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GENERAL NOTES
OWN
' 1
1. THE ATTAcwED -LAMS AND SPE-- PICATSONB ARE THE SOLE
PROPERTY OF THE RYLANp GRO' =° INC- ANY UNAUTHORIZED
USE OF T.4ESE PL.A * tUfT«IOUT Ti,-E WIICITTt1N CCHSENT OF TWE
GRYLAND rROL , iNNG. 13 °ROWIVTED"
RYLAND GROUP, INC. DESIi N8 AND 8WLD5 HHOU&W -x AS
6=-T FORTH BY THE FORMAT AND PROVISIONS OF TL- - 'C:ABO ONE
AND TUIO FAMILY DWELLING CODE'-" EDITION. ALL
C.ONSTRUC-T!ON SHALL COMPLY WITH SAID CODE AS WELL AS ALL
LOCAL GO,- fliliNG CODES AND /OR IREGIS_AT10N6- ANY NON -
C-e t QI4iW- DOCU -VENTS DISCOVERED BY THE 0014 ACTOo;ab OR
HIS AGENTS SHALL BE SCALED TO THE ATTRITION OF TWE
MiDLUEST ARCH:TECTiAZAL SERVICES OE RYL M'D GROU-, Nc-
r513) 611 -8854.
3, THESE PLAN ARE NOT TO BE SCALED FOR CONSTNLI CTION
PUfa' S. DIMENSION L04ES AKD NOTES SUPERZCEDE ALL
&--ALE REFERET4CE.
4. THESE PLANS ARE SUBJECT TO M OOfFiCATFOIV AS
NECESSARY TO MEET CODE REO IREMENTS AND /OR TO
FACILITATE MC AN:GAL)ELECTR C-A.L/PLUrIBMKs INSTALLATION
AND/OR TO INCoRpoRATE DESIGN a-w4DYEmENTS. ANY
INTENTION TO i'ODIFY THESE PLANS MUST BE APPRCAM IN
URtttNG BY ARCHITECTURAL SERVICES.
THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND
IiNFORMIATION IN THESE CONTRACT DOCUMENTS- CONNTRASTOR
SHALL SURVEY THE PR Ok ECT AND BECOME FAMILIAR WITH
EXISTING CONDITIONS AND SCOPE Cr- WORK INCLUDNG BUT NOT
Lii"iiTED TO BUILDINGS, SITE AND SOIL BEARWx C4ONDIT10N8-
b. ANY ERRORS, OMISSIONS OR INCONSISTENCIES IN THESE
CONTRACT DOCUMENTS ENTS OR THE AC'L'U` --L SiTE AND CONSTRUCTION
CONDITION'S SHALL 15E BROUGHT TO THE ATTENTIONS OF
ARCHITECTUIRZAL SERVICES.
1. EXTERIOR PLAN DIi"fE1NSION$ ARE TO FACE OF FOUNDATION
WALLS AND /OR OUTSIDE FACE OF WALL SHEATWW-
INTERIOR DIMENSIONS ARE TO FACE OF STUD FRAMING.
EXTERIOR WALLS ARE 4' THICK (3 -Ln" FOR 571-C)
FRAMING AND 1,7' FOR SHEATHING), INTERIOR WALLS ARE 3 -I.12"
UNLESS NOTED OT4EEFW -6E.
