIDGE; ROOF FRAMING SIMPSON CS20 •• •• •• •• RAFTER TO TOP PLATE TOE NAILED 8'-C"WALL:3-8d PER RAFTER r c.-c-WALL:4-8d PER.R FT ER VERIFY PITCH CONNECTOR(TYP. ALL) U' Z CEILING JO'ST TO TOP PLATE TOE NAILED 5-O"WALL:3-8d PER JO ST TO MATCH EXISTING C-C'WALL:4-8d ERJO'ST 1 2 �� * -6j 11-1 W CE'L'NG JOIST TO PARALLEL RAFTER FACE NAILED SEE TABLE 3.7 EACH LAP 7 ' Q ~ F EACH,Qa GAF 30 YEAR ARCHITECTURAL G CE.L'NG JOIST LAPS OVER PARTT:ONS FACE NAILED SEE TABLE 3.7 COLLAR TIE TO RAFTER FACE NALED SEETASLE 3.4 PERTE ASPHALT ROOF SHINGI F`i W/ 15# 0' ELOCK;NG TO RAFTER TOE NAILED 2-8d EACH END FELT OVER g"CDX PLYWOOD WITH RIM BOARD TO RAFTER END NAILED 2-,Cd EACH END ICE 4 WEATHER SHIELD @ PERIMETERS '-.C2--- • 4 VALLEYS \O ATTIC R-30 INSULATION 4 VENTED — WALL FRAMING 2 BAFFI FS BETWEEN RAFTERS tn FACE2-I Gd . PER FOOT — O TOP i LATE TO TOP PLATE NAILED TOP PLATES AT INTER ECTIONIS FACE NAILED 4-I Cd JOINTS-EACH S'DE 2-2'C.B. THRU C.T. 4 R.R. „ „ (TYPICAL BOTH ENDS) • 2 X 8"C.T. @ 16 0.C. (/v R 30 SIM } STUD TO 5TL'D, FACE NA'LLFC 2-i 6d 24"OK; �g'`" HEADER TO HEADER FACE NAILED I Gd 'G"O.0 ALONG EDGES @ 8'- ABOVE SUSFL TOP OR BOTTOM PLATE TO STUD END NAILED 2-'Gd PER 2X4 STUD \ �� z 3-'Gd PER 2X6 STUD 2"X 8"ACQ LEDGER BOLTED .11'_a's-w ` -) IV o , 4-'6d PER 2X5 STUD I 2x4 INTERIOR FASCIA w/VENTP-D 501'P1T TO HOUSE FRAME WITH 5" "LEDGERLOK"SCREWS 16" O.C.; STUD PARTITIONS . 41 L 501-TOM PLATE TO�OORSO;ST, @ BANDJO',ST,END JOIST,OR BLOCKING FACE NALED 2-'6d '•— PER FOOT HANG PORCH RAFTERS FROM LEDGER 3- 2x8 HEADER ABOVE DOORS m j U LO a' WITH SIMPSON LSU26 HANGER - b BEDROOM CLOSET HALL 4 WIND_ RAPPING: HEIGHTS AINUILAI tU L- sw= O — 5 FLOOR FRAMING JOIST TO BLL,TOE PLATE,OR.GIRDER TOE NAILED 4-8d PER JOIST BRIDGING TO JOIST TOE NAILED 2-8d EACH END 12 Ei_OCICNG TO JOT TOE NAILED 2-8d EACH END 2 ar--- • PROVIDE SIMPSON LEDGER STK T OCKING TO L L ROP PLATE TOE NAILED 3-I Gd EACH FACE NALED 3-i Gd EACH SOCK I'"5"IST8 oz.. @ Err O G.' 3 CSI 6 STRAPPING 4 PLYWOOD SUBFLOOR JO5T ON LEDGER TO SEAM TOE NALED 3-8d PER JOIST FASCIA 4 VENTED SOFFIT - s SAND JOT TO JOIST END NALED 3- 6d PER JO ST -----,vi x, w/ i APNP ; 77" LVL F.J. @ 1 6"!P.C. �'it ,.u4 :- 9JNSULATION EXISTING FLOOR . __ . — Z SAND JOIST TO SLL OR TOP°LATE TOE NALED 2-1 Cd PER FOOT CEILING 1, 3- 7 aI.' LVL H.EAlZER,_ . _ , iit 0 2- I 4"X 74" LVL HEADER; �� ` FLUSH TO NEW JOISTS USE SIMPSON HU 5 RIES 'i" EXISTING CEILING ROOF SHEATHING PLATE ABOVE 4 WRAP FINISH CONNECTOR TO CEI NG 0 STRUCTURAL PANELS JOISTS @ FLUSH H DER o 4PERIMETER EDGE ZONE- 1 6"0/C -G"AT PANEL EDGES Q • • 8d AND AT!rffERP."ED'ATE SUPPORTS Ira THE PANEL FIELD z"GYPSUM BOARD 2"X 6"STUD FRAME @ 16" O.C. NTEROR ZONE- f G''O/C-6"AT PANEL EDGES AND 1 2`AT. Z4 A TYPICAL ALL AREAS " 8"SQUARE PERMACAST o R 19 INSULATION, g PLYWOOD 8d NT ER^AED;ATE SUPPORTS iN THE PANEL F QLD NEW KITCHENSHEATHING ON EXTERIOR HOUSE FOR ROOF SHEATHING W TH;N 4'-O"OF THE PER METER EDGE OF THE ROOF,INCLUDING 4'-C"ON EACH SDE OF THE ROOF PEAK,THE 4'-C'PERMETER COLUMN w/CAP 4 