HomeMy WebLinkAbout0317.95.1- 1
r GENERAL NOTES
I. THE ATTAC44ED FLANS AND SPECIFICATIONS ARE THE SOLE
PROPERTY OF T-C RYLAND Gf'aOUP, INIC-. ANY UN.AUTHORJZED
USE OF THESE PLANS UATH40UT THE WRITTEN CONSENT OF THE
RYLAND GROUP, INC. IS PRSOHIBITED.
2. RYLAND GROUP, INC. DE6JGNS AND 15UILDS HOUSING AS
SET FORTH BY THE FOR!'"AT AND Pi2OVINON6 OF THE 'CABO ONE
AND TWO FAMILY DWELLRNCs CODE', PM EDITION. ALL
CONSTRUCTION SHALL COr'tf'I..Y OTH SAiD CODE AS WELL AS ALL
LOCAL GOVERNING CODES AND /OR REGULATIONS. ANY NON -
CGNFORMING DOCUMENTS DISCOVERED BY THE CONTRACTORS OR
HIS AGENTS SHALL 15E GALLED TO THE ATTENTION OF THE
MIDWEST ARCHITECTURAL SERVICES OF fQYLAJND GROUP, INC.
(513) 611 -6654.
3. THESE FLANS ARE NOT TO BE SCALED FOR CONSTRUCTION
PURPOSE& DIMENSION LINES AND NOTES SUPERCEDE ALL
SCALE REI RENCE.
4. THESE PLANS ARE SUBJECT TO MODWiCATION AS
NECESSARY TO MEET CODE REQUIREMENTS AND/OR TO
FACILITATE MCA WANICAL/ELECTRICAL/PLLllbk4't INSTALLATION
AND /OR TO MC4)RPORATE DESIGN I PRO "ENTS. ANY
INTENTION TO MODIFY THESE PLANS MUST BE APPROVED IN
WRITING BY AJRCMITECTUiRAL SERVICES,
5. THE C40NNTR4CTOR SHALL VERIFY ALL DiME]NSIONS AND
FIFOf'fJ i4TION IN THESE CONTRACT DOCiJhENT& CONTRACTOR
SHALL SURVEY THE P1QO.JECT AND BECOP'E FAMILIAR UNTH4
EXISTINCs CONDITIONS AND SCOPE OF WORK NCLU IPP G BUT NOT
LIMITED TO BUILDR,G , 61TE AND SOH. BEARNCs CONDITIONNS_
6. ANY ERRORS, OMISSIONS OR INCON6I6TENC4EI5 IN THEW
CONTRACT DOCUMENTS OR THE ACTUAL SITE AND CONSTR IUCTiON
CONDITIONS $MALL BE WaAJ0 4T TO THE ATTENTIONS OF
AACINTECTURAL SERVICE6.
1. E?ffEtiOR PLAN DIMENSIONS ARE TO FACE OF FOUNDATION
WALLS AND /OR OUTSIDE FACE OF WALL SWEATWIN&
INTERIOR DiMENSIONS ARE TO FACE OF STUD FRAMING.
EEXTEMOR WALLS ARE 4" THICK (3 -i/1" FOR STUD
FRArtINCs AND 1/2" FOR *WEATHIN dj4 NTERIOR WALLS ARE 3 -i/1"
UNLESS NOTED OTFEA!WI$E.
8. Wp4DOjjb AS SECOND EGRESS (6LEEPlNG AREAS) SHALL BE
MINIMUM 5.1 SQUARE FEET. THE MR1R'IM NET CLEAR OPENING
HEIGHT DIMENSION SHALL DE 24 NC4ES AND THE MINIMUM NET CLEAR
OPENIIG WIDTH SMALL BE 20'. THE SILL HEIGHIT SMALL NOT BE MORE
THAN 44 INCHES ABOVE FLOOR LEVEL.
S. SLIDING GLASS DOORS AND ALL GLAZED AREAS SUBJECT
TO HUMAN "PACT MUST BE SAFETY GLAZED.
