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GENERAL NOTES
I. THE ATTACHED PLANS AND 6PECIFiCATiON6 ARE THE SOLE
PROPERTY OF TAKE RYLAND GROUP, 8NG ANY UNAUTHORIZED
USE OF THESE PLANS WITHOUT THE MITTEN CONSENT OF THE
RYLAND GROU', INC. IS PROHIBITED.
2. RYLAND GROUP, INC. DESU"S AND BUILDS HOUSING AS
SET FORTH BY TIE FORMAT AND PROViSIONS OF THE "CA90 ONE
AND TWO FAMILY DWELLING CODE', 1992 EDiTION. ALL
CONSTRlLGTION SHALL C 01 -11PLY WITH SAID CODE AS WELL AS ALL
LOCAL GOVERNING CODES AND/OR REGULATIONS. ANY NCN-
C.ONFORMINCs DOCU" NTS DiSC.OVERED BY THE CONTRACTORS OR
46 AGENTS SHALL BE CALLED TO THE ATTENTION OF THE
MIDWEST ARC}IITECTURAL SERVICES OF RYLAND GROUP. INC.
(513) p -0854.
3. THESE PLANS ARE NOT TO CE SCALED FOR CONSTRRJCTION
PURPOSES. DIMENSION LME6 AND NOTES SUPERCEOE ALL
SCALE REFERENCE.
4. THESE PLANS ARE SUBJECT TO MODIFICATION AS
NECESSARY TO MEET CODE REa REMENTS AND /OR TO
FACILITATE MECHANICAL /ELECTRIGAL/PL.Ul5#,Cs INSTALLATION
AND /OR TO INCORPORATE DESIGN IMPROVEMENTS. ANY
INTENTION TO MODIFY THESE PLANS MUST BE APPROVED IN
WRITING BY AIRCHITEGTURAL SERVICES.
5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND
INFORMATION IN THESE CONTRACT DOCUMENTS. CONTRACTOR
SHALL SURVEY THE PROJECT AND BECOME FAMILIAR WITH
EXISTING CONDITIONS AND SCOPE OF WORK INCLUDINCs BUT NOT
LIMITED TO BUILDINGS, SITE AND SOIL BEARING C04DITI INS.
b. ANY ERRORS, OMIS6iONS OR INC.ONSISTENGIES IN THESE
CONTRACT DOCUMENTS OR THE ACTUAL 61TE AND CONSTRUCTION
CONDITIONS SriALL BE BROIKsHT TO THE AIIENI IONS OF
A W- k(TECTURAL SERVICES.
1. EXTERIOR PLAN DNMENSICN8 ARE TO FACE OF FOUNDATION
WALLS AND /OR OUTSIDE FACE OF WALL SiEATHINCs-
INTERIOR DIMENSIONS ARE TO FACE OF STUD FRAMING.
EXTERIOR WALLS ARE 4" THICK (3 -I/2" FOR STUD
FRAMING AND 1,7" FOR 61EATHINCs), INTERIOR WALLS ARE 3 -1/1'
UNLESS NOTED OTHERW16E.
e. WNDOUL6 AS SECOND EGRE66 (SLEEPMG AREAS) SHALL BE
MINIMUM 5.1 6alARE FEET. THE MNRM I M NET CLEAR OPENING
HEIGHT OWIEN61ON SHALL BE 24 INCoe6 AND THE MINI IL" NET CLEAR
OPENING WIDTH SHALL BE 20'. T1 4E SILL 1#KsF4T SHALL NOT BE MORE
THAN 44 INc E8 ABOVE FLOOR LEVEL.
9 SLIDMG GLASS DOORS AND ALL GLAZED AREAS SUBJECT
TO HUMAN IMPACT MUST BE SAFETY GLAZED.
Im. STA;iRWAYB:
A. INTERIOR STAIRWAYS 6HALL WAYS A
MINIMUM OF b'-6" (FINISH TO FINISH) HEADROOM, M, A-1/4'
MAXTMUM RISER IEIG&4T AND 9' MINI iLfM TREAD LENGTH- THE
MINIMUM CLEAR WIDTH OF A STAIRWAY SHALL BE 36'. iMFFER
TO PLANS FOR EXACT DtlEN810NS.
