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HomeMy WebLinkAbout0551.95.1GENERAL NOBS T A AN18 .00 V+EC TK7NS AIIflE THE *OM rft(%" fY OF TWE feel -AND C*%M '" *C ` t , -w �zw um OF T am PLANS "Twt% f THE worm o G, THE f4'YLAND C�iRC7WL1D• �=. IS iTEI:. ; 3. FIIYL -ALND fsROUP,. 15£410 /1i'$3 14C>f MlN4G AS SET FORTH BY FORMAT FOMAT APO P�O ' Tw C -"�� ON¢ SHALL L��"#- iiN7f✓i'4& 4T4OA� :ALL Y C:�©te .Af HELL AS ALL LOCAL GOt11= 1 CODE$ A�VAVA RIMM -A11OW A14Y "ON - C.f7NF0!RMt . DOeNTS DISCOAWF SY 11E C04KTA4C10R6 OF? HIS A6ENTS 94.k L ESE CALLED 70 THE ATTi EWITION OF T14E MIDWEST ARC kITECTLRAL SERVICES OF RYLAND C,VOLIP• NC. l513) 611- •dB��4• 3. THESE jvLANs DIMENS40N LINES $ RAE TA SCALE ROV-C 4. THESE PLANES ARE &9 .&CT TO MM>*1`CATIOIN A6 ) TO NECESSARY TO MEET CODE N�STALLATION FACILITATE MECWANI ANY , ANipIM TO W- ORF'ORATE 0E81GN HPROY"N INTENTION TO MODIFY THESE PLANS "AT BE Al FPS IN U,RITNG 15Y ARCHITECTURAL SVR!v1C"- 5. tHE CONTRACTOR SHALL VERIFY ALL 0N"1Bd6tOI'* AND INFORMATiON IN THESE CONTRACT DOCU"ENTS. CONTRACTOR SHALL SURVEY THE PROUECT ANDD, BECOI"1E FAMILIAR WITH CZNDITIONS AND SCOPE OF UMK IMMUDING BUT NOT LL"TEP TO BUILDINGS, 61TE AND BOLL BEAR** C:0N'VlnONS. 6. = S OW SITE APb CONSTRUCTION CONDITIONS SMALL BE BROUG+jT TO THE ATI94IIONS OF ARICI ITECTURAL SERVIC 6. 1. eY:TERiOR PLAN D JLR 1X E TO FA OF FOUNDATION WALLS AND /OR OUTSIDe FACE OF WALL GWEATHIN4G. INTERIOR pMENSiONB ARE TO FACE OF STUD FR4MING. EXTERIOR WALLS ARE 4' THICK (3 -1/I" FOR STUD FRAMING AND L ?' FOR SHEATHING), INTERIOR WALLS, ARE 3 -1/2' U�LE69 NOTED OTHEV W M- 8. WINDOW AS 6ECjOND 5CWM66 (&LEEPINCs AREAS) SMALL BE MINrVj 9.1 &(.BARE FEET. THE M "t M NET CLEAR OPENING HT HEIG DkIENSION SMALL ROE 24 NCj-M AND T►E 11*41'1JI.1 NET CLEAR Of EN MKs WIDTH &H4AL.L- BE 20'. THE SILL HEIGHT 6"L.L NOT BE MOM THAN 44 W-4ES ABOVE F9-OM LEVEL 9 SL -IDING GLASS DOORS AND ALL GLAZED APW-66 SUBJECT TO HiJMEA1`I MPACT MUST EE SAFETY GLAZED. im. STAItBLLAYS: A• INTE05OR STAi;Z"YS SMALL HAVE A MRN&UH OF 6'-9- (FINISH TO FNI&4) iEA01000M. 9-114,• MAXIMUM RISER H4E1C*g ANp S' MIN M IfM TREAD LENGTH. THE MNuM CLEAR WDTi4 OF A STAFS"Y SHALL BE 36 -. RE*ER TO PLANS FOR EXACT DIM8JS40141k B. MANOAALS, HANDRAdL S, aHALL. HAVE A