BASE; PROV. • EDGE ZONE ATI-AC-iMENT REQUIREMENTS SHALL SE USED. SIMPSON STRAPPING 4- HOLDDOWNS WRAP 4 SIDING AS SELECTED CEILING SHEATHING N 2x6"ACQ SILL PLATE GYPSUM W.ALLSOARD 5d COOLERS 7'EDGE/ i C'F:ELD s"x4 DECKING 4" PLYWOOD SUBFLOOR n 4ER TERMITE SHIELD 0 PROV. H4 CONNECTOR R-19 INSULATION 7�" LVL F.J. (� 16"O.C.OWALL SHEATHING 2x6 ACQ DJ y a OVER SILL SEAL; Z STRUCTURAL PANELS 8d 4'EDGE ZONE- 1 G'0/C -C"AT PANEL EDGES AND 12"AT n 8" PROVIDE SIMPSON CS20 1-4 U 2- 2 X ACQ GIRDER INTERMEDIATE SUPPORTS ORTS!N THE PANEL^E ^ 4x4 POSTS ON FIGS. W/ LPT4 CONNECTORS ^ 8d NTEROR ZONE- 16"0/C-G"AT PANEL EDGES AND 12"AT ‘ 3- 1 I g' LVL DROPPED GIRDER w W r,TERr.�ED ATE 5...17PORTS IN THE PANEL FIELD ��� 8' DIAMETER ANCHOR BOLTS Z (,f' FBERBOARD PANELS 711 G" Gd 3"EDGE;G"FIELD AB SERIES CONNECTOR b W/7" MIN. DEPTH @ 48"O.C. �, 25/32" 8d 3^EDGE/C'FELD I O"SONOTUBE W/POURED m a W/MIN. 35:31'4"WASHER @PLATE ri V �, GYPSUM W,AI!FY-)ARD 5d COOLERS 7'EDGE/ I c'FIELD NEW BASEMENT Z ,..a 8d 4'EDGE ZONE- i 6'0/C -C'AT PANEL EDGES AND 12"AT CONCRETE FOOTING v 20"X 20"X 8"d., 36" DEEP Z? 3 DIAMETER STRUCTURAL w if HARDBOARD 'NTERMED'ATIE SUPPORTS IN THE PANEL FIE;_,^. STEEL COLUMN BURIED IN NEW 8" POURED CONCRETE ZCi) 8d INTERIOR ZONE- 16.0/C-6'AT PANEL EDGES AND '2'AT (TYPICAL ALL FOOTINGS) o 24"X 24"X 1 2" POURED FOUNDATION WALL W/ Q' Z INTERMEDIATE SUPPORTS IN THE PANEL F.ELD CONCRETE FOOTING(TYP.) 4" POURED CONCRETE SLAB 1'-4"X 8" d. FIG.; PROV. 0 FLOOR.SHEATHING ON COMPACTED FILL . 1:4U 2-#4 REBAR IN FOOTING STRUCTURAL PANELS- ."oR LESS 8d G"EDGE/ 12'FIELD . (TYPICAL ALL AREAS) W U U ' Naf',ng re�•irerrio is are based on ual'shrathirg ra,'ed C inenes O.C.at the pane!edge. I+v,all shea"ins is rad 3 inches O.C.at the pard edge lac,oL-tarn fV) hgher shear eafracities,r.ailirg rea,irer its for a ca,ral members snail be d:x.bled,cr alternate connectors,such as shear plates,shall be used to maintain the v` 'cad pa-.h. doWhen v.41 sheathingis cortinuets o.er connected members,the tabulatednumber of na's shall be perrnitted to be reduced to I-I Gd nail per foo:. i.:` Cerrosior+resistant I I gage rooting nails and 16 gaga staples are perry tted,check!SC for additionmal reauireants. Iia1 BUILDING SECTION " " 2N0I0• GENERAL WIND PROTECTION CONNECTION NOTES SCALE: 4" = I '-0" Adapted from Standard for Hurricane Resistant Residential Construction; SSTD U 10-99 and 2001 SBC High Wind Edition Wood Frame Construction Z Fasteners and Connectors for Wood Frame Construction C.D I . A continuous load path between footings, foundations walls, floors, studs and Z roof framing shall be provided. II 2. Approved connectors, anchors and other fastening devices not included in CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA o z 2the Standard BuildingCodTable 230G. I shall beaccordanceth DESIGN LOAD CALCULATIONS WEATHERING SEVERE e, installedin with Z FROST LINE Dtri H 3'-0' manufacturer's recommendations. 