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Should weatber conditions cause loads other than that indicated such as snav , Heatin9 and Air Condttioning �+ earthquake , Aurricane etc . it is recomnended that you check with your local W 6fNERA1 NOTES natedmemberfsizes , or consult a local structural engineer to provide f�r alter- 1 ' P^ovide�Aeatclossacalculations , andtlayoutui � der or heating co�tractor to _ � 2 . Heating type and fuel as selected by owner . Builder to make necessary 0 changes in Dlan to accamodate chimneys , vents , etc . to be located and in - Z Cades and Standards ., . Moad traning members to De as follows or equal exceDt as shown on drawings . stalied as required . S A . Posts ( crawl space ) Ut � lity grade Douglas Fir 3 . All ducts to be installed rithout impingemen ! oo buildinq ;uria �. e< . � 1 . TAese 9eneral notes aed accompanying plans are complimentary aad all construc - B . Columns No . 1 Douglas Fir � tion is to be as herein outlined and as shown on drawings . C . Joists, beams and stringers No . 2 Douglas Fir Insulation 2 . All wrk sAall be done fn ctrict canOliaoce with : D . Bucks , blocking bridaing , misc . Utility grade Dou91a5 Ffr � A . State and local codes E . Studs 2x4 and larger "Studs " Douglas Fir or H . F . • B . Unifonn Duflding code F . Sills , steepers , plates and nailing L Edges of slabs on grade to be 18" wtde ; ! n p of �- 9 ins � lati •,:n a < r. ord - Construction 5Aa11 be in accordance with the code of local jurisdiciion as tho blocks on or embedded in concrete Pressure treated Douglas Fir � �9 to location . W herein written out in full . G . Decking ( not exposed ) Utility grade Douglas Fir 2 • Malls enclosing heated soaces below grade to be insulated rrith R - Il extendinq � 3 . Great care and proficiency have gone into tbe preparation of these plans and (Max . span 4 ' 0 " ) 12 " below exterior grade . < blueDrints , however , due ta the im ssibilit of 3 . All heattng ducts located in unheated spaces to be wrapned wfth 2 " of duct po y provfding "on site" supervision , N . Deckin9 ( exposed ) Standard grade or No . 2 D . F . � insulation . personal consultation , control over actual construction and because of other I . Rafters Np . 2 �ouglas Fir q , Floor insulation to be min . �- w � locai bullding and weather conditions anA great variation in local building J . Headers No . 2 Douglas Fir 5 . Electric water heaterz located in unAeateA spaces to be wrapped with R- li � codes , Spectrum 3 Design Associates Inc . assumes no responsibility for any dam- 4 . All exterior headers to be minimum 4z10 . Interior bearfng headers to be min . U ages includ9ng structur�l failers due to deficiencies , anissions or error in Ox10 . OtM1er sizes as noteE on plans . insulation and a protective exterior covering . tAe desi n or blueprints . It is recomnended that you consult a tocal buildin 6 . Mall insulation to be min . R- il . � 9 9 5 . All written dimensions shall take precedence over scaled dimensions . 7 , Ceiling insulation to be min . K- � designer or engineer af your chofce and check with your local builAing officials 6 . A� 1 miscellaneous steel to 6e A-36 , fabricated in accardance with AISC . ' � prior to start of actual construction . 7 , All bolts to be A- 307 . 