t *OUT OF 34• MEA,UMMD vERT"LLY F11a0M1 THE NOGNb OF T TREAD AND SHALL BE PRD� ON AT LEAST O IE E 6VE OF THE STAIRWAY OF THIQLEE OR HOW # . TIE WAN DORtP poWICN OF THE HANORAIL6 SHALL NOT BE MORE THAN 2 505 N -4ES N ClROWSECTiON DNENSION AND MANDRA1LS Fly. JECTNG Ph^IOM1 A UALL S1iALL NAVE A SPACE OF NOT Left THAN ONE INCH BETWEMN THE WALL AND THE HLAlIDRAIL C_ CsUAIa-pRAiLS: PORC~ES, DAL.0 4" OR RAISED FLOOR SURFACES LOCATED MORE THAN 3d NC W6 ABOVE THE FLOOR OM OPODE BELOW SHALL HAVE GUARDRAILS OF 36 NOES N HEkbWT. OPEN SIDE OF STARS VO4 A TOTAL RUSE OF MOM THAN W NCFIES ABOVE TIE FLOOR OR GRADE BELOW as," 44AVlE 01AAFOIRA L6 OF 34 bC34ES N HEWOT M'EASUIED VEEWrALLY FFIOM THEE NONNG OF THE TREADS. HOMZ NTAL SPACING BETVIM THE VEEPMCAL MEMIMEIRS IN GAIARPRAILS SMALL BE MAXPW OF FOUR INCHES AT TidE NEAREST FO W BEtUuRUIN T14E M1MIMRb. .1 A r4M0V D SMOKE DETEC:roft SHALL BE LOCATED ON EVERY STORY OF THE DRE1 I LM, INCL VIVG BA6EI.1t -TITS. WHERE MORE THAN ONE IS REQARED, ALL &4A" BE Up= IN SUC14 A M AN R SO THAT WI41N ONE IS ACTILAT®, ALL WILL BE ACTUATED. t t2, FiRE°LACD!c CI-INMNEYS SF44LL EXrEm AT LEAST TWO FEET HIGHER THAN ANY pORTM OF THE BUIt,.DNS WITHIN TER FEET, WO SHALL. NOT BE LESS THAN THREE FEET ABOVE THE pOjHT iWiif.RE THE CD•4N"!EY f-A Left TH RO06014 Ti{ 111100F. FI}lEPLACES SHALL BE AiATALLM ACCORE*40 THE MAMPACUIREI" SPECi ICATLON6 14. NATURAL L1G14T AND VENTILATION MNNU4 4�E©wRetNTa: A LKl4T AREA PER MADITAOLE WOOK 84 OF FLOOR AREA OL V4r:7NMAT4ON AREA I R ROOM: 4R OF R.00R AREA IS. ALWJ'tlhi,2"t CsUTTERS AND DOdNSPOLft 04A LL BE PROVED AS, RiffQUiRED To rjWvm UAMa FLOW AWAY FIROM IMI ED(ATE Dt11LDNG PERMETER. W. PRDVUDE ATTIC ACCEES$ OF 22' X 3O' (►!NR"N/"[1 TO ANY ATTIC SPAN WIN A 3d' I- am#liM CLEAR HEGHHT. Ji. ALL WIALI. AND CEILING FNA ES SMALL NAVE A F-" SMREAD CLASSFiCAT10N OF NO GRREATER THAN 20C AND MAIXII 1UM SMOKE D046"Y OF 450-' FOOTING AND FOUNDATION NOTES 1. LOT S13AL-L BE PROVIDED UTH AC VXWAM POSITIVE Dp!ANA[3E ALLAY FfeOM FOUNDATION WALLS. 