10. ST_� T&
A. INTERIOR STA.IRJLAYS SMALL HAVE A
MN"JH OF 6'-6" (FINISH TO FINISH) HEADROOM, 6-1/4,"
MA)d W RISER H4EKs4T AND S• MINIMUM TREAD LENGTH. THE
MINIMUM CLEAR WIDTH OF A 6TAMRLWAY SHALL BE 36'. P09=ER
TO PLANS FOR EXACT D IONS.
B. HANDAILS+ HANDRAILS SHALL HAVE A WErjk4T OF 34'
MEA IRED VERTICALLY FROM THE NOGM OF THE TREAD
AND SHALL BE PROVIDED ON AT LEAST ONE SiDE OF T14E
STAWW AY OF THREE OR MORE RISEN& THE HANDGRIP
PORTION OF THE HANDRAILS SHALL NOT DE MORE THAN 2
5/0 INCHES IN C.ROSS-SECTiON DIMENSION AND HANDRAILS
PRIOJEECTING FROM A WALL SHALL HAVE A SPACE OF NOT
LESS THAN ONE INCH•I BETWEEN THE WALL AND THE
HANDRAIL-
C_ GUARDRAILS: PORCHES, 5ALC4NiES OR RAISED FLOOR
&&PACES LOCATED MORE THAN 30 MCWR6 ABOVE THE FLOOR
OR CIRADE BELOW SHALL HAVE G LAPWoRAILS OF 36 MCI ES IN
HEIGHT. OPEN 61DE OF STAMM WITH A TOTAL MW OF
MORE THAN 3D INCHES ABOVE THE FLOOR OR GRADE BELOW
SMALL. HIV£ GUA>,RDMAILS OF M 14 � N HEIGHT
MEASURED VERTiCAi LY FiW" THE NOSINI.'s OF THE TREADS.
HORIZONTAL SPACING BETWEEN THE VEIRTIC."AL. MEMBERS iN
REQUIRED C414FVOALS SMALL ISE MAX"M OF FOUR INCHES
AT THE NEAREST FONT BETWEEN THE hEMMR6.
a. APPROVED SMOKE DETECTORS SMALL BE LOCATED ON EVERY
$TORY OF THE DUE! LNG UNIT, NCL"LDNG BASEMENTS. WHERE
MORE THAN ONE is REQJMRED, ALL 6"_L BE WIRED M SUCH A
MANNER SO THAT WHEN ONE i6 ACTUATED, ALL WILL BE
ACTUATED.
12. F4i4EFL.AC-.E CF41MNEY6 SMALL EXTEND AT LEAST TWO FEET
HIGHER THAN ANY PORTION OF THE 19UILDIN13 WITI -M TEN
FEET, BUT SHALL NOT BE LESS THAN TW EE FLAT ABOVE THE
PONT !WERE THE CHIMNEY i0Ab6E6 TMRQtIG14 THE ROOF.
13, Fi VOLACES SMALL BE 048TAL_L.ED ACCORDING T14E
MANUFACTURER'S 6PECIFICATIO NS.
14, NATURAL_ LIGHT AND VENTIL.ATiON MINIMUM
RtEQUi1YEtMENT&
A LIGHT AREA PER HABITABLE ROOM. Dot OF FLOOR AREA
B. VENTILATION AREA PER ROOM: 4% OF FLOOR AREA
B. ALUM%J M GUTTERS AND DOWi6POUTS BHA" BE
PROVIDED AS REQUIRED TO PR DvMDE WATER FLOW AWAY FROM
IMMEDIATE BWLDNG PERIMETER
16. PROVIDE ATTIC ACCESS OF 22' X 30' (MINIMUI'I) TO
ANY ATTIC SPACE WITH A 30' MNIMUTI CLEAR HEIGHT.
R. ALL WALL AND CEILING FINISHES SMALL HAVE A
FLAME SPREAD CL.A681F4CATION OF Ni0 GREATER THAN 200
AND MAXIMUM &I-LACE DENSITY OF 430.
FOOTING AND
FOUNDATION NOTES
9 1. LOT 614ALL BE PROVtDED_uTH ADEawr= POSITIVE
^ DRAINACGE AWAY PROM FOUNDATION U11ALL.8.
