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Home My WebLink About32879-ZFastener Panel Span Panel Span Panel Span Type Less than or lees than or less than or equal to 4 feet equal to 6 feet eqaul to 8' 2-1t2" #6 Wood 16 roches 12 Inches 9 inches Screw or 10d on center on center on center Nails 2-1/2" ¢/8 Wood 16 inches 18 inches 12 inches Screws on center on center on center , . 12. Basements with habdable space and every sleeping room shall have 23. glazed openings In Wood-Borne debris regions (areas wghin- · , . at least one openable emergency escape as follows' hurricane prune regions within I mile of the coastal high water ' 1. Ai~i~t0h~fil~,."fl~'~,flall,~ooform to tbs R~l~ide~tlal Code of New York State- Sill height of not more than 44 inches above the floor, line were the basic wind speed is 110 miles per hour or greater ~J , eff~pt~v~,Jar~ual~ 2003,. and all boeal]~uilding and Zohlng Codes and the A Minimum net clear opening of 5.7 sqaure feet. or 120 miles per hour, shall meet the requirements of the large ~-TOP PLATES -~ ~ - .. New Yot~ Ste~e ERer§y OonfieVatlor~ Construction Code. ALL CODES Excedt grade floor openings shall have a minimum net clear Missis test ABTM E 1996 and the ABTM E 1886 /~ ~~~ O , , SYtali,s~t~ll!~;~ltJs,the ~rswlng6 and shall be incorporated into the opening of 5 square feet. referenced lherein ~ ~ ~ ~ BO.~) OF . dra~iWHETHERtheyaraindl~ats~ontheeleneorNOT. B. Minimumnetclearopenrngheightshallbe24~nchss. ~ ~- '---~2-SIMPSONLS50 ~ ,~,~---2-SIMPSONLS50 '1'" ,:, , ,, - ~--- ~~TypciatNader C. Minimum net clear opening width shall be 20". A. EXCEPTION: ,,, ,, , ,.,, .-- }t~ 1/2" la~ bolts 2. Therefe~dcsStandardtha~waEu~li'zedintheDssignofthe D. emergancy escape and rescue openings shall ba operational WoadStructuralpaneiswithaminimamefthicknessof7/16inch ' ~5/6" Fire Rated Gypsum "' ," ~r~[~---___~ I=~.R'M,~T#,~r..--~.~..~epter~ · '.', ~ 1/2" PLYWOOD SHEATHING ......... ~ ........ tha's~tuc~u~:Is the;AMERICAN FOREST &'PAPER ASSOCIATION from the inside of the room without use of keys or tools, and a maximum span of 8 feet shall be permfltad for opening ,' ' Board @ interior with 5d .... , ,' APPLIED VERTICALLY AND , ,' . W~i~,R'M'~e c, elttt~'uoflon Mahua}for crra and two family dwellings protection Panels shaft be precor to cover the glazed openings Cooler nails @ 7" o.c. ,, ',,,',, . " .~ . ' ' ' NAILED WITH 8D NAILS ig~ H(l~h Win~t ~lltron, (800.8~0;7732) THIS MANUAL shall 13. No back-fill shall be placed against the foundation walls with attachment hardware provided in the table below. ' ,, ', ,, bE I,co~'pGi'atad II,to.the drawinga WHETHER they are indicated until the first floor framing ~s in place er brace the founqafion Label all panels and store in a clean dry area of the house. "': ,,' ' u,, 6" ON CENTER AT EDGE O Attachements shall be provided in accordance w~lh the table .:? I . ', ~1 .-. AND 12" ON CENTER On tbs plane oi' NOT. ' ' 14. Double joists under parallel partitions and under whirlpool tubs· as follows: PHD5 HOEDOWNS "'"" --IN FLIED. 3. ,,Written Dimsnaionstak~ pre~edellouover scaled dtmensiona Double around openingsin fioorand roofframing. ,: .,, v~--PROVIDE ON EACH SIDE:J,', ~I,','," .,,~,~ ' ~J~ ~ Taco ateach rafters 41' ~ , , . ~ ~' fill all nad holes The.~ol~tta~or pr[or to the atart of construction ~ha verify all 15 Metal flashing shall be installed were concrete abets wood, OPENINGS AND HOLDOWNS BEYOND / Simpson BCS Post ~ ~ .'. L,, rtimemtlqns, exiatJng or new and be responsible for field fit. and were decks abut house framing Fastener Schedule for wood cIvwood oanel~ : ~ 1 AT GARAGE CORNERS r ~ Cap at each posl to ~Built Up Wood Header r ~ '" WITH 14 SDS 1/4"X3" Wood Screws ~ CONCRETE FOUNDATION ~ Header with 6 - t6d Block out with Plywood 5. ,' Ail'eie~d~l, N .e~h, anicat snd ~lumblpg shall conform to all State, Local 16. Install joist hangers at all flush structural load bearing conditions. TABLE 1809,1.4 Simpson STSB 16" Anchor Bolt· ~_. J ~ nails flush with post, and Thru add Co0nty Codes end shell be inapected and approved by the governing 2x ledger ~ with 5/4" P~ne or Aluminum, a,.c,.,Ttie'Geh,rstContraotors,hllberaDonalbleforallinstallation, 17. ALLhabitab,eroorneshallbeprovidedwithaggregateglazmgarea Fastener PanelSpan PanelSpan PanelSpan (sames,zeasceiling,orsts) '~-...~ Z O ' , Ilneter[alfi, dl~ign add cede cernpfis~ce, of not less 8 percent of the floor area of that room, and the minimum Type Lass than or less than or less than or nailed to framing and Toe , openable area to the outdoors shall be 4 percent of the floor area being equal to 4 feet equal to 6 feet aqaul to 8' ~ O ~:' , 'l~ne Pl~rbblfll~ ayet~'.shaJt be Inatall~d in aooorda.ce with Chapters ventilated. Refer to Code section R303. I Ceiling Joists with 3-8d ~. Porch Column or , 25 ;'32 ~fth~resldeutlel'Code of NeW york. A P L WALL BRACING PANEL nails Post- see plans :, ' . , 18, All w~ndow and door headers to be 2-2xl 0 unless noted otherwlae. 