2 C04CoWT)E uJORIC SHALL HAVE THE FOLLOMI*i& BPEECFIED C4OMrIRES6v E STR ,*TM AT 2n pAY6 PSL A. B A b AND FapC� ATION NOT EXP05ED- 9AbW -1ENT SLAaa AND R OR 8LA06 ON aftADE. EXCEPT GA1RAdF- FILf?M SLAIJS V9aR1'S4 C, BAASEP'ENT WALLS, VOUNDAMI,ft" WALLS, EXTERIOR WALLS A O OT4-M VHRTi''*.,,.A t- ATE UVW EXP06VD TO TWO 11N�-AT4E4! = D. FORC.HES, CARPORT, SLAMS AE4Q STV06 EKED TO THE ILEATFER AMP &AXIA64 VLOC RAL.ABS 21MI- 1 CONCRETE SsALIECT TO FIREEZING AND T+iA AW-* DURINCs CCO&TRkJr-TiON SHALL BE AIR- ENTtR41WV• ITEMS C AND -D ABOVE ARE ffEaUffi£*J TO BE AJR- ENTRAINED, TOTAL A!R CONT@lf SMALL DE NOT LESS THAN 5% OR MORE THAN 11L. 3. FLOOR 6LA06 64ALL 15E NOMNAL 4 NCHE9 THICK CONCRETE $NTH CONTlOL JOINTS SPA-,F0 AT INTERVALS NOT `100iE TMAN 90'-4" N EACH 04RECTiOK COWROL- JOINTS MAY ME OMITTED WHEN 6 X 6 0+0 WIUM. fMI FORCING IS PmpvVED. PItOvIDE b .4tL. (OR APPRO'v£D) VAPOR DA04WR WNTH 0 INCH LAPPED JOINTS. VAPOR BARRIER MAY BE OM "'RD FROM DETACHED GARAGES, DR!vEJAT5, WLAoM, PAT40S AND OTi•HER FLAT WOW NOT L iKEL Y TO BE ENCLOSED AND HEATED AT A FUTURE DATE OR SY T4E BUL.pNdG OFF<jAL, BASED UPON LOCAL SITE GOFJDITVONS. 4. TrE BOTTOM OF ALL F001`iN66 SMALL EXTEND TO FROST LIFE. FOUNDATION WALLS SMALL EXTEND 8' (MINiP'P,.4-1) ABOVE FIN16N GRADE ADJACENT TO FOUNDATIONS A' ALL POWs. S. pERB"ETE3R NBtLAT40N ON GRADE 6LA13 CONDITION 5 4ALL BE 4 -V2" X 24' RIGID AND TO 15E INSTALLED BY THE CONCRETE SUBCONTRACTOR i. r otlI'ETER FOUNDATION 012A11rS SHALL 415E INSTALLED AND LOCATED AT THE 15i1WLDEW6 DISCRETION ACCDRDING TO LOCAL SiTE AND CODE CONDITIONS. DRAIN DISCHAi GrE &WALL CONFOMI WITH APPROVED SITE PLAN. 1. CONCRETE Ar1C- 4OR DOLTS SMALL. 15E 1!1" DIAMETER BOLTS OR CODE APPROVED H6 GAUGE ZINC COATED CLIPS (STRAPS) EMBEDDED N CON CIMTEE BLOCK OR POURED IN PLACE CONCRETE WALLS (1' MINR'AJ I AT POUMO CONCRETE WALL6, b' MNN'MlM AT C 111L WALLS) SPACED AT W-0' Oz. MA'XlI " AND Q' MAX"M FROMi C.OIR ERS ANC-.HOR STRAPS MAY DE r"OV'CeD IN LIEU OF BOLTS ABOVE WITH SPACING AS, BY MANLFAGTURER AND ACCEPTED 15Y LOCAL COOS RLoOR PLATES AND SLLS TO 15E Sk"'IED LEVEL. U6E METAL 64NM6 ONLY BELOW ALL BEAMS. 9. SU"r fMUHP TO BE INSTALLED AS REQUIRED AND LO' -.ATED AT MA.C*" DISCRETION. S TOP COURSES OF CM11 FOUNDATION WALLS SHALL BE FILLED SOLID, INCLUDING THE COURSES DIRECTLY BELOW STEEL. HE.AMfS OR CORSELLEED C1 11. 