8. WINDOWS AS SECOPV EGRESS (SLEEPING AREAS) BHA: -L BE
MINIMUM 5.1 SQUARE FEET- THE MINIMUM NET CLEAR OPENING
HEIGHT DIMENSION SHALL BE 24 NC+4ES AND TAE MI?NfMil]'7 NET CLEAR
OPENING WfDTN SHALL 15E 20". THE SILL HEKGt41 6"A -L NOT BE --ERE
THAN 44 t% Cr 5 ABOVE FLOOR LEVEL_
9. SLIDING GLASS DOORS AND ALL GLAZED AREAS $:0JECT
TO HU'1AN IMPACT MUST BE SAFETY GLAZED -
�. 4�TAIR�A7 @:
A, INTERIOR STAIRWAYS SHALL NAVE A
MINIMUM OF 6'-8" ( FNISH TO FINISH) HEADROOM 8 -V4,-
MAJCIMUI RISER "EIGHT AND 5' MNPIU M TREAD LENGTH. THE
MINIMUM CLEAR WIDTH OF A STAIRUTAY SHALL BE 36 '. l R
TO PLANS FOR EXACT DRMENS<R*
B. HANDAILS: HANDRAILS SHALL HAVE A HEIGHT OF 34'
McASU, ED VERTICALLY FROM THE N06W -v OF THE TREAD
AND &4A4 -i_ BE PRIO,ADED ON AT LEAST ONE SIDE OF THE
8TAiR9iAY OF THREE OR MORE RISERS. TFE HANDCGRIP
PORTION OF THE HADRMLS SHALL NOT BE MORE THAN 2
5/6 INCHES IN CROW- SECTION DIMENSION MID HANDRAIL 6
PIR JECTING FROi'4 A (-WALL SHALL HAVE A SPACE OF NOT
LESS THAN ONE NCH iSETWEEN THE WALL AND THE
HANDRALL
C. GUARDRAILS: POFWY- ES, BALCCINIES OR RAISED FLOOR
SURFACES LOCATED MORE THAN 30 INCHES ABOVE THE FLOOR
OR GRADE BELOW SHALL. HAVE GUiIQDRAILS OF 36 INCHES IN
HEIG -n. OPEN SIDE OF 6TA1R8 WITH A TOTAL RISE OF
MORE THAW 30 INCHES ABOVE THE FLOOR OR GRADE BELOW
SHALL HAVE CA14RDRAILS OF 34 MNC4HES IN WEIGHT
MEASURED VERTICALLY PROM TAE NOSING; OF THE TtiEADS-
HOWDONTAL SPACING BETWEEN THE VERTICAL MEMBERS N
REQUIRED GUARDRAILS SHALL BE MAXIMUM OF FOUR W.44ES
AT THE NEAREST POINT 15ETUEEN THE MiEM$ERS"
;I. APPROVED SMOKE DETECTORS SHALL BE LOCATED ON EVERY
STORY OF THE DW,ELLWs UNIT, INCLUDING BASEMENTS. WHERE
MORE THAN ONE iS !REQUIRE!), ALL SHALL BE WIRED N SUC:4 A
MMIJ£Ree So THAT WRV N ONE IS ACTUATED, ALL WILL BE
ACTUATED"
11" FHRETn AGE C: 41MNEYS SHALL EXTERO AT LEAST TWO FEET
Htv►Ei! THAN ANY PORTION OF THE BUILDING WITHIN TEN
FEET, BUT SHALL NOT BE LESS THAN THREE FEET ABOVE TR4E
POINT UMIRE THE CHIMNEY PASSES THROUGH THE ROOF.
13. FIREPLACES SHALT- BE INSTALLED ACCORDING THE
MANUFACTURER'S SPECIFICATIONS.
14, NATURAL. LIGHT AND VE7NTiLATION MINIMUM
FEQJIREMIENTS:
A LIGHT AREA PER HAIMITABLE ROOMi: STIR OF BOOR AREA
B. VENTILATION AFEA PER ROOiM: 471, OF FLOOR AfW-A
B. ALU• Tf-W, GUTTERS AND DO LIN8POUtB SHALL BE
PIaCrADEV AS REQUIRED TO PROvtDE WATER FLOW AWAY PROM
R'IEDiATE MILDNG PERN"'ETER
Ib. PROVIDE ATTIC ACCESS OF 22" X 30" (MI imum) TO
ANY ATTIC SPACE UITH A 30' MNIM H CLEAR HEIGHT.
TT. ALL WALL AND CEILING FINISHES SHALL HAVE A
FLAME 61'READ C:LA661Fir -ATiON OF NO GREATER THAN 200
AND MAXIMUM Si9OiCE DENNTY OF 430.
FOOTING AND
FOUNDATION NOTES
1. LOT SHALL BE PfODVID'ED WITH ADEGIUATE POSITIVE
DR,AiNACsE AWAY PROM FOUNDATION WAL.L.S.
a
2. CON :RETE WORK SHALL HAVE THE FOLLOWWn SPEC1FtED
CC7-RE881VE STREwjTH AT I8 DAYS PSI.