2-1t2" #6 Wood 16 ~nches 12 Inches 9 inches ~ OUTSIDE VIEW DECKING ~" Screw or 10d on center on center on center ¢ .~i~,. '~El~glil~[~.ebd-wittllg ~Vns}l be installed in SocerdaDne / /Simpson LTP4 or ~,,;:,:',',' !,i,~i,~,L~j'~ ittl~,~'~/~,/j,~t~the,~idEnti'alCodE=fNewYorkState. 19. Vent dry~rs to exterior and bathruoma shall have mechanical ventilation Nails TYPICAL /Equal at each · = "?"' "' ;~', r ,,, , . . wheru no window is providod on a separata switch. WALL BRACING PANEL DETAtLS REQUIRED BETWEEN FLOOR SYSTEM i F// post to Deck Jeist Z~LU 'r '~ ' i Th~ mephanleal s,,~epT'~flall be ii, stol!ed ~n sccordanca with Chapters 2-1/2"#8 Wood 16 Inches 16 inches 12 inches GARAGE DOOR OPENINGS AND AT EACH CORNERS 14(.,24,~.~heR~l~eetlalCodEofQewYotkS~e' 20. Guardrails ars raquired whera the dlfferance in GRAGE is more than Screws oncenter or~centar oncenter ~ 2XDECKJOISTS~seepIan ==~=~=i ~_N===I =~==:=c======. r~ r~ , 30 inches and openings.in guardrails shall be less than 4 aches apart. NTE 2 ~ ACQ Treated Na~ler Board ~ ' g, A{l:'Ne,w'Fo~finl~s' ~hal} bear On Virgin, ~ndisturbed spil with a minimum Handrails are requried on stairs with 2 or more risers. (one size larger than jo,st) ' ~ i '"-----...~--Teco each ' bee~e~ capil~Ci!y ofl2TON per aq~liai~s Foot. AI Existing footings shall be This table is based on a maximum wind speed (3-second gust) LeU Bolted to frammg with rJ~ ~ ~, jo,st to g,rder ' 36~,,~i[oWgra~e Mirgrqum. R li~l~atl~e the responIibility of the general 21, Smoke Alarms: Shall be provided In each sleeping Room, outside ol/ of a 130 miles per hour and a 33 foot mean roof height, /CEILING OR FLOOR JOIST 1/2" d~ameter HOT DIPPED / Strap back of oentmCtor fo verify ~ha depth ~:411 existing footings distudoed by conatruction, each separate sleeping area in the immediata vicinity of the bedroom /DiRECTiON gallvanized bolts at 24" o.c / post, to Header, - '.,~ ~"~--- ~,- mpson u~.~'~- ~.os- uap~ , and on each story of the dwelling, including basement and cellars. Alarms Fasteners shall be installed at opposing ends Df the wood ~ staggered Nail each Joist // w,th Typc,a, Galv :J ~ ~ or Equaa each pos O 10. ~. Poured In Place cofl~'Me shall have an ultimate domprassive strength shall be interconnected and hard-wired to a commercial source, structural panels, to Nailer w~lh HOT DIPPED,,,,, / Strap 3-8d Nails . ~ ~ st 28, days of 300G, p~i. Except eXposed slabs, garage slabs and steps WHENEVER an alteration, addition, or conversion is made to an Expiating I -' I GALV, Joists Hangers ..~ / in each End -' \ ~N4x4 or 6x6 POST a~iall,be 350(:1 pal., All work, ahaJl be'in accordance with chapter 4 of the Residence, the smoke detectidn system of the ENTIRE residence m~ust be Where screws are attached to masonry or stucco, they shaft~ at each ioist, ~ Res,[~enfial Code qf New Yd~ State. All Concrete a/nail oonform to brought up to code, hard-wired and intercormrected Code section R3117 be attached utilizing vibration resistant anchors hawng s ENDWALL.....__.~ ~ ~SEE Foundabon Plan Z minimum ultimate withdraw capacity ef 490 pounds LU th~ !crEst ACl atandarde, 22. Carbon Monoxide Alarms: AllCO alarms shall P. connected ,o ,hellight,ng ~ -- .~ ~"~ENDWALL~ 11. B~e.d~slgn value ~or visually graded dh'nenslonal lumber: Joists, studs circuit with no intervening wall switoh. Battery-powered alarms are not allowed. , : -- 'T ~ ~ Simpson Galvamzed Rsffei's andAiI Ersmlngl~ber sh,llbe Doug-FIr#2 or batter, CO alarms are required on each lave[on which sleeping quartars arsHocatad. ~ I/ ~ i~Floor and Ceiling JOISTS TYPICAL STRAPPING FOR post ~o Concrete ~ E~=1.6, Fb = g75 psi, Fy = gSps~, FO = 1300 pal Provide one Oetactor in the Basement and one on the First Floor. I connector ABU44 repetifive member sheil be: 2x8 =1208 pall 2x10 = 1107psi BLOCKIN~'"*"-'~ ~.. ~ PORCH/DECK CONSTRUCTION ~d.~L EXTERIOR I~UMBER Shall be ACQ requiring the following: 23. All Engineered Wood Products such as "True Joists, Micro-Lam, et~" shall be -- or equal S.), Ail Festenersshsll be HOT DIPPED GALVANI2ED ASTM A 153 class D installed in accordance with the manufacturers latest installation dot,ails, DESIGN ~.OAD INFORMATION TYPICAL/ OR STAffflLEB~ sTEEL. Framing connectors, Alfl0wable Hole diagrams, specifications, otc, AT 48" OC I~ ~ DETAIL FOR STRAPPING PURPOSES ONLY, REFER TO . b.) Ua~ Cpppe¢ll~shing Only agGInst ACQ Lumber Sill Plates "Micro-Lam" Design Stresses: E = 1.9 x 10 , Fb = 2,600 psi, Fv = 2~85 psi A. Ground Snow Load: 45 psf 2-BAYS IN -- -j ~ PLANS FOR ACTUAL CONSTRUCTION MATERIALS AND DIMENSIONS. ~,-) Atl, l~t~ctur,a! conpeCtors i.e, simpson strong*Tie or USP, otc S. Rooms other than sleeping: LL = 40psf, DL = 10psf BLOCKING at 48" ,on center "1- ' · ' ,id~fi b~ot Dipped Gslvani;~ed or Stain!ess Steel. C Sleeping Rooms: LL = 30psf, DL =fl 0psf ~ ,d ) ACl~:N0bve' Ground (.2E) ACQ'IGruund Contaot (,40) D' Roof: LL = 30bsf, DL = 10psf END WALL BLOCKING DETAIL SECTION A - A PHD5 : ROOF SHEATHING ATTACHMENT REOIUIREMENTS E. ~,of with cathedral Cemng: LL= 36psf, OL= 18 ,sf ~ ' ' F. Decks &Extafior Balconies: LL = 60psf, DL = 10psf FOR FLOOR AND CEILING BRACING PHD5 1-3/i 7 HOEDOWNS I,~[rl ' ~':~'" "~'~i: . for LrI,'d Shear ~.. Guardrailsand Handrails: LL=200psf Provide at Ceiling and Floor Joists N.T.S./~ ~!