10. C;C 4CR£TE F;Cgq AUORY TO BE ADECI"TELY TIED AND BRACED. FORME ARE NOT TO BE STRIPPED, NOR BACKFILL PLACED AGAINST THE WALL UNTIL THE WALL WAS GUMOCIE NT STRENGTH OR HAS BE2N BRACED TO PRE VENT DAMAGE BY THE 5ACKFiLL. U. C R.AiLL SPACES SHALL HAVE A MNIMAJIM C:L.E,dR HEIGHT OF IS" AINlD AN AGC.ES6 HOLE OF A M4N4M V OF I8" X 24 ". 12. EXTERIOR FOUNDATION WALLS OF MASONRY C INSTpoiCTION Ei34 4.O6NG BASEMIErITS SMALL BE DAMInppWOFED BY AF'PS..YNG NOT L.E66 THAN 3/9 N(-H OF PORTLAND CEMIENT PARGNG TO TIE WALL F 1WM9 FOOTING THE FFNB64 GRADE THE PAFW*NG 64ALL BE COVERED WITH A COAT OF APPIOOV!_D BITUMINOUS MATERIAL APPLIED AT THE RATE F_XtEFCOR FOUNDATION WALLS OF C"ONCWTE 001416TRUICTION ENCI -061NG BA.6Ei- IENNTS SHALL BE DAH'!!"PROOMM BY ApPLY1NG A MUNIN" AM OF ONE COAT OF APPRROVED B4TUMiNOUS MATERIAL TO THE WALL PROM THE FOOTING TO THE FINISH GRADE AT TFE REC4"IENDEV RATE. 13. BULDWS FOUNOATWONS ARE DESIGNED BASED ON AN A66U'ED SAIL BEARP43 CAPACITY OF 20" P.S.F. ADDITIONAL ENCsMEERNCs 16 RMaXPEBD F 601L 5EARNG CAPACITY 16 LESS THAN 2~ PAP. STRUCTURAL NOTES J L Nd7ERIOR faA MTiONS SHALL BE 2 X 4 STUD CONSTF UC'T{CN UNT14 i4' GYPW6UM BOARD, tkLE66 OTHERWISE NOTED. BEAAM WUALLS SMALL HAVE STUD F"CEMiENT i6. OC. MAC MUM. NON-LOAD BEARING NTiEMOR PARTITIONS SMALL eE 24* Or- MAXIMUM. MOISTURE RESISTANT GYPSUM BOARD SMALL BE PROVIDED AT Ail SHOWIER AND BATH AREAS UXT44 SMOOTH, HARD AND NON- AIDWRSENT FINES4ES. FIN0 4 MATERIAL AND MOE6TIJRE RE616TANT GYPSU 1 BOARD WtTFIN THE MEDIATE SHOWER AND BATH AREAS SMALL EX11M i'-0' ABOVE FINISH FLOOR 2. ALL EcXTERNOR WALLS SMALL ME SHEATHED UXTH 1/2" 6FEA7W*4& METAL LET-IN BRACNJ's SHALL BE INSTALLED PE12 C"TIBJGT40N DocU MENTS AND OWALL 15E LET INTO THE TOP AND BOTTOM PLATES AND THE INTERVENRHCs STUDS, PLACED AT NOT MORE THAN 6®' NOR LESS TAM( 4E3' FROM THE MORSLONTAL AND ATTACHED TO THE FRAMING IN WITM THE MANIFACTtJRER'S SPECFiCATION•6. 3. ALL DASBIBNET INTERIOR BEARING WALLS SHALL BE SHEATHED WITH A MNIM11l1 OF 1/2' GYPSUM BOARD ON OCHE SLOE. 4. THE M11WMWJf'1 GRADE AND ALLOWABLE STRESSES FOR STRUCTWJRAL- Me-18ER& ARE- A SIUD6 - SFF STUD GRADE OR BETTER B - 65ID PSI M JOIST - SYP 42, r1ICM Eras PSI 4(1liIE°ETITiVE MEMBER WISES) G, LVL LAMINATED eW-AMS - • 2']?5 PSI D. TiWSSES (ROOF AND FLOOR) - AS PER EWxNEERWs REQUIREMENTS F3_ DEftW LIVE LOADS ARE, BALC:ONIE6 (EXTERIOR) bP) LHOZE DEc" 40 1fl8 /SF GARAGES (PASSENGER