.j
A BASEMENT WALLS AND FOUNDATION NOT EXPOSED
TO TRUE WEATHER
dB. BASQM$NT SLABS AND INTERIOR SLABS ON
ti GRADE, Ex --EPT GAIR46E FLOM SLABS
C. BASEMENT WALL6;.P XNPATtON WALLS. EXTERIOR
H WALLS AND OTHER V02TIC41. t.ONC1MTE UORK
y EX1008ED TO THE WEATHER
o D. POPtCl -ES, CARPO[2T SLA433 AND STEPS EXt°OSED
3 TO THE MATRER AND CoAk 0E FLOOR SL NB5
CONCRETE - NALX -C' TO FREEZWG AIL T44Att,7NG :?i1RtnIC:
CONSTRP.JCTtON SHHALL. BE A:R-EN71iZANED. !TEr16 C AND
D ABOVE ARE REaRlIRETD TO BE AIR - ENTRAINED. TOTAL AIR
CONTENT SHALL iSE Nor LES5 THAN 5% OR 1' O%ZE TH4N
17C.
3. FLOOR SLA06 6"ALL 25E NOMNAL 4 tN .iE5 TNirK C NrRETF
WiTH CONTROL JONTS D
AT INTERVALS NOT `10RE
TWAN 30' -0' Nv LAC.+4 DIRECT; --N CONTfROL JOiNT$ "tA?
13E OHITTED WwEN i x b •dv uijm `�'fNF01 1G 19
POCVVED. FMIEOVIDE 6 MIL.: OR A°Pf20VED) v :P0!2
BARRIER WITH 6 04CN LAIO°E D JONTS. VAPOR BARRIER
MAY 15E Of'rT1ED MOM DETA' -"E, GARAGES, DR4VE;ii,4Y5,
WALKS, PATIOS AND OTHER FAT aY-- K NOT LIKE--l- TO B
ENICLOBED AVD I -GATED AT A F,7dRi DAME OR BY T"E
BUILDDIG OF'FiCtAL, BASED UPON LOCAL SITE CON :'IONS.
4. THE BOTTOM OR ALL FOOTiNCs6 SHALL EXTEND TO FR05T
LONE- FaIdDAT1ON WAILS S.+4LL EXTEND. 6" (MiNtML; !)
ABOVE FINISH GRADE AD-! -10ENT TO FOUNDATiCN3 A' ALL
POINTS,
5. F°EMMETER IvSUL-ATION 04 C,f2ADE SLAB CONDITIO',', HALL
BE 1 -1/2" X 24" RIGID AND TO '3E 1*45TALLEI; BY THE
CONCRETE BUBC.OMMACTOR
6. PERR'ETER FOUNDAT104 DRAINS S+aALL BE INSTALLED AND
LOCATED AT THE BUILDER'S DISCRETION ACCORD;NG TO
LOCAL. 61TE AND CODE CONDITION$. DRAIN Di&:,WAd?t-xlr
5LIALL CONFORT"1 WITH AE'PRO'✓CD SITE PLAN.
1 CONCRETE ANCHOR BOLTS SHALL BE 1/2" DIAMTER BOLT5 OR
CODE APPROVED (6 GAUGE ZINC COATED CLIPS (STRAYS;
EMBEDDED IN CONCRETE 54-OCK OR POURED IN PLACE
CONCRETE WALLS (1' MINI -rl AT POURED CONCRETE WALLS,
15' MINIMUM AT CMIL "LL8) SPACED AT 4' -0" OZ.
MAXIMUM AND 12' MAXIMUM FROM CORNERS. ANCHOR STR?A°S
MAY BE F4WvIDED IN LIEU OF BOLTS ABOVE WITH SPACOJs
AS by MANUFACTURER RER AND ACCEPTED BY LOr -AL
CODE FLOOR PLATES AND SILLS TO BE SHI"LMED LEVEL"
USE METAL. SHINS ONL" BELOW ALL BEAMS,
8. SUMP PUMP TO BE INSTALLED AS REQUIRED AN'-> LOCATED AT
BUiLDERi:'"S DISCRETIOr1
�1 TOP COitBES OF CM11. FOUNDATION W4EL5 5HALL BE
FILLED SOLID, RNCLJDING THE GDU"R'SES DiRECTLY BELOW
STEEL BEAMS OR CORBELLED
10. CONCRETE FOM'fiCW TO BE ADEQUATELY TIED AND
BRACED- FORMS ARE NOT TO BE STRIPPED, NOR BACKFILL
PLACED AGAINST THE WALL UNTIL THE WALL HAS
SUFFICIENT STIRENGTH OR HAS BEEN BRACED TO F'FEVEN-
DAMAGE BY THE BA 11 FILL.
f!" CRAUL SPACES SHALL HAVE A MfNiMUM CLEAR HEIGHT
OF 16- AND AN ACCESS HOLE OF A MINIMUM OF 18" X 24 ".
