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HomeMy WebLinkAbout0455.95.1GENERAL NOTES AND DESIGN CRITERIA ft Om Viet i 1 I till/ unfit by Deso 8mk& Irlt.. to mail average corllt- W We and coda b rn Slops of No Nis d alt orris N wee ilesipfMd. This pin wet able reI* d b tlieisrtl'M tone 1. 111 Mlae Gales aril teolkanerds can cffinite NW #" v" Irom Wbkft 10 MWkIloilk D880 feics. Inc. cams watralt ran - OW= wM any soedlfc code or rpuiblil g v Co" yaw Ion! buNdkhg ollfcol to /eiarrlrle ale Mtilsblflly d IIheN olds la yolw ltpecMlc sale and applfcatort. ft 0w = M aka/ 1• yea lord bell I I roles and Ietplifwoft. loll doe. N k ft t-ion 1% et lee pi clo mdbt buoda of ft plea to tee Mid hen skink lie k bbl In ttlrlel P III! r with ant oovernirq murhicipd coda Idly. CM*. tube all l ft*. TM par the alllhr bWMw d ttt pin rehoeet Dedgn lain, Inc.. ft Aw- Ile'A - cretin 011c aril 0l/toyeu Iran any chi -8 or lewsuNs Mud may aria fining hen walruciloll of tit 2111RI uwe or XWO Mteteafter ME>MON lOAOM: • Floor 418be. lfve bed Roof- 30 Ike. No bad 1S 101. dead load 20 t dead load • 9oll bell" Cao P111 l -1800 PS= • lire bale, foal belt, wad loafs, snow bads, oisal bads. seismic zating and arty speeieill balfno eontllltorl1 will need to be conMmed before consiniclion aril -401r 1 1 b pleat made atxottl>w *. See your local building officials for m W fifMP d yaw gwfic bed dab. zoning restriclioi and sfle cont0loris. CIE NN F81MIMAT11M111: • AN lobe on graft shelf be 3000 PSI (26-da(r compressive strength concrete). arless nolnd of herwise. • Al toile on grade shelf beer on 4- compacted grander fiN with 6x6 - 1 Ox 10 Wild wile mesh (wwml. urdas noted ollte win. • l Riot sibs shelf hate 6 pd. polyethylene wepo► barfiet undefnWh • Provide proper erlpalatoN an/ ax* joints as per local requaements. • Fou n6li n cerhdelt wllelle shelf be conshucted with A) Grade N. live 1.1lolfow core bad bearing tonctete masonry units B) Grade N. type 1. specially shapes load beating concrete masonry units as 0*1d Q Tyne -W mortar. 0) Provide con6mus, horMmlal joint reahiorcirhg with 9 gauge *me every third co111M. F) Rt doicg must rot loan wth your local bulldog requirements • Alf 3g'13rxll coronet pelt to have (2) 14 rods each way • Fora ifti wdo are Ilea W be bedklNed umll house is completely framed and Mold Inch- s lo pool. • Vivify d*6 e1 boil in ell gt with your kcal coda • PwA t lamNe prabdiorh m requwed by HUD mudmum property stshdi►ds • LsWO slrppa I In beeerrher 1 web to coo d (1) 05 rod in the Nod cores of five Comm blocs. • FrmdAw bolls must be aldw III d to sill plrt wNh 1/2" bofs embedded 15" in Md ions. M A OOl18CNEMI 1E: lJRt Fat 801T SPACNIM r Ill T-M' Nine squired 6' -0" o c T -r b r-r 41' o C. 4e" o.c. In MW core r -1' In r-- 32' o.c. 3r o.c in Nod core Ora r-- AdAlond agiiewino may be required 9"IL. • M s>tlatRNrd steel lot beeme and point shelf congy with ASTM specification A-35. • N dtrlrtd" sisal lot seal cabman shelf oill" wfh ASTM speafication A -S3 Omb 8 a A -501. • AN taa le ca I sal for cotta 0 shelf con" with ASTM specNkalion A -615 Aisle n. • Praridt (1) ft ref M sbr W rotes in Deem podteb. • 3ftd otblrrela are w in r 1.0. (waft &at -min) etas noted olhef a @. SYMBOLS FIIAMNN �K: • Unless noW otherwise. all naming lumber to be Hem Fir 12 or better. • Cortracbt b tonlirtn the sue. spacing and species of all framing and structural mambas to mad your local code requirements • Any structural or harping members not indicated on the plan are to be sized by contractor. • Double Moor joist under all partition was, unless noted otherwise. • AN exterior waifs are di no to outside of 112 " rigid insulation • AN interim wafts are dimensioned from stud to stud • AN exterior waft, rncQrdkhq garages, are to have 112" rigid insulation • Caic hftd dknaaions take precedence over scaled dimensions • AN waft are $'-0" high unless otherwise noted or implied • AN angled waft on Morn plans are at a 45 degree angle, unless otherwise noted • Unless noted otherwise. above all openings that are (1) Load basing and less Ism or equal to 3 ft use 06 Doug Fit (2) Load beefing and more than 3 ft use (2) 2x1? Doug Fit w/ 112" Ptywood between (3) Non -load bearing and less than of equal to 6 ft . use 66 Doug Fir (4) Non -bad bearing and snore than 