CARS ONLY) 50 Lw /FsF ATTICS !NO STORACaE WITH ROOF SLOPE NOT STEEPER THAN 3 N 12) iy LB815F ATTICS !LIMITED ATTIC STORAGE) 20 +�55m DUEL-LMICs L NIT6 (EXCEPT SL-EEPRNIs ROOM-*) 4Oi_LMIF- SLEEPN43 ROOMS STAIRS 44) LlN' 6. OPSHW -S ftTWEc'-N GARAGE AND RZESIDEiNCE SMALL BI~ A714N1'H SOLID u)COD OR 20 MINUTE FIRE RATED INRL,ATED HOLLOW ?METAL DOORS NOT LE65 THAN 1-3/8" THICK ALTHOL"4 P'_MWS'IAY INDICATE VELF-CL05IWs DOM Tiilb 16 NOT FMaIiRED BY CODE AND UAL L KOT IiSE rva0v R D. 1 TIE SARA" SMALL BE COE'pLETELY SEPARATED FROM THE fRESCOACE AND ATTIC AREAS 15Y (t)LAYEIR In" GYPS:2M BOA1V A OPLIEDTO GARACEE 51DE. WD. .LL TRUSSES AWE SiTAt -VED AND CERI"WIED BY A REG.`9TEREC> ENG;p4EER =.ND "EET TPi !'IMtJFAC:TJV;?!ER NTtlt'Rt"1 H2EL1tI1T8. 9: ALL LLk1f9EF2 IN CONTACT WITH CON -AETE nN - /C'R LE39 THAN 8- FROM C*"C'S IS TO BE PRES&JVE TREATED f LLOL MANIZED ). 10. T14E FOLI -04A 1 FLOOR SYSTETMS AEA OFFERED, tZ�ER r0 DRA W56 Awp /GR CUSTOMER SELF-CTION 3•-4cE7 r-OR 5UBFLOOR MATLEWAL.. A. 314" TON63UE AND Csf�'✓E F L.YIi,OOD OR 0585 (ORIENTED STRAND 50A'Ri'I4 GLUED AND NAILED ON 2x4 E *+G NeEER!NCs 4UOOED plL-- R TR[IS*5ES * 24' O.C. I1, PRO ✓LOSE 2xb 5TROW- 1BACAC5 AS LOCATE=D ON F AI*S. - t2. No C:UTTfWs, NOTCHING OR NODFtCAT40N 8:4L L 19E `LADE TO ANY TiR;gt SE9 UTHCUT THE APP'QO ✓A:. OF AI�'.'.FIITEC'L '�• i. $E"R�/4CES. 13. Ft»STOP'P{NG SHALL f3E FF2ovIDED TO CUT OFF ALL GONC,EALED 1 *APT OPEN1406 (150TH ✓ERTiCAL. AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETUlEEN STORES, AND HETUEEN ATOP STORY AND THE ROOF SPACE. Ffi ESTOFP0116 SHALL BE PROVIDED IN THE FOLLOWING LOCATION$: A. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS jNrLLjDING FAD SPACES, AT Tr1E CEILING AT FLOOR LEVEL. 5. AT A-L INTERCONNECTIONS MTwEEN CONC..E.SLED VERTICAL AND HORIZONTAL SPACES &JISH AS OCCUR AT SOFFITS, DROP CE{LNGS, COVE C EILINCsS, ETC_t IN CONCEALED SPACES 15ETUJEEN STAIR STRS ER5 AT THE TOP AND BOTTOM OF THE R Nt D. AT OPEN 111-18 AROUND VENT, PIPES, DUCTS, CHIMNEYS AND FIREPLACES AT CELNG AND FLOOR LEVEL, WITH NON(- OMBti8Tt5LE MATERIALS. EXCEPT AS PROVIDED IN ITEM D A50✓E. FiRESTOPPAYs SHALL- CONSIST OF TWO t4c-" NOMINAL LUMBER OR TWO THICKGESSES OF ONE INCH N0 MNAL LUMBER UTH BROK3:1'i LAP JOINTS- THE INTEGRITY OF ALL FISESTOP5 SHALL BE rIAINTAMED. 