B. H.uVDALS, HANDRAILS SHALL HAVE A HEIGHT OF 34'
MEASURED VERTICALLY FROM THE NOSING: OF THE TREAD
AND SHALL BE PROVIDED ON AT LEAST ONE SIDE OF THE
STAIRWAY OF THREE OR MOPE RISERS. THE "%4>GRIP
PORTION OF THE HANDRAILS SHALL NOT BE MORE THAN 2
5/8 INCHES IN CROSS-SECTION DMIENSION AND HANDRAILS
PROJECTING FROM A WALL SHALL NAVE A SPACE OF NOT
LESS THAN ONE iNC•.H BETWEEN THE WALL AND THE
HANDRAIL.
C. GUARDRAILS: PORGIES, BALCONIES OR RAISED FLOOR
SURFACES LOCATED MORE THAN 30 W-+ES ABOVE THE FLOOR
OR GRADE BELOW SHALL NAVE GLLARDRAIL6 OF 36 INC14ES IN
HEIGHT. OPEN SIDE OF STAIRS WITH A TOTAL RISE OF
MORE THAN 3C INCHES ABOVE TIE FLOOR OR CsRADE BELOW
SHALL HAVE GUARDRAILS OF 34 PIC4-IE6 IN PERGHT
MEASURED VERTICALLY PROM Tf•E NOSING OF THE TREAD&
HORIZONTAL SPACING BETWEEN THE VERTICAL M'BEF45 M
REOl11 G4IARDR4i1.6 SHALL BE MAXI RIM OF FOUR INCHES
AT THE NEAREST POINT BETU,EEN THE MEMBERS.
fl. APPROVED 6MIOKE DETECTORS SHALL DE LOCATED ON EVERY
STORY OF THE DWELLING LW, INCLUDING BASEMENTS. WHERE
MORE THAN ONE IS REQilliED, ALL SHALL BE WIRED IN SUC:a A
MANNER 60 THAT WHEN OW 16 ACTUATED, ALL WILL BE
ACTUATED.
Q. FIREPLACE CHIMNEYS GWALL EXTEND AT LEAST TWO FEET
Wrii -TER THAN ANY PORTION OF THE BUILDING WTHN TEN
FEET, SUT SHALL NOT BE LE66 THAN THREE FEET ABOVE THE
FONT WHERE THE CHiTEY PASSES THROUCsH THE ROOF.
13. FIREPLACES SHALL BE INSTALLED AUCC.ORDIYs THE
MANUFACTURER'S SPECIFICATiON6.
14. NATURAL L*WT AND VENTILATION MPO UI
iREQUJ RV'ENTS:
A LIGHT AREA PER HABITABLE ROOM: 8% OF FLOOR AREA
B. VENTILATION AREA PER ROOM: 4% OF FLOOR AREA
15. ALUMJIAJ'1 GUTTERS AND DOIANSPOUT6 SHALL 15E
PROVIDED AS REQUIRED TO PROVIDE UATER FLOW A LAY FROM
IMMEDIATE BUILDING PERIMETER.
W. PROVIDE ATTi- ACCESS OF 22' X 30' (MINI" al) TO
ANY ATTIC SPACE WITH A 310' MNIIUM CLEAR HEIGHT.
(1. ALL WALL AND CEILING FNISi ES SHALL HAVE A
FLAME SPREAD CLASSIFICATION OF NO GREATER THAN 200
AND MAXIMUM &'JOKE DENSITY OF 430.
FOOTING AND
FOUNDATION NOTES
p, 1. LOT SHALL BE PROVIDED WITH ADEQUATE P061TIVE
DRAINAGE AWAY PRO WALLS.
2. , CONCRETE WORK SHALL HAVE THE FOLLOWING SPECIFIED
GOi`1F'RE881 VE STRENGTH AT 26 DAYS 1061.