2.. CONCRETE UVRK SMALL HAVE THE FOLLOWING SPECIFIED
con" RES61vE STIQEb4n4 AT 20 DAYS FW.
A BA EXTENT WALLS AND FOUNDATION NOT E ?d'IOSED
TO THE WEATHER 2�m PSI
Q 15 . 5A6EiMENT SLAB$ AND INTERIOR $L.eAOS ON
.. GRADE, Ek:CEPT GARIALsE FLOM SLAGS
CONC.W1E SU@UECT TO FREEZING AND TNAuiWCs DURIN Cs
CONSTMICTION 614ALL 8E A'R- ENTRAINED ITE"15 r AND
D ABOVE ARE REQUIRED TO BE AIR - ENTRAINED TOTAL AIR
C KTENT SHALL BE NOT LE55 THAN 5k OR "'LORE T-AN;
1 %.
3, FLOOR SLAGS SHALL BE NOMNAL 4 1?- N S THICK CrONCRETE
011TH GONTRDi. JOINTS SPACED AT INTERVALS NOT ;ORE
THAN 30' -O" IN EAC" DIRECT,ONL CONTROL JOINTS tiA7
BE OMITTED 114-EN 6 X 6 '10 WSW1M. REINFORC"NG IS
PROVIDED. PiQOVIDE Co "I;L. 'OR APPROVED) VAPOR
BARRIER JTH 6 NC44 LAPSED JOINTS. VAPOR BARRIER
MAY BE OMITTED FROM DE T= C44ED GARAGES, DR' /E?:iAT 5
WAd_K8, PATIOS AND OTHER FLAT LLIORK NOT LRKF_LY TO E5E
ENCLOSED AND HEATED AT A FUTURE DATE OR B` TWE
BUILDING OFFiaAL. BASED UMON LOCAL SITE CON.D' "'ONS.
4. T4E BOTTOM OF ALL FOO -4468 SMALL EXTEND TO FRO57
LiNE. FOUNDATION WALLS Sr ALL EXTEND 8"
ABOVE FINISH GRADE ADJACENT TO FOUNDATIONS AT ALL
POINTS.
5. PERIMETER INSULATION ON GwA )E SLA13 5. -4ALL
BE 1 -1/1" X 24' RIGID AND TO BE I*1.,°TALLED BY 7-iE
CONCRETE SUBCONTRACTOR
6. PERIMETER FOUNDATION DRqAiNS SHALL BE iNSTALLEC AND
LOCATED AT THE BUILDER'S DISCRETION ACCORDiW3 TO
LOCAL SITE AND CODE CONDITIONS. DRAM DISC IARxE
SMALL CONFORM WITH APPROVED SITE PLAN.
1. CONCRETE ANCHOR BOLTS SHALL BE 1/1" DIAMETER BOLTS OR
CODE APPROVED 16 GAiJGE ZiNC COATED CLIPS (STRAPS!
EMMEDDED IN CONCRETE BLOCK OR POURED IN PLACE
CONCRETE WALLS (1" MN"1 1'1 AT POURED CONCRETE WALLS
15' M'tlNM'IM AT CMJI WALLS) SPACED AT 4' -0" O.C.
iMAXIMU M AND 12' MAXIM-! FROM CORNERS. ANCI+OR STRAPS
MAY BE PROVIDED IN LIEU OF BOLTS ABOVE WiTH SPACING
AS RECOMMENDED BY MAJFACTUI ER AND ACCEPTED B'+' LO'..AL
CODE FLOOR PLATES AND SILLS TO BE 5H"-ED LEVEL.
USE METAL SHAM$ ONLY BELOW° ALL BEAMS -
B. SUMP MRIP TO 15E INSTALLED AS SEQUIRED AND LOCATED AT
BUILDER'S DISCRETION,
9. TOP COJMES OF C.M.U. FOUNDATION WALLS SHALL 13E
FILLED 6000. NGLUDING THE COURSES DIRECTLY BELOW
STEEL BEAMS OR CORBELLED CM14.