14. DRAFTSTOFPisrs SHALL BE PROVIDED IN ALL FLOOR - CELRJCs ASSEMBLIES UNDER THE FOLLOWING CiRCJISTANCEB: f A. CEILING IS SUSPENDED UNDER THE FLOOR FRAMING* S. FLOOR FRAMING IS CC►NSTRJCTED OF TRI-165 -7YPE OR OPEN WLEB PERFORATED MEMBERS. IN FLOORCEILNG A55ErOLIES WHERE THE AREA 15 GREATER TWAIN 100® SCLARE FEET, THE SPACE BETWEEN THE CEILINCs t-E ANES AND FLOOR SHALL Be DIVIDED INTO T1J0 OR MORE APPROXIMATELY EGUTAL AREAS WITH NO AREA GR=ATER THAN iow °SaAAR£ FEET. DRAFTSTOPPING SHALL ee PROVIDED PARALLEL TO THE MAIN FRA'MI?� MtEM • pF2ArT9TOp1°RJG MATERIALS SHALL BE NOT LESS THAF4 V2 INC-H4 GY4"8lx"i BOARD, 318 INCH PLYWOOD, 3/8 iNC•H TYPE 2- M -W PARTICLE BOARD, OR OTHER APPROVED MATERIALS ADEQ LATELY SU P -ORTv. THE NTE {3f2'.T-1' OF ALL DRAF' TOPS SMALL BE MAINTAINED. 15. ,4L.L MAILTIPLE 2 X HEADERS AND MULTIPLE LVL BEAMS TO BE FASTENEL TOGETHER AT TOP AND BOTTOM INTO EACH ADJACENT MEI -IBER WITH (MNIMUM) TWO ROWS OF 1615 NAILS • t2 INCH Oz. W6. ALL BEAMS WITH FLITCH PLATES ARE TO BE BOLTED TOGETHER WITH i/2 W-4-4 DIAMETEER BA-TS AT 12 INCH OL. 6TAGCsERED TOP AND BOTTOM WITH T,UO BOLTS AT EACH END UNLESS OT4HENIUME NOTED. 11. NOTC3ES N DEARNS WALL STUDS, SMALL NOT EXGEM 2" OF THE STUD UNDTH AND NO HOLES ARE TO BE BORED GFRJEATER THAN 40% OF THE STUD WIDTH. b. NO HOLE'S OR NOTCHES ARE ALLOWED N BEAMiS WITMOut THE APPNOVAL OF 4Rt.•141TECTURAL SERV{C.EB. I!, TYPICAL ROOF CONSTRUCTION IS TO BE 1116 INCH }ROOF SHEATHING (AMLERICANd pLYWOOC> A660VATED RATED) WITH So FELT AND GOMF CpWTI0N RAOOF SHINGLES. 215. BALLOON FRAMING SF°ECFiCATION& s SIZE, SF'EctES • SPACING MAXIMUM STUD HEIGHT &YPs1016 "Oz. ' (i) 2 X 4 OFF *2 • " OL. W -W7 1/4• (2)2X4SE'Fn•ib'OL 19'- (2) 2 X 4 SPF •1 • 12" OC. F (3) 2 X 4 SF'F 02 • 16' OM L35x3 -% (3) 2 X 4 SFF *2 • t2" O.G. L3. 3x i „,AI I n ECIES 4 SPACING MAXI A11M STUD HEIGHT &YPs1016 "Oz. ' p(V2 SYP 02 w 12" OTC 2L' -5 V4 ' Oz. 19'- S • 'O F 2L 61M LNTEL.S 9t wPORTING MASONRY VENEER ARi AS UNdTEL 5CNEDUIL-E HEIGHT OF 1✓ENEER D' ii' 74" 32' GREATER A F L3. bx L35x3 -% L� 5- L3. 3x L3 35 bx 3' cn � Lbx 1-3 3bx L 3x o Li 031s 3. 8'-1" OSS ® L03cm Lvlis1 LO31 L @5 4' 16' -1N 03125 -s 22. AS REC3IIREL7 15Y LOCAL CODE, 5MCK VENEER (4WFERiE INDICATED ON PLANS) TO HAVE 22 GAUGE (MINIMUM) TED, GALVANIZED STEEL WALL. TIES AT Wo W4(-" 0:. 