~it' "./~-HOLDOWNS ~O ~i)~ ,,~~ BASED ON TABLE 3.8 OF THE lgg5 WFCM HIGH WIND ADDmON H, Atria without Storage: LL = 10psf, DL = 10psf that run parallel with Gable End Walls ~ t ~ ~'" '",', ,',j", {. Attie with storage' LL=20psf, DL=10psf ._j I Maximum Nail spacing for 8d Deformed nails J. Seismic Design category: C L 1'-8" M IN ~{ BASED,ON TABLE 3,1, ~L3A, 3.4, 3.7 OF THE WFCM 1995 HIGH WIND ADDITION K. 3-second design gust wind speed of 120 mph {_ 2'-0" MIN_ ~- ~ LLJ [] FAS~EST'-MILE WINO SPEED (~ 100 (MPH) - Fastest Mile Wind Speed @ 100 (MPH) PHD5 HOEDOWN -.~ PHD5 HOEDOWN . ..:,.. . , . ~ ~ ~' TYPICAL HOLD-DOWN PLAN II '" I 5/8" THREADED I. ~. 5/8" THREADED DETAIL (~ GARAGE ' DE9ORip'hON NUMaER OF NAIL sPaCING SHEATHING LOCATION ; Spacing At pamel At intermediate ENERGY NOTES ROD : ,, TYPICAL HOLD-DOWN PLAN CI~MON NAILS (SEE NOTE A) edges~ edges : ROD, IMIBED T' Wo~:,F~iI~ . , , : 1. The Architect certifies that to the best of his knowredge, CNW COUPLER MIN INTO DETAIL BETWEEN GARAGE ~ . INTERIOR ZONE 12" o.c. 6" 12,, belief and professional judgement, the drawings are in compliance NUTS · CONCRETE , DOOR OPENINGS N.T.S C ' ~ *. , ' ' ' , 16" o.c. 6" with the RES-CHECK report for the New York State Energy -- FLR JOIST N.T.S ., i.~¥{~,.'~.,*~:~"~,~l~J~I~], , ,,. ~,80 EACH RAFTER Conservation Construction Code effectlve July 3, 2002. 5/8"THREADED ~ ~-' ~I~tr~I~,~I~!~ilT~J~/T~P'f~LATE {TOE I~AILED) ' ' 3~D EACH JOIST PERIMETER EDGE ZONE : 12" o.c 6" ROD, IMBED 7"{ ,~EILI~t,~mSTS TQ,P~RALI-EI~ RAFTERS .FACE NIALED) 5-1SD EACH LAP be the responsibility of the General contractor to submit MIN. INTO CONCRETE ~ I conc slab HOLDOWN/1-1/4" gaiv. x 20 gage C Z _J :, , ,, iO detail the design, calculations, drawings of the mechanical,~ ~ '/coil s[rap with (7) 6d nails /PROVIDE ~ VAULTED CLGS CEILING JOISTS LAP OVER P,'ARTI~IONS (FACE ~LED) 5-red EACH ~ Fasteners for asphalt shingles shall be galvanized ~r stsinleEe Steel, air conditioning, ventilation, heating systems stamped by a -- ~-3/8" in each end at each rafter. III COLLAR TIE~ TO E~ ~ACH;RA~T~I~ (FA~E NAILED), 4-8D EACH TIE minimum 3/6" inch diametar head. the fasteners ah~all penetrate .,...---BUILDING -'3 ,~' All asphalt shingles shall have self-seal strilps or be interlocking, and shall have a U factor of not greater than ,35 TYPICAL CORNER PHD5 TYPICAL PHD5 HOLD(;)WN '-CORNER / / Each Rafter on Each side '/"1 ~ III . HOLDOWN SECTION DETAI~ ~ N.T.S. /of Ridge to have a III III LL. I~ BOARD~TOJ~rER, EN~ N~LED 2-18D EACH END and comply with ASTM D 225 or ASTM D 3}462 4, All extedor doom, including the basement door shall be msulated ~ GARAGE WALL~ TYPICAL CORNER HOLD-DOWN ~Simpson A34 Framing "I' Z _.~ RN~TERSTORDaEVALL~[YORHIP('rOENALED 4-18D EAbH RAFTER IAnglewith O III '~, ~', ~-' ' · , '" For normal applications, asphalt shingles s{hall be secured to roof Exterior fire rated doors shall have the same U fsstor and PLAN DETAIL N,T.S. [8-8d x 1-1/2" Nails / weatherstripplng and shall be self-closing. ~ (.~ ""] LL ~ T.~.m~, VALU~¥."~.HI, ,.E ~AI~Sl ,-,aD EACH ~.ER with not Jess than six fasteners per strip. ~ ~ ~ ~ .... ~Simpson PHD5 ~' i ~ ~i ~ I,'iI ICE PROTECTION i H/with 14-Simpson 'T~If~T~'O~I~I=~LED); , ~ . , . ~ . . 2,.1~D NOTE1 PER FOOT cemented together or of a self-adhering pollymer mod{fled ~ ~ - )-- ~:: screws. ~ ~',,~ at each Rafter. With TOP~PL,~'~EAT'fl~,TER~CTleN~i(·F~E NAILED) , 4.16D JOIST-EACH SiDE bltmumen sheet. Ice protection shall extend from the eave'e , ' aTUD TO ST~ FA~NA~LED) ' ~.~ ~4" ON CENTER edge to a point at least 24 inches inside the exterior wail line ' '- [~(1<~'~ ~ (2) 8d nails in plates ', ," :' " .'' of the building.I Ic~ , "~/Jll J:'~ ~,~ (6) 6d nails in Rafter 5/8" Threaded Rod HEA{~R~O'H,E.~dER!FAOENrAILED) 18D, 18"O.C ALONGEDGES NOTE A: Forroofand wail sheathing wit, in 4-feetoftheperimeter { Ill] WlNDOWHDR I , F ' (6) 8~ nails in Stud 'roI~elioT'r0M, pL~TETOST,D ;,/-1,6 EACHSTUD edge of the roof, tnclude on eech slde of the roof peak, I (H~} ~ '"'~, I I~...L. ._..~l-3/4" x 20 Gage Metal Coil RAFTER TO RIDGE STRAP ~ J .... ~-Typclal floor system lifT1-- ~ Strap with (5)-8d common nails ~ ~ ',SO~,TT~PLATETO~.O~?R JD ETS oR BAND JO STE I 2-1~D NOTE1 PER FOOT the 4-foot perimeter edge zone attachment requirements i}{ I lll { in each end. catch jack studs ~ . .' ,I shaft be used. i {I ..' Simpson PHD5 N Ill , and window or door Header. .~ db,UBLE TOP PI;ATE MINIMLIM4S INCHES OFFSET 8-18D ,1-3/4" x 20 Gage Metal Coll~,,.._ I 'OF'ENOJOISTS, FACE NAILED'IN LAPPED AREA WALL SHEATHING ATTACHMENT REqUlIREMENTSl llFStrap with (7)-8d common nails ~ {{ /" with 14~Simpson Typical each side and ALL CUT ~o ' :' in each end. catch jack studs ~SDS 1/4x3" wood windows and doors. LENGTH :~ Z CON~INUOU~'~E~dER TO ~TUD {TOE NAIkED) 4-BD ' BASED ON TABLE 3.9 OF THE 1995 WFCM HIGH ,ADDITION and window or door Header.,~ screws. 