W
A BASEMENT IlAA .LS AND FOUNDATION NOT EXPOSED
TO THE WEATHER - 25 P9;
i B. BASEMEiNT 6LA56 AND INTERIOR SLABS ON
CONCRETE SUM EGT TO FREEZING: AND THAWING DURING
CONSTRUCTION SHALL 15E AIR- ENTRAINED. ITEMS C AND
D ABOVE ARE REQUIRED TO BE AIR - ENTRAiED. TOTAL AIR
CONTENT SHALL DE NOT LESS THAN 5% OR MOIRE THAN
1%.
3. FLOOR SLA06 SHALL BE NOMINAL 4 INCHES THICK CON TE
WITH C0NIWL JOINTS SPACED AT INTERVALS NO' '1ORE
THAN 30' -O' M EACH DIRECTiOr. C40NTRa� JOINTS MAY
BE OMITTED 6WEN 6 X 6 04 w.WM. RENF IW_s IS
PROVIDED. PROVIDE 6 MIL. 'OR APPROVED) VAPOR
BARRIER WITH 6 WN " LAPPED JOINTS. VAPOR BARRIER
MAY BE OMITTED FRROM DETA �D GARAGES, DR4vE4;A1'5,
WALKS, PATIOS AND OTHER FLAT WORK NOT LIKELY TO BE
ENCLOSED AND HEATED AT A FUTURE DATE OR 5Y THE
BUILDING OFFICIAL, BASED UPON LOCAL SITE C INDI'IOiNS.
4. TAE BOTTOM OF ALL F0OTINCz6 SHALL EXTEND TO FROST
LIFE FOUNDATION WALLS SHALL EXTEND 6" (MrNIMUM)
ABOVE RN161H GRADE ADJACENT TO FOUNDATIONS AT ALL
POINTS.
5. PL=R►METER INSULATION ON GRADE 5LA5 CONDITION 5,4ALL
BE 1 -i/1" X 24" RIGID AND TO BE INSTALLED BY ':aE
CONCRETE SU50ONT1RtACTOR
6. PERIMETER FOUNDATION DRAINS SHALL BE INSTALLED AND
LOCATED AT THE 81.14LDER'S D16CWTION ACCORDING TO
LOCAL SITE AND CODE CONDITIONS. DRAIN DISCHAWxE
SHALL CONFORM WITH APPROVED 51TE PLAT.
1. CONC CRETE ANC 4OR DOLTS $"ALL BE 1/2" DIAMETER BOLTS OR
CODE AF"PMDVED 16 GUA" ZftNC COATED CLIPS (STRAPS)
EMBEDDED IN GON/CIIETE BLOCK OR POURED IN PLACE
CONCRETE •�
ETE WALLS l 1' MBNIlW AT POURED CONCRE -E WALLS,
15' l'WI"1U9 AT C NIL (WILLS) SPACM AT 4' -0' O G.
MAXEIL" AND 12' MA "J-i FROM CORNERS. AN C -4.4OR STRAPS
MAY BE f91111OVIDED IN LiEU OF BOLTS ABOVE WfTI4 SPACNN's
A8 BY iMAAJIFACTiIRER AND ACCEPTED B'' LOCAL
COME FLOOR PLATES AND SILLS TO BE SHiiMMED LEVEL.
USE METAL SOM ONLY BELOW ALL BEAMS.
8. & IP PUMP TO i5E 046TALLE:, AS RECIUfRED AND LOCATED A'
BUILDER'S 016CRETIORNI
3 TOP COUFROES OF CMII FOUNDATION WALLS SkA -L BE
FILLED 6MC, NCL.CNG THE COURSES DIRECTLY BELOW
STEEL BEAM OR CORBELLED C. M11.