0. C0W ETE FOPW UIORK TO 43E ADEQUATELY TiED AND
BRACED. FOWLS ARE NOT TO BE STRIPPED, NOR BACKFILL
1'.L.ACED AGAINST THE WALL LINTIL THE WALL HAS
SUFFICIENT STREiVGTH OR I"A& BEEN BRACED TO PRE VcN'r
DAMAGE BY THE BACKFILL.
IL CRARL SPACES 54AL-L HAVE A MINIMUM CLEAR HE +G"47
OF IS' AND AN ACCESS MOLE OF A MINIMUM OF IS" X24".
12. EXTERIOR FOUNDATION WALLS OF MASONRY
CONSTRUCTION ENCLO5Wj 1549E-1ENT8 SMALL BE
DAM "WOFED BY APPLYING NOT LE66 THAN 3/8 !NCH OF
PORTLAND C "NT PAFCsNG TO THE WALL FROM FOOTING THE
F"664 GRADE- THE PARGING 644ALL, BE COVERED WITH A
CCAT OF APPROVED BITUMINOUS MATERIAL APPLIED AT 7"F=
RECOMMENDED RATE. EXTERIOR FOUNDATION WALLS OF
C 14CRETE COI4STIQUCT;ON ENCLOSING 5ASET1EWS SHALL BE
DAMPPROOFF.D BY APPLYING A MINIMUM OF ONE COAT OF
APPROVED BITUMINOUS MATERIAL TO THE WALL FR'1-1 THE
FOOTING: TO THE FINISH GRADE AT THE RECOMMENDED RATE
13. EKM -PAJCs FOUNDATIONS ARE DESKaNED BASED ON AN
A6 UI'= SOIL BEARING CAPACITY OF 2000 PbF-
ADOMONAL ENGINEERING IS R£QUt E:'D P 601L BEARING
CAPACITY IL' LESS THAN 2000 PbF.
STRUCTURAL NOTES
L INTERIOR PARTITIONS SHALL BE 2 X 4 STUD CONSTRUCTION
WITH 1/2' GYPSUM BOARD, UNLESS OT1$AW OE NOTED.
BEA *43 WALLS SHALL HAVE STUD PLACEMENT Wp" O.C.
MAXI'IM. WON -LOAD BEARING INTERIOR PARTITIONS SHALL
BE 24' OZ. MMAXRMIM. M'iOISTUFE RESISTANT GY'P'SUM
BOARRD SMALL BE PROVIDED AT ALL SHOWER AND BATH ARE AS
WITH SMOO'M, WAND AND NON -ABOOM ENT PINISMES.
F006W MATERIAL AND MOISTURE RESISTANT GYPSUM BOARD
WiTHN THE IMMEDIATE SHOWER AND BATH AREAS SHALL
EXTEND 6'-0' ABOVE FINISH FLOOR
2, ALL EXTERIOR WALLS SHALL 15E 6HEATHED UT" 1/1"
SHEATHING. METAL LET -N BRACING SMALL BE INSTALLED
PER C."TR1CT10N DOCUMENTS AND SHALL BE LET INTO TaE
TOP AND BOTTOM PLATES AND THE INTERVENING STUDS,
PLACE AT NOT MORE THAN 60' NOR LESS THAN 45' PROM
THE HORIZONTAL AND ATTACI -TED TO THE FRAMING N
CONFORMANCE WITH THE MANIFAGTURER'S SPECIFICATIONS.