6 h use (2) 2x1? Doug Fir w/ 1/2" Plywood between (5) AN exterior openugs use (2) 2x 12 Doug fir w/ 112" Plywood between • AN trusses to be engineered try truss manulaclurei according to the loading indi caned on this plats • Place (1) row of 1 'x3` cross bridging on all spans over B' -O" and (2) rows of 1 "x3" cioss-bridgng on all spans over 16' 0" • Collar ties are to be spaced 4'-0" o c • AN purbns and kickers ate to be 24's. unless noted otherwise • Any hip of valley ratters over a 28'-0" span are to be Laminated Veneer Lumber (IV I ) MC. NOM: • Prelabricaled fireplaces and flues are to be 111 approved and installed as per rnanutaclref's specdicatnns • AN rnaaiats, supplies and equipment to be installed as per manufacturer's spec- ifications and as per local codes and requirements • 1/2" water - resistant drywall around showers, tubs and whirls • 1R" drywall on interior waft and ceilings • SIB° type ­X-fife code drywall on garage wales and ceilings • Windows are called out by glass size only • Windows, d not noted are assumed to be casements • Confirm window opening Inn your local egress requirements and minimum light and ventilation ►equhren►ents • The mechanical and electtncat layouts are skgoested only Consitt your mechani- cal and electrical contractors for exact specifications. locations and sizes • Typical overhang stmt unless noted otherwise no drawing 'On pitches of 4117 5112 6/12 = 24" overhang 7112 = 1 B" ovefiang 8/12 = 16" overhang 9112 = 14" overhang 10112 - 11112 -12/12 = 12" oveitian►g • Note. Adjust overhangs to provide clearance for windows to open Adjust over- hangs to maintain consistant level when the plans call for (2) different pitches at a hip • Manor aferaliom to Miffs plan can be made by builder Please contact our drafting department for information and price quotes if major changes are requited • Design Basics. Inc. detetmiries Finished square footage by measuring to the ourl- side of all wells We include: interior fireplaces and every location in which the Poor joists project from the foundation • We do not include. witidow boxes where the floor joists do not project from the foundation: 2 -story entries, exterior fireplaces; garage; decks; patios; porches; unfinished storage areas. basements or any other unfinished areas Wood Frame Wall Batt Insulation Concrete Blown Insulation ///Z4 Bfkk a Stone Minimum 3'x3' Solid Bearing of as Required _4 Earth Silkock Granular of of" FIN © Fire ABBREVIATIONS ADJ OerN 1tAlrluber C T Ceramic Tile ASPH Asphmt DBL Nv MI Minimum MMM �M GARB. DISP. amble BILDDG tieC:M NhhllhberAeMa D.H Nppy Ali (Feder) BSMT >stheel Ntsris C7'� M Supply Air 0") BTM ' drafts Of Norm Ca ft Paters 0814 Dishwasher BTW. Between WMeI�M Down sloe how Cantilever DRY Dryer IL Ceiling Joist EA. - = 0� Reel ftidt Ritre � ELEV Elevation 9§/a d Ceiling ENT FIIAMNN �K: • Unless noW otherwise. all naming lumber to be Hem Fir 12 or better. • Cortracbt b tonlirtn the sue. spacing and species of all framing and structural mambas to mad your local code requirements • Any structural or harping members not indicated on the plan are to be sized by contractor. • Double Moor joist under all partition was, unless noted otherwise. • AN exterior waifs are di no to outside of 112 " rigid insulation • AN interim wafts are dimensioned from stud to stud • AN exterior waft, rncQrdkhq garages, are to have 112" rigid insulation • Caic hftd dknaaions take precedence over scaled dimensions • AN waft are $'-0" high unless otherwise noted or implied • AN angled waft on Morn plans are at a 45 degree angle, unless otherwise noted • Unless noted otherwise. above all openings that are (1) Load basing and less Ism or equal to 3 ft use 06 Doug Fit (2) Load beefing and more than 3 ft use (2) 2x1? Doug Fit w/ 112" Ptywood between (3) Non -load bearing and less than of equal to 6 ft . use 66 Doug Fir (4) Non -bad bearing and snore than 6 h use (2) 2x1? Doug Fir w/ 1/2" Plywood between (5) AN exterior openugs use (2) 2x 12 Doug fir w/ 112" Plywood between • AN trusses to be engineered try truss manulaclurei according to the loading indi caned on this plats • Place (1) row of 1 'x3` cross bridging on all spans over B' -O" and (2) rows of 1 "x3" cioss-bridgng on all spans over 16' 0" • Collar ties are to be spaced 