10. CONCRETE F0111VU01111111K TO BE ADEQUATELY TIED AND
BRACED. FOPWIS AFE NOT TO BE STRIPPED, NOR BACKFILL
PLACED AGAINST THE ILLALL JNTiL THE WALL ++AS
6UFF1C1ENT STR D4GTH OR HAS 15EEN BRACED TO PRE VENT
DAMAGE BY -,HE 5ACaILL,
11. C RAU1L SPACES SHALL HAVE A MINIMUM CLEAR HE!G -+T
OF W" AND AN ACCESS HOLE OF A MttNf - U l OF 18" Y ;A,
t2. EXTERIOR F011NIDATICN WALLS OF MASONRY
CO1146TWIL CTION ENCLOS1rCs BASEMENTS SHALL BE
DAMPP'ROOFED BY APPL.YIWG NOT LESS THAN 3/8 NC.t•I OF
PORTLAND CE LENT PAWsWG TO THE WALL FROM FOOTING THE
FNt64 GRADE THE PAIiGiNG SHALL BE COVEREZ, WiTt- A
COAT OF APP*DVED BITU M NOA MATERIAL APPLIED AT T.•+E
RECCIMI RATE. EXTERIOR FOUNDATION uLALI -S OF
CONCWTE CONSTIRUCTION ENCLOSING BASEMENTS SHALL BE
DAHFP1i00 ED BY APPL-YfNG A MINiMU•1 OF ONE COAT OF
APPRIOV£D BITUMINOUS MATERIAL TO THE WALL ►WtlXl THE
FOOTINGS TO THE FTNU644 GRADE AT THE RECOMMENDED RATE.
13. BUILDING FOUNDATIOTdb ARE DESIGNED BASED ON 4s
ASSUMED SOIL DEARIAYs CAPACITY OF 2000 PSI.
ADDITIONAL ENGI EERINCs IS P;aEQXRED F SOIL BEARi�
CAPACITY IS LE46 THAN 2 ®00 PAP.
STRUCTURAL NOTES
L INTERIOR PARTITIONS 6HALL BE 2 X 4 STUD C:ONS'RUGTiON
WITH ill' GYr4M" BOARD, UNLESS OTHERWISE NOTED.
DEA 543 Ii IA' 1 6 SHALL HAVE 8'1D PLACEME=NT 16" O.G.
MAXMM S'L ANON -LOAD BEARING NTEMOR PARTITIONS SMALL
BE 24' OTC. MAXrlft MOISTURE RESISTANT GYPSUt1
BOARD SHALL BE P111111DViDED AT ALL SHOWER AND BATH AREAS
UATH & IOOTH, HARD AND NON- A560ROENT FINISHES.
F006W MATERIAL APD MOISTURE RESISTANT GYPSUM BOAR)
WITHIN TIE ItIMMATE SHOWER AND BATH AREAS SHALL
EXTEND 6' -C' ABOVE FINISH FLOOR
2. ALL EXTERIOR WALLS SHALL. BE SHEATHED UUiTH 1/2'
6NEATf4 ra METAL LET-IN BRACING SHALL BE INSTALLED
PER C CNSTRaICTION DOCUMENTS AND SHALL BE LET INTO THE
TOP AND BOTTOM PLATES AND THE NTERYENNG STUDS.
PLACED AT NOT MORE THAN 60' NOR LESS THAN 4b
TiE HORIZONTAL AND ATTACHED TO THE FRAMING IN
UITF4 THE MANUFACTURER'S SPECIFICATIONS.
3. ALL BASEMENT INTERIOR BEARING WALLS SHALL BE
6bEATFED WITW A MIN".111 OF 1/2" GYPSUM BOARD ON ONE
SIDE.