12_ EXTERIOR FOUNDATION WALLS OF MASONRY
CONSTRRUCTION ENCLOSING BASEMENTS SHALL BE
DAMiPF440OFED BY APPLYING NOT LE85 THAN 3/8 INCH OF
PORTLAND CEMENT PAIE'sINCs TO T44E WALL FROM FOOTW -s Ti
FINISH GRADE. T14E PA r*Wi SHALL BE COVERED U:P,TH A
COAT OF APPROVED BITUMINOUS MATERIAL APPLIED AT THE
RATE EXTERIOR FOUNDATION WALLS OF
CONCRETE CONSTPLICTION ENCLOSING BASEMENTS SHALL BE
DAMPPFROOFED BY APPLYi -s A MINIMUM OF ONE COAT OF
APPROVED BITI" NOUS MATERIAL TO THE WALL L FROM T+-+r
FOOTING TO THE FiL164 GRADE AT THE RECOI7< MENDED RATE"
13. BUiLDWS FOUNDATIONS ARE DESIGNED BASED ON AN
AS6U M SOiL BEARRKs CAPACITY OF 2000 P.S.F.
ADDITIONAL E NSI EP1!!NG 16 REQUIRED iF SOIL BEARING
CAPACITY 15 LESS TWAR )000 PSF.
_STRUCTURAL NOTES
I. INTERIOR PARTITIONS SHALL BE 2 X 4 STUD CONSTRUCTION
UNTH L V GYPSUM BOARD, UNLESS OTHERWISE NOTED.
BEARW-s ULAL-L6 SHALL HAVE STUD PLACEMENT 16. or-
M1A)CU"Il't NON -LOAD BEARING: INTERIOR PARTITIONS SHALL
BE 14. O,G MAXR'IUt MOISTURE RESISTANT GYPSUM
BOARD SHALL BE F440"DED AT ALL SHOWER AND BATH AREAS
WITH 6MOOTW, HARD AND NON - ABSORBENT FINISHES.
FINISH MATERIAL AND MOISTURE iRESISTAtNT GYPSUM BOAFCD
WITHIN TIE IMMEDIATE SHOWER AND BATH AREAS SHALL
EXTEND 6' -O' ABOVE FINISH FLOOR"
2. ALL EXTERIOR WALLS SHALL BE SHEATHED WITH 142 -
8HNEATHNGL METAL LET -N BRACING SHALL BE INSTALLED
PER CA"TRUCTION DOCXt*NTS AND SHALL 13E LET INTO THE
TOP AND BOTTOM PLATES AND THE NTERVETNNG STUDS,
PLACED AT NOT MORE THAN 60' NOR LESS THAN 45' FRtOM
THE HORIZONTAL AND ATTACHED TO THE FRAMING iN
00FaFi?'1ANCE WITH THE MANUFACTURER'S SPECIFICATIONS.
3. ALL BASEMENT NTEIRIOR BEARING WALLS 844ALL. BE
SHEAT}4ED WITH A MINI IJI OF 1/2" GYPSUM BOARD ON ONE
SiDE
4. T"E MINiMl"1 GRADE AND ALLOWABLE STRESSES FOR
STI�IGTURAL
MEMBERS ARE:
A STUDS 6PF STUD GRADE OR BETTER
B. JOIST . SYP 02, "MCI, 1 R 14p_P�(
CREFSTITNE MIE1'1BER USES)
C. LVL LAMINATED BEAMS - B2_ 2W5 Psi
D. TR16SE6 (ROOF AND FLOOR) - AS PER ENGINEERING
RECLURET ENTS
S. DESIGN LIVE LOADS- ARE:
BALCONIEb (EXTERIOR) fr l 11F
DECKS
GARACGES (PASSENGER CARS ONLY) S¢ LgSI&F
ATTICS rNo STORAGE WITH ROOF SLOPE
NOT STEEPETR THAN 3 N 12)
ATTICS (LIMITED ATTIC STORAGE);,/,
DWiELLW -s UNITS (EXCEPT SLEEPING ROOMS) 4Q_L,p
43LEL°Pltti Rooms
STAIRS
6" OPENINGS OETWJE N CoARAGE AND RESIDENCE 5-ALL BE
EQL11P'PW UNTH'.IOLID WOO OR 20 MINUTE FIRE RATED
i1'JUAATED HOLLOW METAL DOORS NOT LESS THAN 1-3/5"
ro-g IC ALTNONGH MAY IN'DiCATE SELF - CLOSING
DOOR T4416 15 NOT iIED B" CODE AND WALL NOT
BE f°FeC3V10ED.