12" M~n ~. Maximum Nail spacing for 8d common nails Typical each side and ALLyll 'bO~,FUOUSHI~RTOSTUO(TWO P,~CES) 1s, 1S' o.c. along each eqge ' windows and doors. <:,'~,~ I[~U?~T U~CORNER~STUDS 16d 24" ON CENTER Fastest Mile Wind Speed @ 100 (MPH) TYPCIAL ELEVATION RAFTER-TO-STUD CONNECTOR & CLEA . ' ' ' WALL TO HEADER STRAPPtN(~ TYPICAL TIE DOWN AT SECOND FLOOR JACK STUDS TO HEADER TIE S~ Z ] r ], r ..... . (~EE NOTE A) edges edges~ ~ L ~ ~;5 Use 1-3/4 Metal 4'NAILEACH LAYERAT2~}NCF~E5 oN CENTER AT TOP 6. t2" "~ N4- - ,~ Coil Strap 20 Gage with , ,A[ND:BOI'FOM AI~D S.:rA~{E'R NAILS. 2-NAILE AT EACH iNTERIOR ZONE 12" o.c. ~ 12" Mtn (7) 6d common nails '1" :~ ~.'~ ~ in EACH END at r~ ~' ' 6" 6" C ~ -- '1--1/4" X 20 gage G-185~ EACH Stud, llll 'l' !~ ~; ,?:: ' ' ~ ' '. .... ' 4'FOOT EDGE ZONE 12" O.C. '-- -- 16" n.c. 6" 8" :2 ~ - ' '/~--Nail to back of each stud / Galvanized Strap . ~ '~, -. . . c~ ~ .~ Fr 1 with (7)-8d common nails ~ ~ , , ' For roof and walt sheathing within 4-teat of the perimeter edge of the roof, 1/2" CDX plywood : :I '; ~ .... ' ~_ .~ ..~ _ and nail to back of each sill. ~ "'3 ~. ~I~3NqLTOJOflTS['r~II~O 12-~ EACHEND includeOneachaldeoftheroofpeak, the 4-foot pedmetar edge zone IIIl{I Panell Attached to ~ ,"~;:*,, '~.; ' Strap may be attached OVER ~ - '~ -- ~.. III ' ~l iU~ !I~Li_ Framein accordance~ ,,- - - . ,_ ., ; NI~eJO~'~{TO~A D {2,80 EACHEND ' ~,'*,. E I ~ : the plywood OR d~rectly to c t~ , ~: ' , ~ with Note # 22 and = ' '"" '= .... ~' ~.~DGEI~Te,~tT~iP~AM~FAC~AIL~J3 . .3.ted EACH JOIST ~-- ,- O '.~ , . '~ ~ ~,, . ~ shallbe attached with amintmum of 8d common nail~ FOUNDATION-SILL-STUD BLOCK SOLID '~lolffr~o~U~'D~B'l'0 SEAM~(END.NNLEO 3~D EACH JOIST spaced at a minimum of 6-inches on center on WINDOW UNIT STRAPPING BETWEEN JOISTS /'V' .......... Slab on Grade Construction ~ . ~.. - 'wrap strap under Wrap Und .... , ...... , CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA sill and Nail to at each ' "~ '* , NOTE; ALL STRAPPING SHALL back of Sift Floor Joist " ; ' ~ ' "' '!'~.R" PLYWOOD ~TORM PANEL RAFTER FACE TYPICAL - SIMPSON H2.5 at-......._. NOT~ 1. N~k EQUIREMENT$ ARE E{~b"{E[Y,ON WALL SNOW SPEED DESIGN LiNE DESIGN UNDERLAYMENT "~ ~./ each cantilevered ~~S~i~rJNG'NAI~ED 6',' ON:CENTERAT.. PANEL E~GES. 1' SHUTTER DETAIL BTRAPPING IN CONTACT WiTH CONCRETE OR MASONRY F I I - IL - T joist. FLOOR FRAMING STRAPPING ~~~' . . 45 LBS 100 C ! SEVERE 3'-0" MODERATE 11 DEGREES YES NO Refer to General Note #20 for Panel SHALL BE ROT DIPPED-GALVANIXED AFTER FABRICATION ,~J~~ lO"'in t]etd ' fastener requirements. OR GALVANLZED STEEL COATED WITH A MINIMUM OF STRAPPING AT CANTILEVERS. 1ST OR 2ND lt.80~. OF ~INC PER SQUARE FOOT OF 8TELL, DETERMINED TYPICAL EXTERIOR WALLS r"~%~ "~re"r ~'~ I )r TAB~-E ~.301.2(1) NEW YORK BTATE CODE BY U~i{NG THE ABTM A gg TRIPLE BPOT TEST. Fastest Mile Wind Speed @ 100 (MPH) SHEATHING LOCATION Spacing At pame~ At intermediate (SEE NOTE A) edges~ edges INTERIOR ZONE 12" o,c. 6" 12" 16" n.c. 6" 12" PERIMETER EDGE ZONE 12" o.c 4" 6" 16" o.c. 4" 6" Fastest Mile Wind Speed @ 100 (MPH) SHEATHING LOCATION Spacing At panel At intermediate (SEE NOTE A) edges edges iNTERIOR ZONE 12" o.c. 6" 12" I6" o.c, 6" 12" 4-FOOT EDGE ZONE 12" o.c, 6" 6" 16" o.c, 6" 6" DESOEip-i-iON NUMBER OF NAIL sPaCrND C~MON NAILS ,~El~l~e,~el~T~ TQ,P~ALkE~ ~RS pACE NIXED) ~16D , , EACH L~ CEILING JOIS~ ~ O~ ~TITIO~ ~A~ ~LED) ~rsD EACH ~ COLOR ~E~ TO ~CH;~FT~R (FACE NAILED) , ~ EACH TIE 8L~INe T~ ~ER ~OE N~D) ~D EACH END ~B~O~ER, END N~ 2-16D EACH END ~TERS TO R 0eL VALLEY oR HIP ~O~ NA LED 4-18D EACH ~FTER ~ T~, VAL~i~RH~ ~E ~D} 3-16D EACH ~ER 'Te~T~T~"~ ~E~D) . ~I~D NOTE1 PER FOOT TO~PL~ A~I~,~IeN~('F~E NAILED) .18D JOl~- ~CH SiDE H~R ~O'H~0ER (FACE NNLED) 18~ lB" O.C ~ONG EDGES TO~ ~D ~O~OM, ~ TO STUD 2-16D EACH STUD '~{~UOU~R TO STUD (~O PI~Ea} 16d 16" o.c. along eac~ ~I~T 0~COR~S~DS 1 ~ ; 24" ON CENTER ~'~lL ~CH ~YE~ AT ~}N~E~ oN CEN~ AT TOP , ~:BO~O~ ~ ~R NAILS. 2*NAILS AT ~CH {0GN~T0 J~ ~TO ~ ~D 2~ EACH END 'B~ ~T TQ'U~'(END ~[ED ~SD EACH JOIST GROUND WIND alESMIC WEATHERING F~OST TERMITE WINTER ICE SHIELD FLOOD HAZARD eNOW SPEED DESIGN LINE DESIGN UNDERLAYMENT LOAD (MPH) CATAaORY DEPTH TEMP REQUIRED 45 LBS 100 C SEVERE 3'-0" MODERATE 11 DEGREES YEa NO FOUNDATION DRAINAGE t", code section R40_5_ PROVIDE PHD5 HOLDWONS TYPICAL DECK FOOTING .i~ ON EACH END OF OPENINGS 16'-0" 12" round concrete poured pier footings to virgin soi,I 4" ccs- O 6'-0" OR GREATER. . ' When spaces below the finished grade poet anchor-See details on . PHD-5 W/SDS 14-1/4X3 WOOD / - Sim son P ................ 'I-- are to be enclosed with habitable or / drawing 1 for strap'-in~ and · p ML~ Hom-oowns w~[n o/u anchor SCREWS BETWEEN WINDOW ,/ - ~, u an~ 14 "'"'" ~ " ' usable spaces, draingage shall be provided -- uplift connections a ou~ x4 x ,~ wooo screws ~rovide at I-I- OPENINGS ON FIRST FLOOR · ' in accordance with code section R405. ~ /' corners of garage walls and doors and at SECURE TO DBLE ~ / B ' '~ -- ' Drains around the footings shall consist ~ / ul o g corners- see rouneation p~an JACK STUDS and Dr wi of 4" perforated pipe. the top of open ~ / a ng-1 detad sheet for details on Tie Downs O .. 