4. THE MINIMUM GRADE AND ALLOWABLE STRESSES FOR
STi UCTURAL. MEMBERS ARE:
A. GnM • SPF STUD GRADE OR BETTER
D. JOIST . 6YP 4, MCM
(IiEPE I ITf VE MEMBER U5E6)
C. LVL LAMINATED BEAMS • Fib • 2928 P51
D. TRaJOW6 (ROOF AD FLOOR) • AS PER ENGINEERING
REQUIRE IENTs
S. DESIGN LIVE LOADS ARE:
BALCONIES IEXTERIORR) 120 L5618F
DEC" _40yM0.1E
GARAGES (PAS6EWiER GARS ONLY) 512 (g /$F
ATTiC,S (NO STORAGE WiTH ROOF SLOPE
NOT STEEPER THAN 3 N 12) -4p 1•INIIE
ATTICS (Lll"TED ATTIC STORAGE) 20 LOS/SF
DIM' I W-s UNiTS (EXCEPT SLEEPNG ROOMS) 40 L51 ; 3V
SLEEPING ROOMS 4Z IM '&
6TAiR6 m. =01'$F
b. OPENINGS BETWEEN GARAGE AND (RESIDENCE Si -+ALL BE
EGIUlf"M WITH SOLID WOOD OR 20 MINUTE FIRE RATED
tD. ALL ' %45SE3 ARE ST.Y"f'ED ANLv 51 A
REGISTERED ENGINEER AJND "EET T=! '"A�CJFACTURER
REOu!QE?-IENT5.
3. ALL �jte R IN CC►NTACT _11!TH CONCRETE 1N.iiOR LE55 THAN
8' PRO"i GRADE 18 TO BE PRE950RE TREATED
10 THE >OLLOWING FLOOR SYSTEMS AR OFFERED 2'r'f=ER
TO DRAUNG5 AND /OR CJS'70MER SELECTION 6"EET FOR
SUBFLOOR I"ATER!A1 .
A 3/4' TOW-AZ AND GRCVE F-L't-000D OR 0515 (ORIENTED
STRAND BOARD), GLUED AND NAILED CN 2x4
EWC INEERWG UIOOD FLOOR TR1$5E5 • 24' O.C.
PRO VIDE 2xb 5tRONCs5AJC5 AS LOGAT9D ON FR AMi ,
F L A,V5.
i2. NO CuTT;W. NOTCHING OR !"'ODIFiCA'ION SHALL BE
IADE TO ANY Tt2;55ES WITN-40:T T"E AFPROVA.. OF
ARC;-ilTEC'uR4L SERACE5.
13. FIRESTOPPING $HALL BE PROVIDED TO G4' O'$ ALL
CONCEALED DRAFT OPEN!NG5 CBOT" VERTICAL AND
N*ORIZON'AL) AND TO FORMAN EFFECTIVE FIRE BARRIER
BETWEEN STORES, AND BETWEEN ATOP STORY AND T-IE ROOF
SPACE. FIRESTOPPINCs SHALL BE PRCViDcD IN THE
FOLLOIUINCs LOCATIONS:
A. iN CONCEALED SPA(--E5 OF STUD LLIALLS AND
PARTITIONS INCLUDING FURRED SPACES, AT THE CEILING
AT FLOOR LEVEL
5 AT ALL iNT'EROOilNECTiONS BETWEEN CONCEALED
VERTICAL AND HORIZONTAL SPACES SIKH AS OCCUIR AT
SOFFITS, Dfib Q CEILING6, COVE CEILINCA, ETC.!
N CONCEALED SPADES BETWEEN STAIR STRINGERS AT
THE TOP AND BOTTOM! OF TAE R - N t
G AT OPENINGS 4ROUNC: VENT PIPES DUCTS, CHIMNEYS
AND FIREPLACES AT CEILING AND FLOOR LEVEL W-TH
*40w_-4 ,4�TiIBLE MATERIALS.
EXCEPT AS PROVIDED N !TEr•1 D ABOVE, FIRESTOPP =W,
3••:,LL CONSE8T OF TWO NGU NOMRN AL LU I15ER OR TLO
1�e.3CNE%ES OF ONE INCA. NOMINAL -J'15ER WITH BROKEN
-AP JONTS. T"E 'NTECGRITY OF ALL FIRESTOPS SMALL BE
-,AINTAIMED.
14. DRAFTSTOPPfNG SHALL BE PROVIDE]✓ IN A&- FLOOR -
CEILiNG A55EMRk_IES UNDER THE FOLLOWING
CIRCUMSTANCES.