0 15 TERMITE MODERATE TO HEAVY MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(Ibsf) DECAY SLIGMfi TO MODERATE U 3. Metal plates, connectors, screws, bolts, and nails exposed directly to the EXTERIOR BALCONIES GO WINTER DESIGN TEMP. , I1 Z " weather or subject to salt corrosion in costal areas, shall be stainless steel or DECKS 40 ICE SHIELD UNDER- AS PER MANUFACTURERS QDY hot dipped galvanized. ATTICS WITHOUT STORAGE 30 LAYMENT REQUIRED SPECIFICATIONS/STATE CODE (f } 4. Where windows and doors interrupt wood structural panel sheathing and z ATTICS WITH STORAGE 40 FLOOD HAZARDS LLJ siding, framing anchors or connectors shall be provided at the top and bottom ROOMS(OTHER THAN SLEEPING ROOMS) 40 o of cripple studs, header studs, and at least one stud at each side of opening. SLEEPING ROOMS 30 TABLE R30 I .6 lU 5. Ridge straps shall be attached to each pair of opposing rafters except where CRITERIA FOR CALCULATION OF DEAD LOAD ALLOWABLE DEFLECTION OF STRUCTURAL MEMEBERS un collar ties of I xC or 2x4 lumber is located in upper third of attic space and ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A. STRUCTURAL MEMBER ALLOWABLE DEFLECTION 0 attach to each pair of rafters. ARCHITECTURAL GRAPHIC STANDARDS Rafters having slopes greater UI 80 O NEW U 6. Uplift connectors shall be provided at each rafter bearing. than 3/I 2 with no finished ceiling SNOW attached to rafters7. Floor to floor hold-downs to be provided every 48, and every I C" within 4' Go Interior walls t partitions 11/180ROUND SNOW LOAD 45 lbs.of exterior corners. Floors$plstered ceilings L/360 (7P All other structural memebers L/240 „•� 8. Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the SEISMIC Exterior walls with plaster or 11/360 `' `�: - � foundation with anchor bolts having a min. bolt diameter of 5/8” and 3" x 3"x DESIGN CATEGORY B stucco finish ` C? 1/8" washers. A minimum of one anchor bolt shall be provided within C to 12 Exterior walls-wind loads with L/240 dap O8358A 4r.," ' �''j inches of each end of each plate. Anchor bolts shall have a minimum embedment WIND brittle finishes .°ress10NP\. / of 7 inches in concrete/ masonry foundations. Anchor bolts shall be located WIND SPEED 120 mph Exterior walls-wind loads with L/t 20 within 12 inches of corners and at spacing not exceeding 4 feet on center. EXPOSURE CATEGORY B flexible finishes 1 UNAUTHOR/7ED ALTERATION OR ADDITION TO THIS DRAWING•AND RELATED DOCUMENTS ISA VIOLATION OF SEC. 7,909 Of THE N.Y..5. EDIJCATION LAW w GENERAL NOTES: ELECTRICAL NOTES: Z 11-1 NILI • The information on this set of constructor documents is to relate basic designO O intent and framing g details. They aintended.5a construction aid,not as a substitute for generally accepted good bidding practice and are in compliance with • NI electncal work to be BOARD OF FIRE UNDERWRITERS approved and to include F- Z (\1 current New York State building cocks. The general contractor is responsible for installation of futures t specifications as indicated on plans. Light futures to be supplied by 0 -• C \ providing standard construction details and procedures to ensure a