2-2xl.0. treated deck girder .. ~ and stra"-in" O joints shall be coverad with stdps of '-, ,.,.~ _ _,__.., ....... , , ~ ~ building paper, and shall be placed on , '....., ,,..I~-; ..... .--~,..,,--- .... -+r-- :~..; 65'-2"'~. a minimum of 2 inches of washed gravel or '/f,~ '1"~/ ~.~' c I ~ ".c I l'I' crushed rock at least one sieve size ~ 2x6 deck joist @ 16" cc ~'l~ larger than the pipe joint and covered ~' { A t .... -~---;~ I 2-2x6 treated girder ~ with not less than 6 inches of the same material, c~ ~ I i ~' ~. I ~ ~ O' 'when the foundation is installed on well-drained '- ground or sand/gravel mixture soils according _ ~; to the Unified Soil Classification System, I ', ~ ~ I ~" "~' ~ Group 1 Soils, as detailed in Table R405.1 In . i l: % x i , 8 ,X 16 Foundation Vent I I ~, I 8 X 16 Foundation Vent ~ ~ ~ LLI The New York State Residential Building Code. co __ CONCRETE FOUNDATION ~ ~_' ,' ............ ~ ........ t__'_-_.., ........... ,, _, , - .................... DAMPPROOFING , ~ . . ,, , .~. ......... ~ ; .. ~ ,~, : rn , I Prov,de5/8 TYPE X I 2xl0 treated nailer ,- t m, I~ <~5 I:. : ~ ==rI Dampproof wall from top of footing ~ ~ , I Fire Rated Gypsum wall , - ,-~ ~< ~ = , , --' ' ' ' lag bolt to frame with %" bolts ~ ~ ~ ~ ,'- cc~ '" ' c Z I .' *~* ' Board above the furnace ' I At 24" on center with teco ~ '~ I ~ I°° ~-~ to the finished grade, using a ,~ · [ ...... I as per New Y°rk State C°de' I, Or use 2x2 ledger board. -c -'~ I' ' rq' ~_~,~<~- ~ ', *-' ', bituminous coating or any other New York ~ ~' '~ ~ ' I c ~ , ~o ~ ~ , , State Code approved system as listed ~ ~ ~ L _ J ~ All Mechanical Equipment arid Appliances c , -, in SectionR406. ~ , ,~ , o~ ~ ~ , , , o , ~T~PICA.L FO.,O,T NC/COL I i ' , having an ignition source shrill be elevated /An ' Y ~O Y IR Th t~W nnHrRrl ~- O ~ ....... ~- ,a m,mmu, m of l~2c..he~,a,b.o.~e !he fie?r. I ~Concrete footing with 3-#5 ~ ~ '- ' ! ' "----- I ~n accoraance With I-'afl v, ~lecnanical. I ~rebars each way & 3-1/2"- c X ~UNDATION i ~/ ~ ° "' : ~'-----~ ,----. ~ ' , , ~' ~ ' - ., , Section M1307.3 ~o D~ameter steel column, r, _ WATER-PROOFING::" ,: :' .,d ~: I I ~ C ESECTION R-406 /(~ il': "-91/2 7'- ' ~-, I//'' 7'-3" ........ 5.1 '-8 8 8'-8'' \ ....... "' IN AREAS WHERE A HIGH WATER TABLE OR SEVERE ~',i .............. 12" x 11-7/8" LVL: i~ , ~ ~- SOIL-WATER CONDITIONS ARE KNOWN TO EXIST, I~ ~ ..... ~ ........... ,__ ~O_._, ........... J, .... ,-- i~ , PROVIDE WATERPROOF MEMBRANE EXTENDED = ~ ' ' ~ " ........ ' ' ~ ' ' FROM THE TOP OF THE FOOTING TO THE FINtSHED : e3,,,,,,, ' -I ..... h ........ I ......... , , , , GRADE. THE MEMBRANE SHALL CONSIST OF THE '~ ~ .'~ u3 \ I ~,· ~ ' ,'' FOLLO~NING: ....................................... I ' ' ' 2-PLY,HOT;MOPPED FELTS, 55 POUND ROLL ROOFING, J ''~ ' ........... ~ ~ ~ ~ ~,,u,~. .,.. j ',' I cc FLOORACCES P N ' ' CHLORIDE 6-MIL POLYETHYLENE c ~ WITH R-19 ATTACHED " , ~ ' ' - 'MiL ;MODIFIED ASPHALT. THE JOINTS ~o ' * ' ' MEMEBRANE SHALL 'I I ' ' INTHE BELAPPEDANDSEALED ' ~ I ' I ~ OFPANELAND , o3 ' ~ ' ' ' 4" poured concrete slab with , , ........ I o 'i:l 8x8 10/10VVVVM, o. compacted ' ' ALL EDGES TO BE ' , I-- ' ' WiTH AN ADHESIVE COMPATIBLE WITH THE o ~ ,' ' ' '~- ~" ' ' - I I~ ' granular fill. Pitch slab WATERPROOFING MEMBRANE, SEE CODE SECTION .~ , , · SEALED WITH u3 - ~ c , R40§.2 FOR EXCEPTION ,r---- II ~I -~'-cC WEATHERSTRIPPI~G , --~ ~O m I Cu. ,I '. ,I o) ~"/ft to garage doors. --, ,, o ~ ~ ~ ~ ' LU O ~ ,~'., , ~ I I '- o3 ' '~ ~ I '- I, I 11'-6" ~ 11'~6" I ' x, , o i , o 7- CRAWL SPAC_~ t I I - ' i earing Plate and nut ~ ~ , \ , ::) , , , , ~ , , ~- uJ , , SM(; KE ALARM o ~ I I cod Header ~ '" ~ 2" SLAB * c3 ". · I~I : ''' I ' \ , ~ , ~ ~. Typical Nailer ~ , drop top of co te ~ c ', ~ ~[ ............................ , ~ . ~ ~ n.' -r- ~Thread 1/2" Rod ~4 ,- · --o i 2x8 treated nader t .' ~ ' as required for ga'rag~ ' ' ' '- .... "-" "i ' ' ' ' ' ~thru column· -- · , I -- lag bolt to frame w~th %" bolts , · , I .- doors , , m ~ ...................... At 24" on center with teco ' ' ' ' ~ ~ , , I , ~ c Or use 2x2 ledger board. I ' ~ , o Simpson A307 ~ [ ..... l 2-2X10 TREATED ["~."i )" [ ..... ]2-2x10 TREATED [ ..... i [ ..... ~2-2X10 TREATED I ~, I : I = ~ ~ Z II ~,..-- ....... ~--,-_~ _~ -_~-_- _--:-,_- , _--~. I--~--_ -_--_. _---._--,~-!~-. ~-._--_.=--_-~=m-_.~..=._--_. ~ ~.I: ~ t ............................ ~ ............................... ~ M II CNW Coupler nut ~ ~' ' '-'~ ' ' ' -- ~ ' ' ' i m, '~- ' ..... '., '" ' "-~'" ' ..... '~ '"' - I ~. ~...~.~ .......................................................... ! ~ iCAL PORCH/DECK FOOTIN~ \ TY,p -- I~' 1/2" threaded Rod thru , 24, x 24" poured pier footing to ~ ~ ~ --~/w°°d girder <~ ' wrgm so~l, 4 cca post, post anchors,- ,S~mpson PHD5 Hold-downs with $/8" anchor / {,~ ~i=_ grade A307/SAE1018 ! -See details on drawing-1 for and 14 SDS ~A x 3" wood screws. Provide at "T' o3 i~ Simpson BTU 1/2 ........ J strapping and uplift connections, corners of garage walls and doors and at ~ _Bearing Plate and Building corners- see Foundation plan III Vnut and Drawing-1 detail sheet for details on Tie Downs ~ O u~ Z and strapping ~..~ ~ ~_ ,_.,,._ 15'-10" 12'-4" 13'-0" 24'-0" I- STRUCTURAL HOLLOW COLUMN 65'-2" ANCHORAGE DETAIL TYPICAL FOUNDATION O rY' ~ 'o , In accordance with chapter 4 of NTS Mechanical ~ New Yor~ State Code. B" Pourad TYPICAL ANCHOR BOLT FOUNDATION PLAN The Mechanical System shall be Concrete Wall with 2-#4 Bars Top 5'8" @ 23" on center- minimum embedment of 7" with 3" x 3" square washer. SCALE: 1/4" = 1 '-0" installed in accordance with Chapters & Bottom & ~-4 @ 48" cc vertical 12-24 of the Resi~dential Code of New York on 24" x 12" Poured Hold 12" off corners and hold 4" to 12" off Concrete wall footing with 3- ~4 Bars each end of each sill plate, Uplift strap continuous in footing, 2-2x6 ACQ connections at all bearing walls. * See dwg-1 sill plates, Sill seal, Copper Termite Shield. All foundation walls to extend to virgin soil and be full height walls or step footings 1V - 2H per code. ' 16'-0" ~ Framer to verify centerline of window ~Bearing Plate -{- over sink with kitchen layout plan _~ provided by Owner or builder. ' 'XWaod Header~-~' ' Structural Fiberglass .-- -+--- 'v'qoud deck with ' column see plan for Dia. ~ ~ ' ~ ~ _' ........................ ' /WOOD STOOP Thread 1/2" Rod ~- ~ ....... I ~ ~ /STEPS "Through Column. FACTORY-BUILT ~ ~z~ i -, r ........ --= RAILING :. ~Simps°n A307 CNW Coupler nut FIRE PLACE , 3052 -izEzzz31:~;5~' ~"- 30210-2 2032 1' x 3' AWNING .......... ~; r ti2. threaded Rod through Shall be listed and ~ ~ ~ ] ------.-- Wood Girder and anchored labeled and shall be c~ 3,.6,, 11 '.6" I 3,.6.~ 2-2xl 2 , I' , 2-2x12 i ~ ~2 ,~-.-/on bottom with Simpson installed in accordance ~ ~~ I"1 ~ ~ J ~ ~ :, STU 1/2 Bearing Plate with the conditons of the ~ ~ ~ 18,.6. ~ % , ~ i ~ listing. It shall be tested in , : u ~HALF WALL i 5,.10,, : ~ : accordancewJthUL127. ~ ~ ~ +, ~ plywood each s de , =~ '~ '~ 11'-8" installed in accordan~ with ~ ~ 5'-6" ~ .,i ... the Listing of the Fireplace. ~ ~ ~Flreplace offset I o ' 1'-0 1/2' ~5'-6" 5'-6 I/; ¢ ~ o '. UL listed air ducts and installed ~ in chase ' ~ ' smoke alarm %'~ according to the manufa~urer. Center Fireplace ~ ,~_i I ~ 2'-8" ~ % oo( z , ,'"-' , ' "~ NTS ~ ,nRoom = DINETTE ~ ~~ 2'-4', = plyw ..~h.id. ; ~ '' ~ : SMOKE ALARM ' ~ wl,hs.l~-closura, lnsul~~ /.~ ~ smokealarm ~ ' ~ o :~ ~ ALARM4,.0 ,,' = ' ~ ~ 2'~, ~ " ~ ~ ~ ~ .4'-~/4"1,, r =~ ~ ~ - ~, ~ 2-2x10 " 3-2x12 , I~ ~ ~ ' 4'-0" , m ~ 2--- r ~ -~ , ~ I 2 ' m l, , ~ ~ 4-7 1/2 ~ /1- / Round handrad made ef ~ ~ I , , , , , ~ , ,. ...... -11/2, 3-1 2-2 . _ ...................................... .. ............ ....... ................. , ........ vinyl or wood with brackets "'"'--""". ~lu~tem m~ apa~ . , , , ~ t ~ ~ ~ ~~u l" ~ .......... ..... =~-~m2-2X12 DINING ROOM -' ~ ~ . ~ % ~ ~Handrail Height measured from stair = ~ ~ , ~ . / ~ ~~ ~ ~ ' , ' , %F ...... I,~/ tread nosing, Shall not be less than . , ......... Il_ u WALL ~ -¢ ',, ,~ } IIIIIIItlIIIIIIIFI~_ ~" and not more than 38" ~ ~ : A ' . x4wall Il ~ ' ~ ABOVE ~ ~ , ' " closet under~ ~. ~ ~ ~ ~ ~ TYPICAL FOOTING/COL ~ .::.~,',, ,,, ' :,..R ~ .,,~.11111t.1111111ttlllll ' ~ ~° ,' = stair , ._a 24" x 24" x ~ m° 12" Thick, poured ~ ~ , ~ ~ ) Concrete footing & 3-1/2"- ...... ~ . o ' UP 15R =~ ~ ' .' '.' '.'~ ..... 15'-6 1/2" , ~ t~ ~ J "'" ~nl'~'~ ~ ~ 1'-9" 13'-0" " ~ ~ --= ~ I o .:. ". -]a~lt*d.~to. . L~g~ ~ ~~Teco ~ch joists to Girder o ,' j3 1/2" 3 1/2 ~° L .............................. ;I 3-2x12 ~; ..... ..... ~ ........ 3-2x12 ~ ~JC-~'J I I 4" treated Post with Po~ Cap ~ = ' ~ ............. ~ I FOYER ~ .............................. " ..... " ................ ~ .... .I;~1I I 6alv. post based anchored , ~ ~ ,J , ~, , · ,' ,' ~ GARAGE ....... = . [~,)'] ] ] inet conc. I footing and nailed ~ ~ ~ , = ~ : Provide 5/8" Fire Rated Gypsum ~ I ° ~ ' wallboard on walls and ceiling of ' ¢ ~ ~ ~ I', with living area garage as per code sections 3 ! ...... ; ' R702.1 and 805.1. Were garage 23'-3" ~ ~ ~ ~ ................................ ~ a0uts dweiiing-use 5/~~ fire rated x z ~ ~ .... ~ ...... ~~ _ _~ , wallboard on garage side and ~i ~ ~t t ~ ~ ~ ~ ~ .................... ~ .............. · % fire rated wallboard on opposite ~ ~DRAIL SECTION , ~ ~ .... ~ .................................. ~ - _ ~ side in accordance with code ~ ~ ' ~~ ~ ~ ' ~ ~_2;~]] ~ j section R702.3 Insulate wails common ~ th ~ ~ : " heated areas. ~ 1/4"= 1'-0" j , 3'~!q ~ ~ ; 3-~tn ~ 32x!0 32x10 , ~ , ..................... ~ 12" HB&G~ ~ ............... STAIR HAND.IL NOTE: ~rm.-...t = ............ ' Column I ~ 3052 , , 3 1/2'" ~F~ME EXTERIOIR Provide Handrail on at least one side ~ ; ~ GARAGE WALLS of each stai~ay Interiotr and e~eriOir ~ Down to grade WITH 2X6 STUDS , With ~O OR MORE RISERS, Handrail 8'-8" ' 8'-9" 8'-2" as required ',, , 7'-6 1/2" 7'-6 1/2" AT 16" C.C. Height measured above ' stal~ ~ead nosing, shall not be lass than ~ inches and not more than 38inches. : ' All Handrails shall be continuous the full lenght'oT the stair from a point directly ~ above the top dser of a flight to a point~ dire~ly ~ove the lowest riser of the flight. ; Handrails shall not be lass than 1-1/2 inches baleen the wall and the handrail 4'-7 1/2" 6'-10 1/2" 4'~" 6' 2" 6'-2" 3' 4" 6' 4" 3'-4" 6'-6" 11' 0" . , ., ., , - ., - ,, - ., , . , - 6'-6" · NOTE:~5'-~0" 12,-4. 13,-0,, 24,-0,, Per.es, bal~nie8 or raised floor su~aces located more than 30 inchesElectrical Note:9'-0" plate height WINDOWS, FWH, FWG DOORS AS FOLLOWS; hew. ~.i,.g .et mcr, th.. 3S i.~h~ A, a.ctri.a~ .q~lp~..t..~ wi,.9 .h., b~ ,n.~.,.~ 1 ST FLOOR PLAN ~o~.~ ..~b~. ~,ov~d. LOW-E high. R'alli~gs shall have Top rails and in accedence with Chapters 33-42 of the Residential High impact resistant glass in all windows Baluste~ a.d BoLero rails that areCode or N.w York. SCALE: 1/4" = 1 '-0" 9H W~.DOWS W~TH , , NO MORE THAN 4 INCHES APART. and exterior doors with glass. , E~CEPT: the ~a~gular openings formed ~ Smoke Dete~or and C.,b~. Mo.o.i,. O.t.~o~ LIVING AREA; 1739 SF .'''' ,' bythe~8er, t~adandboEom~iJof~e ~ Refer to general notes ~21 ;~,~ ',, ' ,'~.: '- ~uS~ Cell at ~e open side of a stat~y ~, ...... ,-. ,.. ,,;., ' ' . GARAGE AREA; 621 SF ~ - , . ~ ~ ~ ~mE~d [o be of such a sf~ that a and ~ 22. ~ ~' ' :,~ "? ?- ,'" 61~ Sphere ~n.~pa~thmugh. :: : ' ' ' ' ..-~-~'TOP PLATES : ~ ~.,~...-2- SIMPSON LS50 = ~ ~,, ~ W/58DCOMMONNALS ~ t' h ' ~Simpson PHD5 with 14 SDS . ~ ,N ~AC~ ~N~ ~ ~ ~ 1/4 x 3 Wood Screws ~ '. ,~. ,:; 1/2" PLYWOOD SHEATHING ~ ~ ~and 5/8" Threaded Rod. ,~, mHD5 HOIDOWN8 ~ , ~ APPLIED VERTICALLY AND ' . · ' PROVImE BET~EN ~ ,~ NAILED WITH 80 NAILS . '., 'FLOO~-~,,NG : '~ 3' ON CENTER STAGGERED ~ ' ~ ;,~; ~ ~W~H 5/8" THREADED ,' ~ ,,'~"J~ ALONG ALL EDGES ,, ~ / ROD AS PER PLAN and , ,. ~,~.~ ~ I~DS 1/4x3" Wood Scre~ . ~ ,,,~ HOLDOWNS BEYOND ,... /~ .......... ,. ,,,~s.o~.~.~ ELEVATION VIEW ~ ~"*~'"~ F.';~.~..u,.~ TYPICAL CONNECTION FOR ~ ~-/~ ~ ~, ~"~ TWO STORY APPLICATION . ,2'~" 19'-71/2" ~ . 13'-10" . ~Typical PHD5 Holdown W~L BRACING PANEL ~ PHD5 Floor to Floor~ 3046 /112" PLYWOOD T~IS ' ~ , ' this page. TEMP GLASS /SIDE OF WALL ~ 3046-2 3046-2 / ' :r '~ . iNSIDE VIEW ~L' BRACING PANEL '--, ~~'" ~l'~:l"'~ ~ ........ /~ ' ~-- ........ ~ ' ~ ............................................................ ~ -- "' ' ~1 -- .... '" . , ... , ~" T .................. ~ DETAILS ~I ~ ~, ~s'-~w2" s~ v~ ;,_9,,... % FL APPLICATION , - = . , ~ . . . ~_.. edroom fi.', edroom ~3 III/ ~ , ~ ~ smoKe al~ ~ i smoke a~arm / ~ ~ ~ IJ]( ~ x~ ~'~- ~ ~ II2"PLYWOODTHIS~ ~ ,. - IlI~ ~ I '~ ~ ~ . SIDEOFWALL ~ ~ ~.~ ~ . ~ ~ 1/2 PLYWOODT41S ~ ~ ~ /, , . ', ' ~ ~,~,, ~ , ,, ~ ~ SIDE Of WALL ~ ~ ~ ~ ~19-61/2 i . 3'-4" j~;2-1 > . ~ ~ ~ . , .~" ~ - / /I ~ ~ 8 = ' Ill ~ . ,~ ~ /. /~. ~ x 2x4 cdlar ties .7-0"IL r~ X-.. , ~ ~ ........... :=.. 2-6 m 2-4 //wall ~31/2" ~' * ~ ~":: -~ ~ ~ I m ~ / he,ght . ~ ...~.~ - .=~. , __ , , , _~ ~ ,.~ ,, ' , Vent Thru I ~ ~ w , ~ ~ - _, ~ ............... ~ ........................... ~ ............................. ~-~ .................... ~., ............................................ ~ ................ k' =~11 , set ~ ~ , : I ', 2-xI2FLUSH/'N 2-6 [~b ~1I . ~ I ~ I ~t~3~'1 ~ I ~ . ~. Unsu~/w¢ =-- ........ ~.~'v ~ : '' ']' "~ ...... 2" TRA~ CEILING S S j ~ ~ ~ ~ I ; T~ %.~ Storage On ' ' ' ..... ~ '111 . ~, ~ ,/ ~ ~ ~o . o ~, . .- .... '~ I I I ' '----. . · ,~ , / , = · ~ -.. .- i , ' ' , : : III ' ~ Wall ~ I / vault cig I x ~ ~ ~ ~ CL L&~ ' ; ~ ', !', ~0'-o,'...i ~ u~'., ~ i ~ , : : : ~ ,, ~ ~s..e 1/~,, ~,_9,,, .. ~ ~ ~ ~s,_0,, .~ I LAV WC LAV LAV ', ~ ~1~31/2,,~ PLYWOOD FACE OF ~ 31/2; J,/ I '~ ~ ',. ' k/ Tub/ WC ~1 ~ll ~ _ THIS WALL% I, ~ ,/I ~6'-0" ' ' Shower st~ll shwr Whidpeol ~ ~ / ~ , ~ / ~ ~ , 2x4 collar ties ~ 16"oc N I /WALL HE GHT E ~ '' ~ ' ~ ........ J- ...... '-~- -- Z ~1 . .... !___ ~ ...... ~.; ............ /LVL BELOW ~ ~~"~ . ,-,,~" ~" ~,, '-"~" "~" ~" ~" . -~-~/ ~ ; ;' ~-~'~1 ' '; ~ / · t ~ Hddown ~ I - -. - ~,~ ', /Holdown ~ ~ ~ ~ 3" ' 6' X 7' VINYL ARCH TOP ~Typic ~ PHD5 ~ / "' 3" ~ ~ ~ ~ ~, Typmal PHD5 3046 3046 ,' ~ .......... = ~ , .......... = ~. 3046 3046 Typical PHD5 , 2x4 collar ties ~"...-. .... ~ ............. ~ ~., I = 'o~u~ ,. ~.., S,~e. / , i r ....... T ....... I I -- . ....f j i ' ' ' ' 3046 Utili~ LAV , Sfnk DW WM Sink WC ~l stall Shwr ' O. : , r CO~ 4'-6" 7'-0" 4'-4" 6'-2" 6'-2" 3'-4" 6'4" 3'-4" 24'-8" c , .. .. ., . ., %"'"' , 4" To a New Suffolk County ~ 15'-10" 12'-4" 13'-0" ,' . .., ' ~iHT ~proved Sanitary System ; ., 2ND FLOOR PLAN ' PLUMBING RISER 'DIAG~M ~~1/4" = 1'-0" Not to Scale AREA; 1210 SF \. , 1[1~ 15'-6q/2 V~/ 11-1 1/2" J.2'-1 11'-1" 1'-9" I// = ,/'x., ' N ,.,x ,. 4r \, II]~''' ~o BATH ~ ~ Bedroom ~=. ~.q Bedroom #3 ~k~.~V-'~N~%-~ ,I Jr]j -- ' , ~. ~ smoke al.i~ smoke alarm / ' J II I/ i .~- ~'~ ~ u~" PLYWOOD TH~S ~ ' ° III~---~ ,.