14MZOWAL AND 24 WN L. 44 oz, VERTICAL PROVIDE CCt4TNL"JS BASE fL.AS"%,* WITH WEEP HOLES AT 4'0' OL. MAX4'"MJ"1. 23, ALL STR.CR �ALL CONFORM TO ASTM l SPECIFICATION A36. PiFE COLD" NS AND BASE /CAP PLATES SMALL CONFORM TO A61M 8MCI'4CATIONLS A-r'01 AND Ab3- 24. ALL WOOD COk,WJ"1N!'s TO BE ANCWOI-"D TO CONCRETE WITH METAL STANPQFF,. ALL STEEL tUW. ACES OF STEEL C.OLtJMMNS SHALL BE COATED OF RLIt5T- IN4IBITIVE PAINT OR E611AWAL.E NT. v MECHANICAL AND ;p6j"F PLUMBING NOTES�- 1. ALL M.ECHANiCAL, ELEGTRkrAL AN?`.t1°` L�7' COMPLY WITH STATE AND NATIONAL CODES �t LOCAL GOVERNING CODE$ AND /042 2 ALL PIPES, DUCT15. VIENTS, WA M PENETRATE CEiLINGS DIREC *k0i OOF ASl IE5 SHALL P!E FIfiM . 3. ALL EXHAUST FANS SHALL BE VENTED TO OUTS (EXCEPT) RANGE TOP. a 4. BATHROOMS WATHOU tNDO(S SMALL HAVE AN APPROVED 1- ECtaANtCAL '✓ENTiLA SYSTEM CAPAMLE OF PF5JD'JGINCs A CHANGE OF AIR EVERY TUELvE MNJTE6- BAI`i, OM EXHAUSTS SMALL BE VENTED DIRECTLY TO THE OUTSIDE. 5. ATTIC VENTILATION: THE NET FREE VENTILATING AREA SHALL 13E NOT LESS T4N i TO W OF THE AREA OF THE SPACE VENTILATED EXCEPT THAT THE AAA MAY BE I TO 300, PROVIDED AT LF-A,*iT Ham PERCENt OF THE REOJINIED vENT1LATNG AREA 19 ppoADED BY vE?HTILATORS LOCATED IN THE UPPER PORTiON OF THE SPACE TO BE VEN11LATED AT LEA&T THREE FEET ABOVE EAVE OR CORNICE VENTS WITH THE BALANCE OF THE FEQ1IRED VENTILATION PROVIDED 15Y EAvE OR CORNICE VENTS. THE NET FREE C:RO68- VENTILATION AREA MAY i3E NOT LEM THAN ! TO 30C OF THE AREA OF THE SPACE VENTILATED WHEN THE VAPOR BARRIER MAVFKs A TpApASMiSNON RATE NOT EXCEEDING i PERM 16 INSTALLED ON THE 11 A SiDE OF THE CEILING. AIR INFILTRATION NOTES 1. CONTRACTOR SMALL INSTALL FIBERGSLA" SILL SEALER BETWEEN ALL SILL PLATES AND TOP OF FOUNDATION WALL.. 2. CONTRACTORS SMALL GLUE AND SEAL PLATES AT F'-OOR AND CEILING, AND ALL WINDOW AND FLOOR FLANGES /JAM' BS PRIOR TO AND DURING E2ECTiON 3. ALL 6aEATHNG PENETRATIONS DURR4G CONSTRUCTION SHALL BE PATCHIER AND REPAIRED ACCORDING TO MANAIFAGTUR£R 8 9PECFICATiOt -6- INSULATION NOTES 4. THE FOLLOWING INFORMATION DESCRIBES RTLAND'a MINIMUM I TICN PACKAGE. KSULATION CONTRACTORS `( REQUIRED TO BID AND INSTALL INSULATION By THIS SCHEDULE WLESS NSTRiCTED IN WA2ITING BY RYLAND TO DO OTI-M WSE. 2. CEILINGS - R -38 15LOULN WOOL OR FiBEtRCaLA56- 3. CATHEDRAL CELiNGS - R -30 13ATT NSULATION WITH KRAFT FACE VAPOR BAPMER D00-1. 