4 . The builder shall vertfy all diinensions a�d condittons on drawings and in the g. All welding to be with E60X1( or E701(X electrodes in accordance wfth AWS . Orywall ; field arM shall Ae responsible for any necessary adjusUnents and/or corrections . q , All joists or beams framin into ( not Dearing on ) beams , headers or gfrders y 5 . The builder is to rovide all necessary temporar su port for walls and floors •• � 1 . All walls and ceilings of bath areas to be finished with approved waterproof P Y P shall be supported with U' type 'Simpsoo " or equal joist or beam hangars . prior to canpletion of vert9cal and lateral load systems . All post-beam and post- footing connectioos to be made with simpso� post �-W type gypsum Doard , A1 2 . Tubs shall be finished to within S ft . of tu6 edge with a ceramic or other �'f and post base . �� ►euw�en. � 1C . Block solid between joists and rafters at bearing walis . Crossbridge or solid water resiztant finish material . blocking at 8 ' -0" O . L . max . when �pth to th�ickness ratio is six to one . 3 . R11 utility areas containing laundry facilities shall be finished on ralls and • Exc�vatton and Grading ceiling �fth waterproof gypsum board or other approved water resistant material . 11 . All plywood to be standard grade with exterior glue . Minimum plywood nailing � 1 . Des9gn soS1 pressure 2000 P . S . F . If masonry , 1500 D . S . F . for fireD� ace and Lo be Ad com. at F " on center at edges and 12" O . L . at interniedtate beerings . � foundation ralis . Install roof and floor sheathinq w � th the face grain perpendicular to supports CaCinets and Millvrork O 2 . Cut slopes for permanent excavations and fills sball be not steeper than 2 SWgger joints �S" plyrrood index I . D . for floors and rpof 32/ 16 . � hori :ontal to 1 vertical . 12 . Butlder shall provSde a min . 22" x 30" access readily accessaDle to attic 1 . Cabinet make- to verify alI dimensions nn job before asscmbly of caeinet 3 . Ezuvate for footings below all organic a�aterial and renove all loose material spaces . 30 " headspace is required . Actess may be located in gargages if rork as slwwn on plans . � fraa footing excavatia�s . 1 hour protection is provided . 2 . Provide a 4" toespace at all kitchen and vanity cabinets . � 13 , MiMmum ceiling height in habitahle areas to be 1 ' -6" . Halls may be reduced 3 . Llearance frpn range top to Dottan of cahinets to be min . 10 " . ; to 7 ' -0" . 14 , All ezterior doors or doors tA unheated spaces to be �+eatherstrlpped and bave Vinyl Floors 8 Carpet � Loncrete and FaunAations a solid core . 1 . Nint�un concrete canprcsstve strength to be 2 ,000 P . S . ( . at 28 days . Minimum I5 . Builder to provide vapor barriers for floors and ceilings of 151b . building � , q� � bath and utility roan floors to be sheet vinyl , tile or other apDrovrn • ce�ent content W be five sacks per yard mazimun slump 4" . paper or kraft paper , foil back or kraft back insulation and 4 mil polythylene non-absorbent ma [erial with a coved base of like material extendi �g up wall on warm side of insulation . ( irv Re�wsu� a min . of 5" . n 2 . AI1 footings to bear on firm , undisturbed soil . footinqs to extend belovi 16 . A11 ,toists parallel to pa •Citions over and headers shall be doubled . Z , Kitchen flocrs may Ce 9nztalled as above or be wrpeted with� a matPr , al ca frost itne . Foundations supporting rrood to extend at least 6 inches above 17 . Install truss tie-dow�s at each rafter tail , H- 3 or epual . ad 'acent ffnisA rade . manufactureC far that nurpose . = J 9 18 . Deck end belcoRy guardrails to be min . 36" high with maximun open spaces so 3 . Fill under ground - supported slabs to be minimum of 4 " gr�vel well canpacted . that a 9 " iphere tan nOt pass through . Stair railing to be located not less � 4 . Drovide keyM control jo9nts in all sla6s on grade at 25 feet O . C . each way �an 30" nor more than 34" above tread nozing . Railings to be built to with- Lighting �f maai�num , Drovide heavy (3/� " ) tooled joints at 5 feet O . C . and y" pre�nplded sWnd a minimum load of 201bs/ lineal �foot perpendicular to the rail . ezpansion jntnts at 30 feet O . C . in all exterior walks a� slabs . 