1. THE CsARAGE SHALL I'SE COMPLETELY SEPARATED FROM THE
RE611DENCF AG ATTIC AREAS BY !I) DYER V2" GYP&A? BO•�y -J
APPLiEVTO GARAGE 60E.
E =,L:. T}?:Jg3E5 4t2'E °J'- u'-'��:D Atd,> CERT'FiED �+? •i
GI$TERED ENG,VE£Q .VD "=_=T TGt " .'S�LFt«.T IREf2
M,14"Li ' RE',PJAREMENTS.
' AL-t iN CONT.I -T ;:)'Tt4 CO'v Q�CTE LE55 "N44N
6" FROM !vRADE 16 TO BE PFRE564RE TREATED
ruo± 1- ANSZEV).
I'-- +{ FO -LOUNG FLOOR 5Y5TEt" 15 AF5 OFFEND. RE= ER
-G DF24aN -G5 4"w7'OR Ci;S'O ER 3cLc T;O� y,+c�' FCN2
SUixLOOR MATFRIAL
3/4" TO►zstJE AND s'"'O'F °LY1lXJi) OR 0S3 (Of2IENT =-D
3TRA14✓ BOARD). 6 UED AND NAILED ON 2x4
P* %!NEFRfNG ;JOOJ "CC<R TR4i55E5 • 24' C C.
+SRO ✓I:.?E 2kb STt.3,'1.�sg.:.C+cG =.S LO:A??_ +J ON i�L"1iN!s
F'L �A4:i
N0 GJrT!Nf j, Cf-2 '"OD?FiC "10". SN.:L'- BE
"LADE TO ANT' TRt~c,-SE5 WIT.+O',JT THE AFIF "<ip ✓A.. OF
AR-,k4,TECTURAL SER vlt ES
'3. FtF.i5TOPFFNG SHALL Bc F'SZ V`DED TO GUT OFF ALL
CONCEA EZ> DRAFT Of'ENIN*5 4'1307"+ VERTICAL AND
HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE 5AR1141 =R
BETWEEN STORIES, AN.D BETtLEEN ATOP STORY AND THE ROOF
5P CE. FfRESTOPPff iS SHALL BE PROVIDED IN THE
r-C LOW;N"G -' OCATIONS:
A IN CONCEALED SPACES OF STUD WAI L-5 AN'D
PARTITIONS NCLJDW -2 FURfP-ED SFIAC -ES, AT T,4E CML{NG
AT FLOOR LEVEL
5. AT 4 L_ NTERCONNECTTONS BETif.;EEN CONS -EALED
VERTICAL AND HORIZONTAL SPACES 5UCH AS OCCUR AT
SOFF!TS, DROP CEiLNG5, COVE CEILINGS, ETC.t
N CONCEALED S+PAC.E5 BETWEEN STAIR STRINGERS AT
THE TOP AND BOTTOM OF THE RPNt
D AT OPE N;NGS AaOUNL> VENT, PIPES, DUCTS, CH1MNEY3
AND FIREPLACES AT CEILING AND FLOOR LEVEL, WITH
N04COMe,J5T15LE MATERIALS"
EXCEPT AS F`ROVIDcD W ITEM D ABOVE, FIRESTOPFitdG
SHALL CON513T OF TWO INCH NOMINAL. LUMBER, OR TWO
TH1;JCTE55E5 0-1 ONE IWSH N01"f!NAL. LUMBER UT" BROKEN
LAP JOINTS. THE tNTEGR; Cr ALL FIfESTOP'a $+ -TALL BE
rIAINTAIN;rD
14. DRAFT'$TOPF`ING SHALL BE FROVIDE'D IN ALL FLOOR-
CEILING ASSEEMBLiES C4.-DER THE FO- LOWING
C iRCUIST ANCE&
Li CEILING iS SUSFEIkIED 13N -nER Ti}E FLOOR 9R.3M Cnt
8, FLOOR FR- 4"iiN_a 15 CONS T R -;r --ED OF TQU55 -7YPE CR
OPEN UEM PERF -,ED "V-iPER5.