4. EXTERIOR WALLS - R-13 15ATT INSULATION WITH KRAFT FACE VAPOR BARRIER TO INSIDE. 5. EXTERIOR BAaIENT EXt'OSED FOUNDATION WALLS - RIO. b. FLOORS AT OVEM4ANGS - R -19 BATT INSULATION UTH KRAFT FACE VAPOR BARRIER UP. 1. FLOORS OF HA15iTAIDL.E SPACE OVER GARAGE AND C RAAIL. SPACE - R -30 BATT N5L LATiON WITH KRAFT FACE VAPOR SARRIER TO "Me- ELECTRiCAL NOTES L ALL ELECTRICAL INSTALLATION SHALL MEET THE RECa M " M* OF TIE NATIONAL ELECTRICAL CODE. ALL MATERIAL AND EQUIPMENT SMALL BEAR THE LABEL OR APPROVAL OF THE UNDERWRITERS LABORATORIES, NC. 2. ELECTRICAL CONTRACTOR SMALL, BEFORE CONSTR JCT(ONL VERIFY &PAGE REa9RED FOR METER INSTALLATION AND SHALL NOTIFY GENERAL CONTRACTOR AND ARCHITECT OF ANY PfW5LEM5. j 3. NO FONT ALONG FLOOR LINE ME.A&JRED HORIZONTAL LY SMALL DE MORE THAN b' -0" FROM A RECEPTACLE OUTLET. 4. VERIFY LOCATION OF ALL VEC:EPTACLES FOR APPLIANCES WITH MAMIFAGTUMMIRS SPECIFICATIONS. 5, GROUND FAULT WrERCEPTERS SHALL !"SE PROVIDED AT ALL 5ATH120OM MTLETS PER THE NATIONAL EL.ECTRICAt- CODE - b. ALL SWLITCHES TO BE 4' -b" ADf7VE FINISH FLOOR TO CENTER LINE OF SWITCH UNLESS OTMERWMe NOTED - 1. ALL CONVENIENCE OUTLET'S ARE 1' -0" A15OVE FiNHSH FLOOR TO CENTER LiNE OF OUTLET L24LE88 OTMERUISE NOTED - 8, ALL CONVENIENCE OJTLETS IUTH SWITCHEa TO 5E SUTC.4ED AT TOP ONLY. 9 ALL EXTERIOR WALL BRAOCET FIXTURES TO BE 6' -O' ABOVE FINISH FLOOR TO CENTER LINE OF FIXTURE. INDIANAPOLIS NOTES t. MdNARCH SF'ECIFKMATIONS: EXTERIOR WOOD TRM IS NOT PER PRINT. IN AN EFFORT TO PROVIDE A LOWER MAINTENANCE EXTERIOR WOOD TRIM IS USED ONLY AROUND GAIRACsE DOORS. FRONT 0001RS, AND FRONT P'ORCiES- 2, PIRF] ISL .(GV MILTON, M1AANC.MESTER IEgTUIRDAND IIIESTOW EXTERIOR WOOS TRIM 19 NOT PER PRINT. ALL WOOD FA&CIA F SCENSS UZOD SOFRT. ONLY FRONT -FACING WOOD TRIM 13 STANDARD. SIDES AND REAR T%W 15 ALUMINUM OR VINYL URAPPED. (WOOD TRIM AT SIDES AN$3 REAR IB AVAILABLE AS AN OPTION). i t � � ►, (O II 4 l 1� ju- { IL ' 1 L I LU �IS1 B r, ° � Q D U��oH8�3� °• `'aU x-�fE3 0.•�p1s�U �- _ Q At 4� X o 6 1a 1 7�af= Q cn � 4� X o 6 1a 1 m cn � j m