professionally owner and installed by contractor. GM outlets required at bathrooms and eitenor areas.Install IL I (S) - firushed,structurally sound and weatherproof completed product. all outlets a,per code. NI work n to be done in strict accordance with the New York State Code � Q Z 14" LVL RIDGE' by a licensed electnciart. NI new switches t outlets to be Lewbon,standard,supplied f installed I� • General contractor to coordinate all subcontractors,scheduling of work and by contractor. Contractor to do all hook-ups as required for bathrooms. 1 SIMPSON CS 20 interaction between trades. " 1 2 CONNECTOR GYP. ALL) The contractors responsible for ensuring that all work and construction meets FRAMING NOTES: Z '7 or exceeds current federal,state and local codes,ordinances and regulations,etc. • W 2 These codes are to be considered as part of the specifications for this building plan. Alf lumber is to be Douglas Fir 42 or better at 16'on center J W S°...1.7 • If in the course of construction,a condition exists which disagrees wth that as UL U Q } NI wood framing in contact with concrete or masonry is to be pressure treated. 'ACC'designation Q� indicated on these drawings,the contractor shah stop work and re the designerQ cC 1 x7 t the engineer immediately. Should Fre fail to follow this procedure and continue work, refer,to current arsenic-free treated wood standards and shall take the place of CCA' 0 G R-30 INSULATION * VENTED he shall assume all resporeitnity and lability arcing therefrom. 7 2 • NI TJI's are to be installed in accordance with the manufacturer's specificatore and shall include 6ri� BAFFLES BETWEEN RAFTERS • Dimensions take precedent over scale-DO NOT SCALE DRAMNGS. squash blocking web stiffeners at bearing points on girders and other load beanng areas • The designer has not been engaged for construction supervision and assumes no • Structural Steel ASTM A36- FY-36 KSI • • 2"X 8"C.T. @ 16"O.G. WA R-30 '� SIMPSON H7 CONNECTOR • The dewgneoh not oenengnecl for with these n,rarresponsibilitynunre 9 LVL RIDGE; �- `� construction means,methods,techniques,sequences or proceedures or for saftey • I-� • • .J i ,-`�� • NI straps,connectors,plates,bolts,nails,etc.arc to be galvanized. Designated connectors,straps, precautions and programs in connection with the work indicated. There are no - SIMPSON C520 •i. etc.on these drawings are my by Simpson unless otherwise indicated. NI connectors.straps,etc.are to be warranties for a specific use expressed or implied m the use of these plans. t►; nailed'boked in accordance with the manufacturerb specifications. CONNECTOR(fYP. ALL) •y i` Costa tion to provide Fa dw red smoke detects s,wth battery back up.a id wth sl'-a' i FASCIA w/VENTED SOFFIT intervening switches,on all floors and m each bedroom.Very with local code • A„„icor,newt„„g to be AC type py ood,tang"e f groove a d shall be glued and sc ewed to = } Urequirements as per Section 8317 New York State Residential Construction Code. the floor joists(6'o.c.edges t 12'o.c.field) I\ O ATTIC I IC Install carbon monoxide detectors x per code. rite CD UNFINISHED, UNHABITABLE 'GYPSUM BOARD FOUNDATION NOTES: • Solid Hocking IS to be installed every E'-0'max.or and span of all floor Joists with spans exceeding - TYPICAL ALL AREAS 8'-0'. Blocking is to be installed at all point load beanrg points. O Z N -, • Geneal contractor to revew plans,elevations and details to determine • Install double lost'order all partkioro rummng parallel 1 cv \ PROVIDE ACCESS INTO AREA 03 n intended heights of funshed floor above typical grade. -i o ' i 2"X 6"STUD FRAME @ 1 6" O.C. • All exterior wall headere to be 2-LVL''as actuated an floor plans E sections and all r tenor td m °L WITHIN REVERSE GABLE Footings shall bear on undisturbed sod within bearing capacity of I.5 to eJsq.R. headers are to be 2-2"x 8'unless otherwise noted. All headers exceeding 5'-0'shall have a double :21,, O / R-1 9 INSULATION g' PLYWOOD jackngking R platetyp co _ GARAGE RAFTERS TO SIT ON - v • Concrete shah be FC 6 3,500 P51 Qin 28 days stud with a single stud s on exterior wells provide double ( ioan. _ tri x SHEATHING ON EXTERIOR, HOUSE N PLATE ABOVE CEILING JOISTS NL N 0 WRAP 4 SIDING DI N G AS SELECTED • Concrete on 4"sand or gravel 611 minimum,with 6x6-1 O/l O welded wire mesh Provide insulation baffles at cave vents between alters and soffit vents as indicated � � � reinforcement. Interior slabs to be placed on G.mol.stabilized polyethylene vapor on plans Q" PLYWOOD SUBI LOOK �, barrier. Welded wire mesh s to be placed in the top third of the slab and is to be 064' ..h I 1 adequately supported by precast concrete bar supports to assure that the reinforcement • Exterior dashing s to be adequacy installed at all connectors between roofs,walls, FASCIA 4 VENTED SOFFIT 74" LVL F.J. @ 16"O.G. is held In position during concrete placement and hashing. chimneys,projections and penetrations as required by approved corotrcton practices. ADJUST RAFTER OVERHANG = „ her; PROVIDE" DRYWALL ON • soabonpintsaretobeinstalledbetweentheslabadthemats.Usepreformed FLOOR PLAN NOTES: '1 3- 14 LVL DROPPED GIRDERS 1�:1 8 ,joint filler that is to be cut 1/2'below the slab surface and the resulting pint is to be filled DIMENSION TO ALIGN FASCIA CEILING OVER GARAGE PROVIDE SIMPSON with an elastomencjomt sealant. • Dimensions shall take precedent over scale drawings,DO NOT SCALE DRAWINGS BOARD w/PORCH 1'-3 v2°+1- ii C516STRAPPING • General contractor to install cop-r-hex(or copper)sheet metal termite shedds • All interior walls to be covered with 'gyspusm board with metal comer reinforcing.AllZ between all wood surfaces that are exposed to concrete or masonry surfaces. drywall products,including gypsum board,screw,joint compound,tapes it trim shall be U.S. Z Gypsum Co.or approved equal. All joints shall recieve 3 coats of Joint treatment.Sand final 12'-0"X 8'-0" DOOR W/ • Dampproof exterior of foundation wall with a bituminous coating;Foundation coat to a uniform smooth surface.NI walls,ceiling arid interior of closets to be taped and excavations not to be backfilled nor to the installation of the floor framing. 