1 . lighting fixtures for proper light levels in vartous roans 95 a servtce inost 5 . All reinforcing steel to be A-615 grade 40 . Melded wire mesh to be A- 195 . lighting specialty deaters provide . It Nould be deslreable to take a copy of 6 . Place all reinforctng per ACI codes and standards . RoofSng your plans [o them to aid in che setection of fixtures . 7 . Lap all continuous bars 30 dia�neters minimum . 8 . Ground cover in crowl spaces to be 6MIL , black polythylene . 1 . Roofing shall be mSnimun class "C " rated materia ? and as shorm on plans or paintln9 and Decorati � 9 . Maintain IB" clear in crawl spaces between grade and the underside of bedns equal alter�ate . or ,�oists . 2 . pll roafiny shall be dp�li .M atcordinq to �^snefatturers recommendatioas over � , Kitchen and bath areas to be painted shali be a minimum of two coats ena�el I0 . Yent crawl speces 1 . 3 sa . ft . for each 25 linear feet of wall with closa6le a 151b . asphalt felt dry sAeet . Yood sCakec to be interlaced wrth an 18" pa9 �t or other approved washable surfacing material , such as Qecorative wall screened vents . wide strio of 301C . A . S . F , coverings made for that purpose . 11 . All raod in dircct contad with contrete or masonry to be pressure treated . 12 . Yepor Derriers under concrete slabs on grade to be 50 lb . rolled roofing or Landscaping equal . SheeLaetal l3 . Beam pockets in concrcte walls to have �" air space around beam sides and end . 1 . Care should be taken that ehe ftnish grade be slightly slopin9 away fran the ° 5 � � Vost and bea�ns to rest on asphatt shin9le or metal Dearing plate . Ends of 1 . Proviae and fnsta � l cheetmetal ducts fran all hoods and exhaust fans to building distance of apDroximately 6 ft . � � °y o girders supported aa concrete or masonry sha11 have not less than 3 " bearirg . outside . 2 . Maintain a minimum of 6" clear between finish grade and wood sidin9 . . ; - I� . Mchor bolts to De A- 307 . In pressure treated wood siils , anthor balts Co be 2 , All required flashings to be 26 ga�ge gelvanized metal including gutters = = � ' �" diameter , embeddM at least 7 " into concrete , 15 " into unreinforced masonry . and Aown Spouts . ° . g Miscellaneous � ' Y Vlaced 6 toot O . C . unless otherwise show on plans . 3 . Neatis9 duc *_s to be inscalled without impingement on building surfaces . � � £ p 15 . Builder to provide a crewl space access panet a mini�num of 18" x 21 lotated in an accessible place in closet . 1 . Vent all clothes dryers to outside . 4 � Y e 16 . Materproof base�rent walls before backfiliing , and also place footfng drain tile Plumbin9 a � as if required . 1 . Provide aad install ptumbinq and fiztures as indicated on plans according to ° E gf state and local D1unCing codes . ' ^ $ � MasonrY Ulldarlfoor Drsineps " � �g E 1 . All convete masoary units to be ASTM C-90-70 , Grade N- 1 units . Linear shrink - �°�O° �la• �'�fl°a �' �� �� �*y t�Y "' � � { ; age less than . 035 . M . C . less than 30S total absorbency . Electrical t!�' b"ild"�g °ffwa]• th� B�+d �odrr evmy build[n8 ar partion < � , a • Z. Mortar type S , ASTM L270-68 . �BOf �� °°°�'+�� ^� � � �hall bc' elopad to a N € � $ 3 . Minimum grout stren9th 2000 P . S . 1 . at 28 days . 