3. ALL DA MaIENT INTERIOR BEARING WILLS SHALL 13E
SHEATHED WITH A MIN1Ml11 OF IR" GY POUM BOARD ON ONE
61DE-
4. THE M40111 GRADE AND ALLOWABLE STRESSES FOR
6TRUCTURAL M3'iDERS ARE:
A STUDS SFF STUD GRADE OR BETTER
B. JOIST SYP 02, MC-M, Bz• -.- 4 f*%
tg1EPETITiVE MEMBER ;USES)
C. LA_ LAMINATED BEAMS • 132-- 292 1
D. TRUOMS (ROOF AND FLOOR) • AS PER ENGINEERING
REQUREM NTS
5. DE61iG04 LIVE LOADS ARE:
BALCONIES (EXTERIOR-) fe LE3692F
DEC" _40_i,9 1$E
GARAGES (1mA66Et<%ER CARS ONLY) Dl@- •L$_,'�
ATTICS (NO STORAGE WITH R IOCF SLOPE
NOT STEEPER THAN 3 IN 12)
ATTICS (LIMITED ATTIC STORAGE) 20 Lae
DWELLW.s 1UNIT6 (EXCEPT SLEEPING: ROOMM$) 4C ;_@�;_°,/F_
SLEEI°ItCs R1001,15 4V 1 0f '£pfr
6TAIR3 4QZ L;}S,'OF
6. OPEN 006 BETUEPN GARAGE AND RE64DENCE SHALL BE
EG:W4MM WiTH SOLID WOOD OR 20 MINUTE FIRE: RATED
N6U-ATED HOLLOW METAL DOORS NOT LESS THAN i -3/8"
8. =,:-L 'RU35E5 ARE STA'1PtC AND CERT!F1ED f3' A
REG`57Ef2ED ENGINEER ANC;: "LEFT TPI '"AKLFAc"T'JRER
". .L_ _j-t ER2 IN CONT.ICT 'xJ" CONSRE E •'.N".'_: C+R �E9g THAN
8" r-Ra' GRADE 18 TO SE "RE55Uf_ TIi;4EATED
10 7"=- `:AOR 5T 5TET'15 ARE OFFERE,;
TO RA+iF1.35 AND/OR GU5T0"?ER 5ELcCTiON 5«+cET "OR
5uBF_OOR s- 'ATEgCAL.
A. 3'4" -OKsUE AND 69l, ,/E °LYil0 OR 058 (OR,ENTEaa
5TRA"4D BOARD), Cs"JED AND NAILED ON 2x4
ENCiINEE4INCG
WOOD F :_COO. TRLi55E5 • 24' J�C.
F>R0,AZ>E 2x6 5TR0WSA A5 LOCATED ON =f2 +t ?I
_N5
t2, a1TT1N1G, NOTCHING OR !-IODIRCATION &44LL BE
'-'. v )F TO 4N-y- TRI 53E5 WIT "CUT THE APPi?O' ✓A,_ OF
'.R ..,TECTUR4L SERVICES
3_ F1RE9TOPPING 5+4ALL BE FIROV!DED TO GUT OFF ALL
CONCEALED DRAFT OPENINGS (130TH VERTICAL AND
"ORIZONTALi FIND TO FOR"" ! AN EFFECTIVE FIRE BARRIER
BcT;!EEN STORIES, AND BETIJEEN ATOP 5TORY ANp T44E ROOF
SPACE FIRE51OPPING 561ALL BE PROVIDED IN THE
FO'i4O.U4W;s 'LOGATiONSI
A. IN �ONCEALED SPACES OF ST.JD WALLS AND
P.yRT!TiONS INCLUDMo5 WIRED 5PACE5, AT Tr4E CEILING
AT rl OOR LEVEL
B AT ALL ;NTER'�ONIN4ECTION6 BE%EEN CONCEALED
VERTICAL AND HORIZONTAL SPACES 5UC-I•+ AS OCCUR AT
SOFFITS, DROP CEILN66, COPE CEIL RrA, ETC-3
IN CONCEALED SPACES BETt.JEEN STAR STRINGERS AT
4E TOP AND BOTTOM OF TOE F N=
D AT OPENiiNIG5 AROUND VENT, PIPES, DUCTS, CHIMNEY5
AND FIREPLACES AT CEILING AND FLOOR LEVEL, WITH
NONCOMBUSTIBLE MATERIALS.