'Tackled,3 coats,ready for paint. 1- 3- 9? LVL HEADER 4 CS20 STRAPPING GARAGE0 PLUMBING* HVAC NOTES: Insulation ratings and installation locations as indicated on moor plans t sections 0 OJ • Walls common to garage and house to have a layer of fr fire rated gypsum board at • All plumbing work shall be done by a duly licensed plumber and must conform and adhere to all New YorkState building codes t raftey requirements. garage side with 5'47 return on adjacent walls it ceiling. Provide 2 layers of i'lire rated gypsum board on all engineered lumber as required by manufacturer specifications 2X6"ACQ SILL PLATE • If wall plats or joists are cut during the installation of plumbing fixtures or equipment _ LINE OF FLOOR HEIGHT contractor must provide appropriate bracing to tie framing back together. • All bath t kitchen area walls and ceilings adjacent to wet areas to wee water resistant / OVER TERMITE SHIELD drywall,and provide woreknboard for all areas set to recieve tile. WITHIN H OUSE / OV ER • S I LL SEAL • Baseboard heating is to be hot water and zoned. Plumbing contractor is to adequately size the system and place the baseboards in an unobstructive location in each room • PITCH SLAB IC WARDS PROVIDE SIMPSON C52O required to recieve heat. Minimum of one thermostat for each zone will be required. 1 DOOR /FT. W/ LPT4 CONNECTORS ,�^ ep �' Mechanical subcontractor is responsible for adhering to all applicable codes and \ \ saftely requirements. / 4" P.CONC. SLAB ON \ \ g' DIAMETER ANCHOR BOLTS • HVAC subcontractor to fully coordinate system data t requirements wth the 0 COMPACTED FILL WITH W/7" MIN. DEPTH @ 48"O.C. equipment supplier and to provide find system layout drawing and submit it to general contactor, '�� owner and equipment supplier for final review it approval. (ii•••'t i� W.W.M. G X 6/ 10X 10 \ W/ MIN. 373"xis"WASHER @ PLATE U rr-� GAUGE WIRE w a 1 \ NEW 8" POURED CONCRETE OUTLINE OF ADDITION IN FOUNDATION WALL W/ /\. FOREGROUND OF SECTION w 0 I'-4"X 8" d. FTG.; PROV. DRAWING Z :r 2-#4 R.EBAR LIN FOOTING 0 F" ,1 .1.3, M (TYPICAL ALL AREAS) NEW RIDGE TO BE OFFSET Z IN ORDERTO CONTINUOUSLY (ia IP= /I O'-1. �7'-5° f- IP� SECTION IIBI1 91'`lWL RIDGE POST DOWN TO FOOTING Z x BUILDING SE EXISTIITG RIDGETO REMAIN z Z F 4 ETERS TO RUN TO NEW __. . 0 SCALE: 4" = I ' U" TRUE VALLEY • _ U 7 RR@ ,6 OG , 3 • �' w r ._. ,, \ 8 x- 5@ - • C/2 i ADJUST OVERHANG TO - ••.tea EXISTING FLYING RAFTERS ALIGN WITH SOFFIT OF t•"� - 4 FASCIA TO REMAIN FOR NEW CONSTRUCTION - y AESTHETICS "•`' 5. EXISTING BATH- HALL - NCLOSET - m •"•t• ---\ , - ALTERED 2"X 4"STUD FRAME @ 16" O.C. / - Is. LINE IS EXISTING F+RF1 • R-15 INSULATION, g PLYWOOD . REAR WALL PLATE Z SHEATHING ON EXTERIOR, HOUSE I I z WRAP SIDING AS SELECTED . _ . -. - . -. _- . r - ' - EXISTING FLOOR C� ..._ -_.. _ STRUCTURE TO Rin NfAIN Z WINDOW AND DOOR SCHEDULE J W W � CO z � W I TW2446 TILT WASH 4.36 7.05 I 0 4 25.9 -28.1 30 4 . . 