iN FLOOR.'CE:LR4Cs A- 05EMB -I IE5 WHERE THE AREA 15
GREATER THAN IC00 SQUARE FEET, THE SPACE BETWEEN THE
CEILING- ME- EWANES AND FLOOR SHALL BE DIVIDED INTO
TLO OR MOFM APPROXIMATELY EGa14L AREAS U.7TH NO AREA
GREATER THAN 1.000 SQUAD FEET. DRAFTSTOPPING SHALL
BE PROVIDED P4RA;1_EL TO THE MAIN FR.4' -?fNG MEMBERS.
DRAF'TSTOPPINCs MATERIALS SHALL BE NOT LESS THAN 1/2
NC;H GYP6UI-I BOA,QD, 3/8 NC-H4 PLYWOOD, 3/8 INCH TYPE 2-
M -W PAR ICLE 50ANC , OR OTHERR APPROVED MATERIALS
"-S�,EO'aATELY SLL==ORTED- THE INTEGR2'TY Cr ALL
DRAFT$TOPS SHALL BE MANTAINED.
t5. ALL MULTIPLE 2 X HEADERS AND MULTIPLE LVL SEA• .5
TO BE FASTENED TOGETHER AT TOP AND BOTTOM INTO EACH
ADJACENT MEMBER WiTH (MNiM'MU T1U0 ROWS OF I6D NAILS
• ?2 INCH O.C.
Lb" ALL BEAMS WiTH FLiTCH+ PLATES ARE TO 13E BOLTED
TOGETHER WiTH In INCH DIAMETER BOLTS AT 12 INCH
Oi✓. STAGGERED TOP AND BOTTOM WITH TJJO BOLTS AT EACH
END UNLESS OTHERWISE NOTED.
11" NOTCHES IN BEARING WALL 6TUD5 SHALL NOT EXCEED
25% OF THE STUD WIDTH AND NO HOLES ARE TO BE BORED
GREATER THAN 40% OF THE STUD WIDTH.
I& NO HOLES OR NOTCHES ARE ALLOWED IN BEAMS
UPTHOUT THE APPROVAL OF ARCHITECTURAL SERVACES-
19. TYPICAL ROOF C40N6TRUCTION 15 TO BE 1/16 NCH
ROOF SHEATHING (46'W. RICAN PLYWOOD ASSOCIATED RATED)
WITH 60 FELT AND C011P JSiTfON QOOF SHINGLES"
20, BALLOON FRAMING SPECIFICATIONS:
A: 2 X 4 WALLS
SIZE, SPECIES t SPACING
MAXIMUM STUD HEIGHT
(i) 2 X 4 51'F!1 • 16" OZ
li) 2 X_4 -2 • 12" OZ;.
(2) 2 X 4 &FF •1 • V OG. _
'4'4 1/4" -- -
-
(3)2X45PF02 sib "OG.
SPAN
(3) 2 X 4 51°F -2
5: 2 X 6 WALLS
SiZE, SPECIES s SPAGIi''G
MAXIMUM STUD HEIGHT
2 X 6 5YP #2 • 16" OG.
19' -b"
-(1)
(1) 2 X 6 51-P ^s • 12" Os _
21'-5 V4"
(1) 2 X b SYP M 16" O.C.-
(1) XbS '1•121 OM.