A CEIrviNG IS 5t;.9PEVJED UNDER T-4E FLOOR FRAt1MGt
13 FLOOR FRA'-NNG !S GONSTRJCTE: OF Tk:i56-TYPE OR
OPEN ULE5 PERFORATED - SMB1_R5.
IN r--OOP-ICE _ NG A66EMMLIE6 +:+ARE THE AREA IS
GREATER THAN 1000 SQUARF FEE', THE SPACE BETWEEN T:IE
cei4l Cs MlEI'">B t AND FLOOR SHALL BE DIVIDED INTO
TWjC OR t-IORE APPROXIMATELY EQUAL AREAS WITH NO AREA
5WATE"z'--:N 1000 $QUAKE FEET DRAFTSTOP"Ws
BE PROVIDED PARALLEL TO ''NE .`"LAIN FiRA'MiNG tIS "43ERS.
DRAFTSTOPPiNG MATERiALS 5-A..- 5E NO- LESS T--*, 1,2
INC-4 GYPaUl" BOA 4;,, 3,'8 INCH PLYWOOD, 3'6 INC 44 TYPE :
"-W PARTICLE 50ARSJ, OR OTHER APPROVED MATERIALS
ADEQU;. ATcLY $;PPORTED THE INTEGRITY OF ALL
DRAFT$TOPS SHALL DE MANTAR -eD.
15. ALL M/i1: TiPLE 2 X +•FADERS AND MULTIPLE LVL BEAMS
TO BE r-ASTENED TOGETHER AT TOP AND BOTTOM INTO £ACA+
ADJACENT MEMBER WITH )MINIMUM) TWO ROWS OF IOD NAILS
. r trl-+ cc
16. ALL BtA'1S UJiT" FLITCH PLATES ARE TO BE BOLTED
TOGETwER JT"H '2 INCH DIAMETER BOLTS AT 12 INCH
O.G. STAGGEtREE; 'OP AND BOTTOM WITH rlu0 BOLTS AT EACH
END UTILESS OTHERWISE NOTED.
!1 *NOTCHES IN BEARING: WALL STUDS S«+ALL NOT EXCEED
:8; OF THE STUD W ;DTH AND NO HOLES ARE TO BE BORED
rsREATER -HAN 40% OF THE STUD WIDTr.
18. NO HOLES OR NOTCHES ARE ALLOWED IN MEANS
W'TN-K uT TuE APPROVAL OF ARC,- q!'ECTURAL SERVVIES.
a TYPtGAL ROOF CONSTRUCTION IS TO BE 1116 INCH
ROOF SHEATHING (AMERICAN PLYWOOD ASSOCIATED RATED)
WITH W FELT AND COMPOSITION ROOF SHINGLES.
20, BALLOON FRAMI?NCs SPECIFICATIONS:
A: 2 X 4 WALLS
SIZE, SPECIES 4 SPAGWG r MAXIMUM STUD HEIGHT
(1) 2 X 4 Sfm 42 • W" O.Gt_
(1)2X4SPF4 VOC.. " -C1 /4'
(2) 2 X 4 S-PF 4 • 16" OTC. _ 13-11
(2) 2 X 4 SPF ►" • 12" OfC, t 14' -1!
(3) 2 X 4 SPF'2 • Ib" 0.15' -b 518" ' --
(3)2X4SPF4 • t2" 'Z
B: 2 X & LUALL5
I
SIZE, SPECIES 4 SPACING MAXIMUM STUD HEIGHT
(1) 2 X 6 SYP'i • ib" O.G.