EXCEPT AS PROVIDED IN ITEM D ABOVE, FIRE5TOPPING
5-+ALL C.ON616T OF TWO NCH NOMINAL LU'15ER, OR TWO
T "iJUiESSES OF ONE INCH NOMINAL LUMBER WITH BFeOKEN
LAP JOINTS THE MTEGRiT7- OF ALL FIRESTOP5 SHALL BE
MAINTANED,
14 DRAFT°TOPPIN4G SHAL -L BE PROVIDED IN A-L FLOOR -
CEILING A55E'15LIES CINDER THE FOLLOWTKs
C;RC 1.6TANCESI
A- CEILING is SUSPENDED UNDER THE FLOOR FRAMINest
8. FLOOR FRAMING IS CONSTRUCTED OF TRli55-TYPE OR
OPEN GIEB PERFORATED t•!EM$ERS.
iN FLOOR,'CEILNG A85EMBL.iES WHERE TH'E AREA 15
GREATER T;4AN 1000 SQUARE FEET, THE SPACE BETWEF_1N THE
CE,-NG MEMBRANES AND FLOOR SHALL ESE DiViDED tNTO
tW0 OR MORE APPROXIMATELY EQUAL AREAS UJITH NO AREA
GREATER THAN i"o SGbJARE FEET. OR.AFTSTOPPING SHALL
BE PROVIDED PARALLEL TO THE MAiN FRA:',ING MEMBERS.
DRAFT5TOPPING MATERIALS SHALL BE NOT LESS THAN 1/2
INCH G'"'- J'M BOARD, 3;8 NCH PLYWOOD, 3/8 iNC-H TYPE 2-
" -U; PARTICLE BOARD, OR OTHER APPROVED MATERIALS
ADEO,IATELY SUPPORTED. THE INTEGRITY OF ALL
Dr"tAF75TOP5 SMALL 15E MAINTAINED.
15. ALL Mt; TIPLE 2 X HEADERS AMP MULTIPLE LVL BEAMS
TO BE FASTENED TOGETHER AT TOP AND BOTTOM NTO EACH
ADJACENT MEMBER WITH (MINIMUM) TWO ROWS OF 16D NAILS
• !? INC" cc.
Ib, ALa_ BEAMS WITH FLiTC44 PLATES ARE TO BE BOLTED
, aCsETHER WiT!W 1/2 INCH DIAMMETER BOLTS AT 12 INCH
O,G. STAGGERED TOP AND BOTTOM WiTH TJLO BOLTS AT EACH
END UNLESS OTHERWISE NOTED.
11. NOTCHES IN BEARING WALL STUDS SHALL NOT EXCEED
25% OF THE STUD WIDTH AND NO HOLES ARE TO BE BORED
GREATER TI•iAN 40% OF THE STUD WIDTH.
I& NO HOLES OR NOTCHES ARE ALLOU,ED iN BEAMS
WIT"OUT THE APPROVAL OF AJRCHITECT1,1RAL SERVICES
I9, T 'Ii'ICAL ROOF CONSTi%JCTION IS TO BE 1116 INCH
ROOF 5H4EATHING (AMERICAN PLYWOOD ASSOCIATED RATED)
VT.4 60 FELT AND COMPOSITION ROOF SHINGLES.
20. BALLOON FRA MNG SPECIFICATIONS:
A. ^ 'v d I; IAI I S
51ZE, SPECIES 4 SPACING
{ MAX fMA'M STUD HEIGHT
C!,? 2 X 6 5YP 4q s 16" O.G.
'-6"
(i) s X 4 SFF 41 • 12" O.G-
tf -10 1/4°
(2) 2 X 4 5PF V2 is 16" O,G__
_I3 = -1 "_ _
/2) 2 X 4 Sf'F "2! 12' Off.
14'-11 1/4" -
(3) 2 X__4 5FF r1 s 16" O.C.
11151-6 5/8" --
(3)2 X4SPF02 s 12"OC.
L35x3Sx
025
R. 7 X 6 fi;4J_LS
SIZE, SPECIES 4 SPACIN;
MAXIMUM STUD HEIGHT
C!,? 2 X 6 5YP 4q s 16" O.G.
'-6"
(U 2 X 66 9`!P -2 • i2" O.G. -,
2I' -b V4'-
(,) 2 X 6 SYP M s 16" OC.
(I) ^A X SYf ot s i r
19'- hp 3 /4"
2t STEE=L LNTEL8 SUPPORTING MA50NRY VENEER ARE AS
F!h_ L OWE:
LINTEL 5G44ED1JLE - - -- --
-- - - - - -- HEIGHT OF VENEER
CATER
�O'v
aV-t�0
MAX
&PAN 8" j 16"
i4"
32'
8P
DR'G
3' 10 6'
L35x3Sx
025
L3bx33x
m25 -_.