21. STEEL Li!NTELS SUPPORTIW -s ML.SONRY VENEER ARE AS
FOLLOWS
LINTEL SCHEDULE
- -- -- --
HEIGHT OF VENEER ^- -- - -
IIAX
I
GREATER
THAN
SPAN
8"
t6" 24"
32'
A.1
BRYG
3' to 6'
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1-3,5x55x
3"
-- ,_, ---
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?5_
025
025
025
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�33,x35x L35x35x
8.11-
L35x35x
14x3Sx
L5x35x
3"
_
O ?5
_OT5_
03f2�S
-
_025 _
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03
22. A5 RECURRED BY LOCAL CODE, BRICK VENEER (WHERE
INDICATED ON PLAN3) TO HAVE 22 GAUGE !MINIMUM)
r'ORRtJ('sATED, GALVANIZED STEEL WALL TIES AT Wo NCH
OC. HORRIZONTAL AND 24 FNCH OL. VERTICAL. PROVIDE
CONTMUi0U5 BASE W;T:H UIEEP HOLES AT 4'0"
O�. MAXIltUF'l.
23.
ALL STR,J--TURALI STEEL SHALL CONLF9%!M TO ASM
SP£CIFiCATiON A36. PiF C4OLP-I45 AND BASE /CAP PLATES
6.4 ALL CONFORM TO A°•TM± SPECFICATIONS A501 AND A53.
24. ALL WOOD C:OU.LI-MS TO BE TO CONCRETE
WITH METAL STANDOI+, ALL 5`EEL SURFACES OF STEEL
C.OLLPIN3 SHALL ME St-40P COATED OF fiU5T- M4181TI'✓E
PAINT OR EQUIVALENT,
MECHANICAL AND
PLUMBING NOTES
1. ALL ."EC"ANiCAL, ELECTiRiGAL AND PLUF f 5iNG Wow $HALL
COi'1PLY WITH STATE AND NATIONAL CODES, AS WELL AS,
!_Gt AL GOVERNING CODES AND /OR ORDNANCE&
2. ALL PIPES, DUCT'S, `,/FITS, uilRiN6 AND GH' WHICH
PENETRATE CEILW55 DIRECTLY BELOW T", S OR fC:)`F �
A-0- ?, !E$ SHALL BE FIRE5TO,-"=lED. �
r
3. ALL EXHAUST FAuN5 SHALT" By VENTED TO OUTSIDE AIQ ✓ ft
(EXCEPT) Q4WxE TOP.
4. 13ATHROCI -16 WITHOUT WINDO(L6 SHALL. HAVE AN APPROVED ;
MECHANIC-41 VENTILATION 3Y31E- T1 CAP4Pi_£ OF f^DJCi*G�
CH 1NGE OF AIR EVER'!'' TWELVE M%j l E-S. BATHROC iM
EXHAUSTS SHALL BE VENTED DIRECTLY TO THE OUTSIDE.
5. ATTIC VENTILATION: THE NET FREE VENTILATING AREA y N� '
SHALL 13E NOT LESS THAN i TO 150 OF THE AREA OF TW v (i
SPADE VENTILATED EXCEPT THAT THE AREA MAY USE 1 fib - a 4
300, PROVIDED AT LEAST 50 PERCENT OF THE REQUIRE
VENTILATING AREA IS PROVIDED BY VENTILATORS LOCH 4 k,
IN THE UPPER PORTION OF THE SPACE TO SE VENTILATED ,A,
AT LEAST THREE FEET A50vE EAVE OR CORNK.E VENTS WITH
THE BALANCE OF T�-IE REQUIRED VENTILATION PRO IDED
EAV£ OR CORNICE VENTS. THE N>=T i C -4iss-
VENTILATiON AREA MAY BE NOT LESS THAN 1 TO 300 OF
THE AREA OF THE SPACE VENTILATED WHEN THE VAPOR
BARRIER HAVING A TRAN`MIS840N RATE NOT EXCEEDING I
PEW 16 INSTALLED ON THE WARM SiDE OF THE CEILING.
AIR INFILTRATION NOTES
I. CONTRACTOR SHALL fN5TALL FIBERrsLASS SILL SEALER
BETUEEN ALL SILL PLATES AND TOP OF FOUNDATION WALL.
2. CANTR.'AGTORR6 614ALL GLUE AND SEAL PLATES AT FLOOR AND
CEILING, AND ALL WINDOW AND FLOOR FLANGES /JAp11 5
PRIOR TO AND DURING ERFCTfON
3. ALL 6HEATHIN63 PENETRATIONS DURING C:ONSTRUCTiON SHALL 5E PATC:4ED
AND REPAIRED ACCORD NS TO MANUFACTURERS SPEC11FiCATiONS.