(1) 2 X 6 SYP s ^ • u"
(U_2 x__& SYP'f • i2" OL. 2l' -Im L2"
21, STEEL LNTEL6 SUPPORTING MASONRY VENEER ARE AS
FOI i 01416_
LINT'EL 5GI4EDULE -- --
- ^- HEIGHT OF VENEERy
MAX
NATIONAL ELECTRICAL CODE. ALL MATERIAL AND EQUIPMENT SHALL BEAR
,It
THE LABEL OR APPROVAL OF THE UNDER11RITER6 LABORATORIES, W-
GWATER
2. ELECTRICAL CONTRACTOR SHALL, BEFORE CONSTRUCTION, VERIFY
SPAN
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22. AS REQUIRED BY LOCAL SODE BRI,_.K 'VENEER (Wl -eRE
INDICATED ON PLANS) TC HAVE 22 GAUGE (MINIMUM)
C.ORRIGATED, GALVANIZED STEEL W44-L TIES AT 16 ANC"
O.C. HORIZONTAL AND 24 INCH O.G. VERTICAL. PROVIDE
CNTi?, O BASE FLASHING Ii/'T«+ tilEEP HOLES AT 4'0"
Or_ MAXIMUB 1.
23. ALL STR'JGTJRAL• $T`EEi &4AL'_ TO ASTM
SPECIFICATION A36. PIPE COLUAMNS AND BASE /CAP PLATER
-. . , �-.. w..... -- ,� antic nr•r••i -tf•f� A +,i 1 1 All- A-
MECHANICAL AND
PLUMBING NOTES
1, ALL MECHANICAL, ELECTRi 44_ AND PLLM NG WORK SHALL
COMPLY WITH STATE AND NATIONAL CODES, AS WELL AS,
LOCAL GOVERNING CODES ANND %OR ORDINANCES.
2, ALL PIPES, DUCTS, VENTS, WIRING AND CA+ASEP WHICH
PENETRATE CEILINGS DIRECTLY BELOW TRUSS OR ROOF
ASSEMBLIES SHALL BE FIRE8TOPPED.
3. ALL EXHAUST FANS SHALL 5E VENTED TO OUTSIDE AIR
(EXCEPT) RANGE TOP.
4, BATHROOMS WITHOUT WiNDOW6 SHALL HAVE Air APPROVED
MECHANICAL VENTILATION SYSTEM CAPA5LE OF PRODUCING A
G -1ANGE OF AiR EVERT TWELVE MINUTES. BATHROOM!
EXWAU3T8 SHALL BE VENTED DIRECTLY TO THE OUTSIDE.
5. ATTIC VENTILATION: THE NET FREE VENTILATING AREA
SHALL BE NOT LESS THAN 1 TO 150 OF THE AREA OF THE
SPACE VENTILATED EXCEPT THAT THE AREA MAY BE I TO
300, PROV'tDED AT LEAST 50 PERCENT OF THE REG ARED
VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED
IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED
AT LEAST THREE FEET ABOVE EA'VE OR CORNICE VENTS WITH
THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY
EAIVE OR CORNICE VENTS. THE NET FREE CRO"-
VENTILATION AREA MAY BE NOT LESS THAN 1 TO 300 OF
THE AREA OF THE SPACE VENTILATED WHEN THE VAPOR
BARRIER HAVING A TRANSMISSiON RATE NOT EXCEEDING I
PERM 18 INSTALLED ON THE WARM SiDE OF THE CEILING.
AIR INVILTRATION NOTES
1. CONTRACTOR SHALL. INSTALL FIBEW -iLASS SILL SEALER
BETWEEN ALL SILL PLATES AND TOP OF FOUNDATION WALL.
2. CONTRACTORS SHALL GLUE AND SEAL PLATES AT FLOOR AND
CEILING, AND ALL WINDOW AND FLOOR FLAR-sES /JAMBS
PRIOR TO AND DURIW ERECTION
3. ALL SHEATHING PEAETRATiON6 DURING CONSTRICTION SHALL BE PATCHED
AND REPAIRED ACCORDING TO MANUFACTUiRE" SPECIFICATIONS.
I INSULATION NOTES II
1. THE FOLLOWING INFOS"ATION DESGiRif'SES RYLAND'8 MNIMtI"
ENERGY CONVERSATION PACKAGE. INBULATiON CONTRACTORS
ARE HEREBY REQUIRED TO BiD MID INSTALL INSULATION BY
THIS SCHEDULE UNLESS INSTRUCTED IN WRIT
RYLAND TO DO OT►ER IW16E.