' L35x325x
�. 035
L3Sx3.5x
029
' L3.3•x35x
025
3"
B•_u.
L33x3Dx
L39x3Sx
{ L35x3.bx
L4x3bx
Lsx35x
3.
015
025
1 015
02T _
03Rb
--
22. AS REQUIRED BY LOCAL CODE, BRICK VENEER (11I6-4ERE
INDICATED CN PLANS) TO HAVE 22 GAIXsE (MINIMUM)
CORRXsATED, GALVANIZED STEEL WALL TIES AT V. INCW
OC. HORIZONTAL AND 24 INCH O.C. VERiiCAL PROVIDE
CONTINUOUS BASE FLAS144*3 WITH U;EL•'P + -40LES AT A'0I'
O.G. MAJ(t4 "1.
23. ALL STRUCTURAL STEEL S",ALL GONFOfd"1 TO ASTM
°SPEC!FICATiON A'Ab. PfPE COLUMNS AND PASEICAP PLATES
SHALL C >,F04P." TO A&TM SPECIFICATIONS 450! AND A53.
MECHANICAL AND
PLUMBING NOTES
ALL MECHANICAL, ELECTRit.AL AND P'-'S-'ISINCs WORK 5HALL
COMF>i. Y WITH STATE AND NATIONAL CODE5, 48 WELL 45,
LOCAL GO`/ERNmr, CODES AND /OR ORDINANCES.
t
2. ALL PIPE5, DiJCTS. VENTS, aRING AND CHASE° WI ;C44
PENETRATE CEILINGS DIRECTLY BELOW TRUSS OR faO
A65EMI eLiES SHALL BE FtRESTOF'F'ED-
3, ALL EXHAJST FAN5 S14064-L BE vSNTEG TO OUTSIDE AIR
(EXCEPT) RANGE TOP.
4. 5ATHROOM5 UATMOUT WNDOWS 514AL.L HAVE AN APPROVED
I IEGMANICAL VENTILATION 5'T'STEM CA.PAME OF PRODUCING A
CHANGE OF AIR EVERY TWELVE MfNUTE5. BAT. HROOM
EXHAUSTS 5HALL BE ✓ EOTED DIRECTLY TO THE OUTSIDE.
5 ATTIC VENTILATION: THE NET FREE VENTILATING AREA
SHALL BE NOT LESS TMAJN i TO 180 OF THE AREA OF THE
SPACE VENTILATED EXCEPT THAT THE AREA MAY 5E i TO
300, PROVIDED AT LEAST 50 PERCENT OF THE REQUIRED
VENTILATING AREA iS PROVIDED BY VENTILATORS LOCATED
IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED
AT LEAST THREE FEET ABOVE EAV'E OR CORNICE VENT5 WITH
THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY'
EAVE OR CORNICE VENTS. THE NET FREE CRC)SS-
VENTILATiON AREA MAY BE NOT LESS THAN i TO 300 OF
THE AREA OF THE SPACE VENTILATED WHEN THE VAPOR
BARRIER HAVING A TRANSMISSION RATE NOT EXCEEDING I
PERM IS INSTALLED ON THE WARM SIDE OF THE CEILING.
AIR INFILTRATION NOTES--- �I
1. GONTR4C70R SHALL INSTALL FIBERCGLA55 SELL SEALER
BE ALL SILL PLATES AND TOP OF FOUNDATION WALL.
2. CONTRACTORS SMALL GLUE AND SEAL PLATES AT FLOOR AND
CEILING, AND ALL WINDOW AND FLOOR FLAWJES/JAMBS
PRIOR TO AND DURING ERECTION-
AL SHEATHING PENETRATIONS DURING CONSTRUCTION SHALL BE PATCHED
AND REPAIRED ACCORDING TO MANUFACTURER'S SPECIFICATIONS.
f INSULATION NOTES
1. THE FOLLOUJING INFORMATION DESCRIBES RYLAND'S MINIMUM
ENEW_*Y CONVERSATION PACKAGE- "Li -ATiON CONTRACTORS
ARE HEREBY REQUIRED TO BID AND INSTALL INSULATION BY
THIS SC44EDULE UNLESS N5TRLiCTED IN WRITING BY
RYLAND TO DO OTHER 1116E.