0 i6 W2 CW 145 CASEMENT 7.5 8.0 I 0 5 25.9 -34.7 40 _ 6 EGRESS AS SHOWN;MODIFIED CHECK RAILS I W3 AW25I AWNING 1.1 3.9 10 4 25.9 -28.1 35 .. 0 2 _ N W4 TW2442 TILT WASH 4.0 7.01 I 0 4 25.9 -28.1 30 3 Zr^ • W5 CW23 CASEMENT 4.9 10.4 20 4 24.7 -20.9 40 I V y l } (1.)D I 3068 ENTRY DOOR. _ 2 _ STYLE TO BE DETERMINED W Z 0 z D2 FW1127G8 FRENCH WD.HINGED 12.68 8.32 10 4 25.9 -28.1 40 I D2 FW116068 FRENCH WD.HINGED I 0.1 1 21.92 50 4 23.2 -25.4 40 I ORAPPROVED EQUAL W 0 ALL WINDOWS TO BE ANDERSEN,400 SERIES.UNLESS OTHERWISE SISCIFIED . . fn WINDOWS 6 DOORS TO BE WHITE EXTERIOR,WHITE INTERIOR UNLESS OTHERWISE REQUESTED BY HOMEOWNER. n PROVIDE CLASSIC SERIES LOCKS,HARDWARE AND HAND LIFTS IN WHITE FINISH. FULL EXI-ERIORSCREENS 0/ � SIMULATED DIVIDED LIGHT GRILLES AS SHOWN ON ELEVATIONS- REMOVABLE INTERIOR;7/8"WIDTH 4 MODIFIED CHECK RAILS IN CASEMENTS TO MATCH DOUBLE HUNG WINDOWS V () NEIi/ • Q Z CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B P COEFFICIENT I.0 WITH 120 mph BASIC WIND SPEED. AS PER G) • ,,r- S,y 51'F\ Z I) I) TABLE R 30 1.2(2)NEWYORK STATE BUILDING CODE. t � i`�� 19 BUILDING SECTION C - PARTIAL TO SNOW ROOF WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITH REMOVEABLE 5/8"WOOD STRUCTURAL PANELS ; ��4•11.41t.:,„; , ,i SCALE: 4" = I '-0II WITH MAXIMUM OF 8'-O"SPAN. FASTENERS FOR SPANS UP TO 6'-O"SHALL BE 2 1/2-#8 WOOD SCREWS AT IC"0/C,FASTENERSy FOR SPANS UP TO 8'-0"SHALL BE 2 I/2"-#8 AT 12"O/C. TABLE 30 1.2.1.2 1\\ \ O 083584 elite ALL UNITS MUST MEET OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED,ANY MULLED UNIT1/4S MUST MEET OR EXCEED V 8 I.5 TIMES THE DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE. ALL EXTERIOR �r•E$s%0. GLAZING MUST MEET ASTM E 1990 TEST REQUIREMENTS AS PER NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. REFER TO SECTION R 1609.1.4 FOR ALTERNATIVE OPENING PROTECTION. UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS ISA VIOLATION OF SEC. 7209 OF THE N.Y.5_EDUCADON LAW OL W LU 1-- <....,. — — oz I8`-O"MAX. S ON C. to C. ei�enirre■ rereeeeeeeeerer � N N. -�ernerernireee�leee cess erreerreerr ��eeeesee eeeeeei�iieeerererrerrsil�®e � � Q = GRADE 11rreerrerrrerrererrrrerr r ° een� werrereeeeeererreeeerrererrrrrerr e�rrsl raMMIeeerreere rlme1��re- I- DZ •• •• -• - ereei eeereeeereeee eereeseeere,r issmmunnini ee�m�§ OL § Ill III 1 �f rr�l(Ir® G MIN. < U i- 4 4 H 4 4 (I o cf� o m (EL 7.0) S °O9'OO"W 120.19' �\ (� ) r O ' O (EL. 14.0) q SITE PLAN N PERSPECTIVE VIEW 0SCALE: T-6" = I'-O" _ _IL O SILT FENCE SITE PROTECTION; 3 SCTM: 1000-38-I-28 N. >- TO BE INSTALLED PRIOR TO o APPROX. LOCATION Information taken from partial OF EXISTING THE START OF CONSTRUCTION- survey provided by homeowner 36" MINIMUM 2 x 2 -6 ca z CO SEPTIC FIELD CONTINUOUS AROUND STRUCTURE * old survey dated 1972 and SCHD APPROVED LOCATION ° z prepared by Roderick Van Tyle FENCE POST .-) CZ F 7 SEPTIC TANKS PRECAST LEACHING PROPERTY AREAS: _ m Poop • WOVEN WIRE FENCE _ it, A m > „ 0 • Existing Lot area: 15,773 sq.ft. (6 x 6 - I 0/ 10 WWF) `�,.