2. CEILWGS - R -38 BLOWN WOOL OR Ff5ERCsLAS6.
3. CATHEDRAL CEILINGS - R -30 BATT INSULATION WITH KRAFT
FACE VAPOR BARRIER DOWN
4. EXTERIOR WALLS - R -13 I ATT INSULATION WITH KRAFT
FACIE VAPOR BARRIER TO INSIDE
5. EXTERIOR DA3EMiENT EXPOSED FOUNDATION WALLS - RIO.
b. FLOORS AT OVER-IANCsS - R- IS 15ATT INSULATION WITH
KRAFT FACE VAPOR BARRIER UP.
1, FLOORS OF kABITA0t.E SPACE OVER GARAGE AND CRANX-
SPACE - R -30 BATT INSULATION WITH KRAFT FACE VAPOR
BARRIER TO INSIDE.
ELECTRICAL NOTES I
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ALL ELECTMC -AL INSTALLATION SHALL MEET THE REQUIREMENTS OF THE
NATIONAL ELECTRICAL CODE. ALL MATERIAL AND EQUIPMENT SHALL BEAR
,It
THE LABEL OR APPROVAL OF THE UNDER11RITER6 LABORATORIES, W-
2. ELECTRICAL CONTRACTOR SHALL, BEFORE CONSTRUCTION, VERIFY
SPACE REQUIRED FOR METER INSTALLATION AND SHALL NOTIFY
O
GENERAL CONTRACTOR AND ARCHITECT OF ANY PROBLEMS.
3. NO POINT ALONG FLOOR LINE MEASURED HORIZONTALLY
SHALL BE MORE THAN b' -0" FROM A RECEPTACLE OUTLET.
4. VERIFY LOCATION OF ALL RECEPTACLES FOR APPLIANCES
WiTH MAN FAGTUFEIR'S SPECIFICATIONS.
l
5. GROUND FAULT iNTERRCEPTERRS SHALL BE PROVIDED AT ALL
Ell-
In
BATHROOM OUTLETS PER THE NATIONAL ELECTRICAL CODE.
I&. ALL 5WITC44ES TO BE 4' -b" ABOV£ FINISH FLOOR TO
Q
CENTER LINE OF SWiTC+- UNLESS CTMERWI5E NOTED.
� v
T ALL CONVENIENCE OUTLETS ARE 1' -0' ABOVE FIN18H FLOOR
NOTED.
TO CENTER LIME OF OUTLET UNLESS OTHERWSE
(t`A
ALL CONVENIENCE OUTLETS tiNtH SWITCHES TO BE SWITC+4ED
V
AT TOP ONLY.
r
ALL EXTERIOR WALL BRACKET FIXTURES TO BE 6' -0" A15OVE
FINISH FLOOR TO CENTER LINE OF FIXTUIRE.
INDIANAPOLIS NOTES
MON4RC.H4 SPECIFICATIONS: EXTERIOR WOOD TRIM 15 NOT PER PRINT. M AN
EFFORT TO PR+OViDE A LOWER MAINTENANCE EXTERIOR WOOD TRiM IS USED
ONLY AROUND GARACsE DOORS, FRONT DOORS, AND FRONT PORCHES.
PREMIER (HIGH -50WI) SPECiFICATI01NIS: (INCLUDING BRADLEY, 15RIAR110M,
CAP-ISLE, GENEVA, HAMiLTON, MANCHESTER, PRESTWICK, AND WESTON)
EXTERIOR WOOD TRIM! IS NOT PER PRINT. ALL WOOD FASCIA RECEIVES WOOD
SOFFIT. ONLY FRONT- FACING WOOD TRIM IS STANDARD. SIDES AND REAR TRIM
iS ALUMINUM OR VINYL WRAPPED. (WOOD TRIM AT SIDES AND REAR IS
AVAILABLE AS AN OPTION).
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