1 . All electn cal wiring and installations s�all be as required by state a�d low painterd dninegafeolitie� ioedalledto provide poeitive dtaine�e F t 4 . Vrovide outside co�nbustion air for all solid fuel burning devices , such as local electrical codes . fram the aree mde the butldinQ. 'I4ie �hsi�e iseIlitiee, pipi� end ' - f fireplaces , stoves and heaters . Canbustion air for furnaces as per I1 . M .C . . , Io all batn and utility areas not having opeaable windows , install exhaust eqaipmantlirJuding pumpe if �oeerp•� ehell EC a{ � e �y�� `o � . e 5 . ProvSde dampers for all fireplaces except gas fired units . Gas fireplaces not � fans capable of providing at teast five air changes per hour per roan . mp�y � � � � � �, � ��� p{ � p��• r � over 6" in de th shall be vented as er U . M . C . 3 . Each dwellin sball De provided with an a roved Srtake Detection llnit locatea "'g P P 9 PP 9peoeJh' Code, if the premieee obuR � w�fied �h+eef, or etorm eewer is ° �g � S 6 . FireDlace hearths to be non-combustable material and extend at least 12" Deyond as stw�m on plans . The unit shall be installed in an area that is centrally eveileble, erd ifthe �adeiefavarsWe, a gravity drainfran ucd� the " i � eaeh side of fireplace opening and at least IB" wide , perpendicular to fire- located giving egress ta all rooms that are used as sleeping areas . Care y�� �d e�de�d tn the gnqer, e2a�m sewer or ot}� spp�wed ° ; o place opening . should be exerctsed to iosure that the insLallation does not interfere with Q�� �M,� �� �y y� � m a ��� � @, �g € � � � tbe operating characteristics of the detector . When actuated the detec [or a�,� � � ��, dh� 4mm shall provide an audible alarm to be heard in all sleeping areas . Wall �O°� ��°��� � 6 � Carpentry nqunted detector sDall be located 6etween 6" 8 12" fran ce91in9 . �°° � A�� �Q°�� �') s a F � I . Design criteria : � � E � � 11ppd Yard Lumber Structural Laminated Ibod Beam R o Fb 125D P . S . I . 2200 P . S . I . Giass V � � � E 1 .700 .000 P . S . t . 1 . 760 .000 P . S . I . ° � � � � _ or as sba�m by grade end 5 fes . I . All glatin9 shall be double u� ta 17S of the ezterior wall area . It may be . p a � 16'K double glazed and 1 % sinqle g7aied to permit a single glazed sidelight � Sa � 2 . Design Loads : or glazing in a door . if glazing exceeds 17';- of wall area , triple gla2ed ` � y � 5 ° ROOFS FLOORS BALCONjES MiOdOMS shall �e used or 2 x 6 studs with R- : 9 i �sulatioo in wails or addi - S = g � ! � _.T_. - - - - tlooal insulatton in flovr and ceiling . Al1 glaxing shall [anply with U . S . y � Loosumer Products Safety f.ommisxion . ¢ F g, � ` 2 . All skylights within dwelling to be double glazed . If job built , a 1/ 16" i ; � � � g v plastic panel may be applied to inside . All glass in skylights shall 6e ° ° p o � ,_„ « i= °o wfre glass or tempered glass , min . thickness 7/ 32 " . Approved v� astics may a � 4 „ " ., � �`e ^ = be used . bFa �i � e � '^ ' " '� � 3 . All glazinq withfn 18" of floor or withfn 12" of a door to be tempered glas � A P � � d � E � - - n m ° = °o �� � � � o` A or protected by means of a solid barrier railing , 36" fran fioor , Udf.@ .__,.,��.- 3/_J' cj u~i u. � � g v� t .- � O lo Oi W � V G W J � � b --. iJear o en { ns doors to be tempered ylass . . � r u a .r � m s u � U N V. N 4 . Slid '1ng gia5 t Dead Load D . S . F . 6 19 9 10 25 ? � `' � A11 egress c•� reswe windows fron� sleepin9 r0anx shall have a minim�m n��t Permit #�� � Ci� y � � � � 8 b � - - - - - --- p c � , . i sq . ft . nnr� net O p2� iq g heiqht shall be !4 � M � n ------- Live load 'r . S . F . _ 40_ _ n�. � � -'- --- Total Load P . � . 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