� L '7 -- (existing): 1058 Stift z In ( - w O © Existing lot coverage: 6.7% 5- - FILTER CLOTH - SOIL STIP KPILE DURING • • • To be removed: 382 sq.ft. 0 N EXCAVA ION tt FOUNDATION Proposed New Area: 970 sq.ft SAF • CONSTR CTION. TO BE N� REDISTRIBUTED AROUND ADDITION : ew Porch: 198 sq.ft. �� . UPON AP" OVAL TO BACKFILL ••••• •••• Total Area: 1840 sq.ft. A 7 G RADE TOTAL LOT COVERAGE: 11 .6% EMBED FILTER CLOTH 0 MIN. 6" INTO GROUND V i' z I= • (EL 5.0) Area of Construction Includes: PRO'' P New Porch 19th sq.ft. '-(0 0 • I 4'I l 2 STORY ADDITION( D LL 2 New Addition 970 sq.ft. <4 A _ w/____ PORCH - \�� Extent of Construction: 1168 sq.ft. Vr _ / NOTE: • 1 (EL 1 1.0 Extent of Land Disturbance: MAXIMUM DRAINAGE AREA DRYWELL3 �' • 44�p 5,300 sq.ft.+/ 1/2 ACRE / 100 LINEAR FEET ( . MN - IiAm M"Ir - ••� ♦ -4, 7,.0. i7 t 15'-10" ' *TO BE CONTAINED FULLY BEHIND '♦i♦i♦i♦i♦i♦i♦i♦i♦♦i♦i♦i♦i♦i ♦♦i♦i♦Oi♦i♦i♦i♦i♦i�-♦�♦♦i♦ EXISTING 2 STORY My♦♦�♦♦,.♦♦♦���Q♦ ♦♦♦♦QQ♦♦♦♦ ♦♦♦i►♦i♦i SILT FENCING -� •� HOUSE S i4. 4- ♦ ♦♦♦�♦♦ 4i ♦ SECTION DETAIL • i4MtiiiiV.iii44♦ ii♦i♦ ♦i�0♦i♦%% TEST 11 OLE Z • ....ti.. . ....� : ....y...titi... N SILT FENCE DETAILS - NTS O♦♦♦ ♦♦i♦i♦♦i♦0 Di♦�►♦ ♦ ♦♦i♦i♦�♦♦ ♦♦i♦i�A� NOT DATED U ♦0'1.1\ ♦ ��♦�A♦♦♦♦�♦ ♦�♦�♦�♦�♦�♦♦�♦�♦i♦i♦i ♦♦ E GARAGE w/ GRADE ♦♦:♦�♦�i�♦.:♦♦i♦i�♦ i♦i♦ 0 CRETE APRON / W . /� � ♦♦♦ r ♦, '♦ 15-10 1/2" TOPSOIL OUTLINE OF BUI DING ENVELOPE Crary �� ...•���� i� � 1 31'-7 I/2" 21__ A (EL 10.0) ° 0-5' ROOF GUTTER : (~i m M COVERED PORCH 4: OUTLINE OF / - HOUSE ril •FOOTPRINT A a PEASTON BEING REMOV D / ° LOAM ,-CI) !F /� NEW CONSTRUCTION D1KT Pf,KKING Q - DRl'WELL I DRIVEWAY TO BE R.C.A. FILL AREA/ r4 0 r4 0 "' a 6" ABOVE EXISTING GRADE HE DRIVEWAY FROM EXISTING 3.0' w - cO _ C �STRJCT!OAD TO GARAGE TO BE DIRT W t �� (EL 8.0) WILL BE REMOVED *SOIL R 6 ° SEEDED UPON COMPLETION A"STAGING AREA ONE w/GRASS CENTER LEADER x P CONCRETE WAc'w TEST HOLE OF ROUGH CONSTRUCTION a Q. . 0 ® 9N (ln N 0 LI„ 4 o cELL r l P,J • 4. a 4 �/ o do F /1) (EL 0.0) v c - a p3.0) SAND r� 1,164'51'10"E 120.0 EXTENSION l�1 4 4 ® E"G l�6 7.0' 6 20' to WATER ENCOUNTERED SOIL $ GRASS • SHIPYARD LANE GRADE U / PRIVATE ROAD # 7 z \\ \ / EXISTING DIRT ROAD :D D ® ® mss ftF \/\/\//\ z * CUL-DE-SAC : D ® ® ® ® ///// i / :D® ® M CFA . ,�\\ I G �, PRECAST CONCRETE :D ® ® ® ® im I O'-011 MIN 0 i6 LEACHING RING - ® ® ® ® ® 17L U 8'-0"0 x DEPTH CALCULATED z * _ U i 50'WIDE DEAD END ® ® ® ® �' ® � ® TYPICAL LEADER ELEVATION /SECTION Q :D ® ® , Not to Scale = RUNOFF NOTE: ez o Gutters continuously around; Leader locations as per 0 installer - all leaders drain to }- CLEAN SAND $ GRAVEL G" 0 PVC pipe to new drywells. U z RUNOFF CALCULATIONS: Q z 200 I x . I G7 x 7.5 = 2506 gallons of runoff @ (I) I '-0" x 8'-O" 0 capacity = 300 gallons 250G / 300 = 8.3 Runoff Containment Requires: (3) 3'-0"deep x 8'-0" 0 ring L (provides 2700 total capacity) S I t C UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAW/NG AND RELATED DOCUMENTS IS A VIOLATION OF SEC. 7209 OF THE N.Y.5.EDUCATION LAW