2. CEILINGS - R-38 BLAUAN WOOL OR FIBERSL A-%.
3. CATHEDRAL CEILINGS - R -30 BAT? INSUL_ATiON WiTH KRAFT
FACE VAPOR BARRIER DOWN,
4. EXTERIOR WALLS - R -13 BATT INSULATION WITH KRAFT
FACE VAPOR BARRIER TO INSIDE
5, EXTERIOR 843EMENT EXPOSED FOUNDATION WALLS - R;@.
6, FLOORS AT OVERHANGS - R -19 BATT INSULATION WITH
K,RA T FACE VAPOR BARRIER UP.
1. FLOORS OF HABITABLE SPACE OVER GARAoGE AND CRAiLt-
SPACE - R-30 BATT 1NSJL-ATION W!TH KRAFT FACE VAPOR
BARRIER TO INSIDE.
ELECTRICAL NOTES I I
ALL ELECTRICAL INSTALLATION SMALL MEET THE REGU REPENTS OF THE
NATIONAL ELECTRICAL CODE. ALL MATERIAL AND EQUIPMENT SHALL BEAR
THE LABEL OR APPROVAL OF THE UNDEMAfTERS LABORATORIES, INC.
2, ELECTRICAL CONTRACTOR SMALL, BEFORE CONSTRUCTIONL VERIFY
SPACE REQUIRED FOR METER INSTALLATION AND SHALL NOTIFY
GENERAL CONTRACTOR AND ARCHITECT OF ANY PROBL EMS.
3. N40 PONT ALONG FLOOR LINE MEASURED HORIZONTALLY
SHALL BE MORE THAN 6' -m" Fia►OMM A RECEPTACLE OUTLET.
4. VERIFY LOCATION OF ALL RECEPTACLES FOR APPLIANCES
WITH MANdFACTUFERS SPECIFICATIONS,
5. GROUND FAULT INTEfr_EPTER5 SMALL BE PROVIDED AT ALL
BATHROOM OUTLETS FE R THE NATIONAL ELECTRICAL CODE.
6. ALL SWITCHES TO BE 4' -6" ABOVE FINi&H FLOOR TO
CENTER LNE OF SWiTC" UNLESS OTHERW 5E "TOTED.
1. ALL CONVENIENCE OUTLETS ARE 1' -0' ABOVE FINISH FLOOR
TO CENTER LINE OF OUTLET UNLESS OTHl='RL!SE NOTED.
8. ALL CONVENIENCE OuTLET6 ',111TH SWITCHES TO BE? 5tWiTCIeD
AT TOP ONLY_
9. ALL EXTERIOR WALL BRACI<ET FtXfuiRES TO BE 6' -0' ABOVE-
FINISH FLOOR TO CENTER LINE OF FIXTURE -
INDiANAPOLIS NOTES
I. MONARCH SPECIFICATIONS EXTERIOR WOOD TRIM 13 NOT PER PRINT. IN AN
EFFORT TO PROVIDE A LOWER MAINTENANCE EXTERIOR, WOOD TRiM IS USED
ONLY AROUND GARAGE DOORS, FRONT DOORS, AND FRONT PORCHES-
2, PREMIER (H44CGH4- SiJ1RNCs) SPECIFICATIONS- (INCLUDING BRADLEY, 5RIARiiOOD,
CARLISLE, GENeVA, HAMILTON, MANCIE5TER F'1QEST1J11C1C AND tWESTON)
EXTERIOR WOOD TRiM IS NOT PER PRINT. ALL (WOOD FASCIA RECEIVES WOOD
SOFFIT. ONLY FRONT -FACING WOOD TRIM iS STANDARD. SIDE'S AND REAR TRIM
IS ALUMfN Um OR VINYL WRAPPED. (WOOD TRIM AT SIDES AND REAR 16
AVAILABLE AS AN OPTION).
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