~, ,,..~. ~ ~ II , , ~ ~%.=,,~YWOO~,,~ ., ~ ~ ~ ~ 2x4 collar ties ~ 16 cc 1~4~,, ' , .~.,, m ¢. SIDEOFWALL ~ ~ ~ J .~ ~ ~ ~ o ~ 2x4 ~ I ~ ~ r - I ~ ~ ~ ~,~ ~ . o,~,, ~,, u2" ~,~__, : ~ r.:: .~ ~'~: HALL ~ ~ / heigh* ~ , H 2-2~1~ o~,H~ smoke ~Jarm Il. . ', ....... ~ ...... ~. , , , , ~ 1-~,~,,~.~,~ ~ .... ~..__= ~= ......... ~ .~,'-~ ................... ~, .,'-',, .................................... ~.~ .~, · , ,, . ~ ~ -~%. ~¢. ............... ~'~ ..... y--f ...................... JJ I set ~J~g Il ~ J J J 2- x12 FLUSH. X 2-6 ~~ ' , ~, J JJJ I 10'0" ~'~ I =-- '. ', ~LIN~ , ,, ' Bedroom ~1 ~ ~ , ......... ~, , u , ~ =~,' - =, ~ ' - ~'~ ~ ~ ' Unfinished Attic I -- ~, ...... P- ~ I 'c ~ H T~A~ CE~UNe . m,, , ~, ~ -- , ~ ~ ~ Storage Only ~,~ ,/ ~ ~ ~ o . , , OPEN TO .- I , ~ ~ ~o ~ ~~ , I / , J I , ~ . .,I . ,BELOW .~ ~ o~ · - JJ , ~ w~ll ~ I / jvault cig I ~ % ~ %~ , CL ~ I ~ 4~.~ ~/~. """ ~ I 44~a,h .-- I10,_0. AFFi q 4/o~ ~' ~ ~ 4q, n. --. J ~ . / ~ ~ , , ~31/2'q PLYWOOD FACE OF ,~ 31/2" J' I J Ill ~___~ .......... ,~ ~ : ~ ~ ,~. ~,~ ~_; _~,,~ ............ ~ 6'-o" ~...' . ~ ' //WALL HEIGHT ~ ', / ~,scJ~ 6"o~ ~ ....... ' ~ ~A~E ~J LVL BELOW -' ' .... ................... ~- - ~ ~ I 2-2x12 I ~ ~'~ ~ 3046 TypicaIPHD5 · / 3046 3046 j I . ~ ~ ~ = ~ , J I ~ H°ld°wn J __~ ....... J .......... j 6' X 7' VINYL ARCH TOP/ I = 'Typic , PHD5 J j," Holdc ~n Each S~de ~, ~ ~ J Ridge Vent ~ ~--- Ridge Vent Ridge Vent ASPHALT SHINGLES 6" fascia 7 ...... ~ ...... : ~ _: E_: ==. 3~-- '..~. ~ '''= ''' -- ~ : --: -- ~ I ~- -- A ALTSHINGL'~ - I ' Vinyl Si,din0 , , ~ I mm ~. = II Wood steps and landing I~ --- II to grade, handrad and __ Wood Framed Chimney Z rd 003 I I =I~NISHED GRADE .. REAR ELEVATION SCALE: 3/16"= 1'-0" SCALE : 3/16" = 1'-0" Chimneys shall extend at least 2 feet higher ' ' ,' ' than any potion of a building within 10 feet, r 'I ' I 'but shall not be less than 3 feet above the , = ~ through the roof (R1001.6) '~' Ridge Vent ....." Wood . Framed Chimney ~ ~ ASPHALT SHINGLES I ' 7~ RidgeV~' r 107~ % ~F': ~ RidgeVent SHINGLES ~~ OVERRAN i V~ Sld~ OVERHANG __ .__ ASPHALT SHINGLES Wood * Framed , ~ Chimney__ ~ ........... to grade· handrail and .. LEFT ELEVATION Po,oh No,~,: SCALE: 3/16"= 1'-0" FRONT ELEVATION Round Porch Coaumns " see plan for size, SCALE: 1/4" = 1'-0" -" Space balusters maximum 7 Ice and Water Shield consisting of 2-layers of underlayment cemented ! _ together or of a self-adhering ! polymer modified bitumen sheet, I shall extend from the eave's edge ~.~2x4 Diagonal Brace @ 48" d.C. , to a point at least 24 inches inside the EXTERIOR wall line of the Building, 'I/'" 2x4 On flat at 48" O'c' 2X4 Diagonal Brace @ 48" d.C. -- 2x4 on fist at 48" d.C. Bedroom #~d smoke alarm III n r' Illlllltllllllllllllllllllllllllllllllltlllll 1 r~ I[ smoke alarm Provide Bridging ~ on* 4'-0" section of/ ~t 8'-0" on center 3/4" ~l~ood Alon~ . R-13.Ba~ ~ maximum. Roof Edge continuous InsulaaerFOYER DINING~InsulationR'13 Butt front to rear ., CRAWL SPA:;E ... 9.0 ,~ ,,, Ice and Water Shield consisting of , ~, - - - - , ~, together or of a self-adhering SEE DWG-1 FOR polymer modified bitumen sheet, SECTION B ST~PPINGDETAILS_ FOR TYPICAL Ridge vent shall extend from tho eave's edge AND NAILING SCHEDS, ridge beam one size SCALE: 1/4" = 1 '-0" SEE SECTION A,larger than rafter dimension the EXTERIOR wamm TYPICAL ROOF CONSTRUCTION ~16" Class A Asphalt roof Shingles ~ ~ SEE DWG-1 FOR -- Ridge vent Wlmlce &SiXwater fastenemshield.per shingle. ~~/ /ridge beam °ne size 15 Lb Underlaymsnt Felt. ~/ larger than ra~er dimension , Framing As per plans with 518" E~edor 2X4 ~" oc , : -- - 12" everhangs-~pical "-[ // I ~--J0 ~" Wood fasda & 6" Wood rake boards. Vented Vinyl Soffits 2X6 Ra~ers 16" cc e room ~ ' % , ~ ~PICAL EXTERIOR WALL = ~ 2X8 ra~ers 16' cc ~ 2 x 4 Doug-Fir Wood Studs ~ 16" on center Exterior Grade 1/2" Pl~ood Sheathing-see TOP upli~ Strapplng installed in accordance wi~ _ _. u m. _ WFCM 1995 manual end details on drawing-l. -- ' ~ m ' -- ~PCiAL FLOOR CONSTRUCTION 3/4. Pl~ood Subfloor, Glued and Nailed m Te~ all ~PCIAL FOUNDATION CONSTRUCTION Poured Concrete Wall Footing. ~te~or- ' Damprooflng. 2- 2x6 treated Sill Plates, LEV; ~ehor ~olt~ ~r Found~Uon ~ ~ ~ walls a.O and Upli" Strapping per WFCM 1905 manua, and details on Drawing-I, REFER TO I~ ~i~ng per ~de foundation plan for Rebar specifications. Flat Ceiling ..................................... R-30 ' m · Exterior Walls 2x6 R-19 ELEV; j ',; Exterior Wells 2x4 ........................... R-13 ~ ~ All Gl~ng ........................................ U=.35 ~ D~om-less than 50% glazing ............... U=.40 I SCALE: 1/4"= 1,_0,, ~ . Doers-greater than 50 ~ gtazing ........ U=.35 INTERIOR WALL FINISH ,~ Provide t/2" Gypaum Wall Boa~ on cdtngs FOR TYPICAL MATERIALS ' "- ' " I SEE D~G-1 FOR and walls except basement walls and unless ~ ST~PPING DETAILS not~. Moisture Resistant Wall Board in SEE SECTION ABarrooms and Fire Rated wall Board ,~ AND NAIILING SCHEDS. [~ca~d as per ~de and drawings.