4'-0" o c • AN purbns and kickers ate to be 24's. unless noted otherwise • Any hip of valley ratters over a 28'-0" span are to be Laminated Veneer Lumber (IV I ) MC. NOM: • Prelabricaled fireplaces and flues are to be 111 approved and installed as per rnanutaclref's specdicatnns • AN rnaaiats, supplies and equipment to be installed as per manufacturer's spec- ifications and as per local codes and requirements • 1/2" water - resistant drywall around showers, tubs and whirls • 1R" drywall on interior waft and ceilings • SIB° type ­X-fife code drywall on garage wales and ceilings • Windows are called out by glass size only • Windows, d not noted are assumed to be casements • Confirm window opening Inn your local egress requirements and minimum light and ventilation ►equhren►ents • The mechanical and electtncat layouts are skgoested only Consitt your mechani- cal and electrical contractors for exact specifications. locations and sizes • Typical overhang stmt unless noted otherwise no drawing 'On pitches of 4117 5112 6/12 = 24" overhang 7112 = 1 B" ovefiang 8/12 = 16" overhang 9112 = 14" overhang 10112 - 11112 -12/12 = 12" oveitian►g • Note. Adjust overhangs to provide clearance for windows to open Adjust over- hangs to maintain consistant level when the plans call for (2) different pitches at a hip • Manor aferaliom to Miffs plan can be made by builder Please contact our drafting department for information and price quotes if major changes are requited • Design Basics. Inc. detetmiries Finished square footage by measuring to the ourl- side of all wells We include: interior fireplaces and every location in which the Poor joists project from the foundation • We do not include. witidow boxes where the floor joists do not project from the foundation: 2 -story entries, exterior fireplaces; garage; decks; patios; porches; unfinished storage areas. basements or any other unfinished areas Wood Frame Wall Batt Insulation Concrete Blown Insulation ///Z4 Bfkk a Stone Minimum 3'x3' Solid Bearing of as Required _4 Earth Silkock Granular of of" FIN © Fire ABBREVIATIONS ADJ Adiustable C T Ceramic Tile ASPH Asphmt DBL Double Minimum SHM GARB. DISP. amble BILDDG B D.H Hung BSMT Basement DIA. Diameter BTM Bottom DISH Dishwasher BTW. Between DN. Down CANT Cantilever DRY Dryer C.J Ceiling Joist EA. Each CLG Ceiling ELEV Elevation CEIL Ceiling ENT Entertainment CER Ceramic EXP Exposure CHIM Chimney EXT Exterior C M U Con►cntle Masonry Unit FIG Fiberglass C 0 Cased Opening FIN. Finished COMB Combination FIXT Fixture COMP Compact F.J. Floor Joist CONC Concrete FL R. floor CSO Cased FLUOR Fluorescent FA 1 h n -- Ilalj 1. A.ti��ri 1 f III r- FIG. Footing MIL 001 inch SEC. GALV Galvanized MIN Minimum SHM GARB. DISP. Garbage Disposal MISC Miscsowwm S.L. G &N_ Glued and Nailed M.0 Masonry Openkq SLDR G11. Gas log Lighter NO Number STA HDR. Header N T S Not to Scale STD INSUL. Insulation 0 C On Cattle( STL. INT Interior O.H.O Overhead Door STRUCT JS1. Joist OPNG. Opening T C. KITCH Kitchen P C Pule Cord T. a G. L V L laminated Veneer lumber PICT Picture TRANS lAV lavatory POLY P TRAP L IN L kwn PROJ P;� U I. LIV living RAD Radius UNEX. L.S. lazy Susan RAFT'S Rafters WASH MAX Maximum REFRIG Refrigeralor WO MBR Maslen Bedroom RM Room WV M C Medicine Cabinet R 0 Rough Opw* W H. MICRO, Microwave R S Rough Sawn W W M OM r Ift o�w ro tee, ow [I n+ ° _ PLAN SERME SKTId MISCELLANEOUS ABBREVIATIONS Shower O At Skis N e „ C$nW Line 11 ,, Six Shelves Stationary 11 LMn Standard 1 RAS One Rod -Orel Shelf II 1R -2S One Rod-Two SWm ;� � Two Rods -Two Shelves i 1 S4S 17:15 j1 1! Two Shelves 11 1 1 •�- �- c�NIM� I 1 li -- -- ---- - -41 3W Three Wide Unexcavated OM r Ift o�w ro tee, ow [I n+ ° _ PLAN SERME SKTId MISCELLANEOUS ABBREVIATIONS Shower O At Skis N e C$nW Line S llde( 6S Six Shelves Stationary S. LMn Standard 1 RAS One Rod -Orel Shelf Stem 1R -2S One Rod-Two SWm Structural 2R -2S Two Rods -Two Shelves Trash Comp oor S4S Surface Four Side Tongue and Groove 2S Two Shelves Tr3mom 5S Ft" Shdm Trapezoid 2W Two Wide Undef*"WN 3W Three Wide Unexcavated 4W Four Wide Washer SW Five Wide Wood W/ With Wide Water Healer Welded Wire Mesh *Artist Conception Only MINI 1517 Sq. Ft. Sul cwid 1401 Sq. FL Toth 291 • Sq. Ft. �d? IL CNIN N l7 � �M W -1 Z N r Z 1301 MAIM 1 de