INSULATION NOTES
1 THE FOLLOWING tsFOR" AT1ON DES- -RiME6 RYLAN'J'8 MtNIMJM
ENERGY CONVERSATION PACKA.E. INSULATION CONTRACTORS
ARE HEREBY REQUIRED TO BID AND INSTALL INSULATION BY
THIS SCHEDULE UNLESS NSTRtJC I ED N Ut1RITNG BY
RYLAND TO DO OTHERWISE.
2. C:ElLlt� - R -38 BLOWN WOOL OR Ft5ERGs -ASS_
3. CATHEDRAL CEILINGS - R -30 BATT INSULATION WITH KRA FT
FACE VAPOR BARRIER DOJ.N"
4. EXTERIOR WALLS - R -13 BATT INSULATION WITH KRAFT
FACE VAPOR BARRIER TO INSIDE.
5. EXTERIOR BASEMENT EX?'OSEED FOUNDATION WALLS - RiO.
b" FLOORS AT OVERNANCs5 - R -M BATT INSULATION WITH
KRRAFT FACE VAPOR BARRIER UP.
1. FLOORS OF HABITABLE SPACE OVER GARAGE AND CRAULL
SPACE - R -30 MATT INSULATION WiTH KRAFT FACE VAPOR
BARRIER TO INSIDE.
ELECTRICAL NOTES
L ALL ELECTRICAL INSTALLATION SHALL MEET THE REQUIREt'IENTS OF Tie
NATIONAL ELECTRICAL CODE. ALL MATERIAL AND EQUIPMEM SHALL BEAR
THE LABEL OR APPROVAL OF THE UNDERWRITERS LABORATORIES, INC.
2. ELECTRC.AL CONTRACTOR SHALL, BEFORE CONSTRUCTION, VERIFY
SPACE REQUIRED FOR METER INSTALLATION AP-0 SHALL iNOTFT
GENERAL CONTRACTOR AND AR- W;TECT OF ANY PROBLEM
3. NO POINT AL-ONCs FLOOR LiNE MEASURED HORIZONTALLY
SHALL BE MORE THAN 6' -0" PROM A RECEPTACLE OUTLET.
4. VERIFY LOCATION OF ALL RECEPTACLES FOR APPLIANCES
WITH MANUFACTURER'S SPECIFICATIONS.
5. GROUND FAULT INTERC- EPTERS SHALL BE PRj�)/IDED AT ALL
BATHROOi`1 OUT LETS IDER THE NATIONAL ELECTRICAL CODE.
b. ALL SWITCHES TO BE 4' -b" ABOVE FINISH FLOOR TO
CENTER LINE OF SWITCH LK-ESS OTHEOW5E NOTED.
1. ALL CONVENIENCE OUTLETS ARE I' -0" A13OvE FINISH FLOOR
TO CENTER LINE OF OUTLET UNLESS OTHERWISE NOTED.
8. ALL CONVENIENCE OUTLETS WfT+•4 SWITCHES TO BE 5WITC44ED
AT TOP ONLY.
S. ALL EXTERIOR WALL 5RL.CJGET FIXTURES TO BE 6' -0' ABOVE
FN15H FLOOR TO CENTER LINE OF FiXILIRE.
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!- INDIANAPOLIS NOTES
7 1t f+
i. MIONARC.44 SPECIFICATIONS: EXTERIOR WOOD iIRI'f 15 NOT PER PRINT. IN AN
EFFORT TO PROVIDE A LOWER MAINTENANCE HXTER!OR, WOOD TR?M 18 USED
ONLY AROUND GARAGE£ DOORS, FRONT NT DOORS, AND FRONT POieC'4HE5.
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2. PREMIER (HiGH-SWING) SPECIFICATIONNS: (INCLUDING 0QADLEY,.fWIARUi00D, s ti
CARLISLE, GENEVA, HAMILTON, M HE
ANCSTER PRESTW1�, AND UkSTON)
EXTERIOR WOOD TRIM iS NOT PER Ps..4NT" ALL WOOD FASCIA RECEIVES WOOD, s '
SOFFIT. ONLY FRONT- FACING l'1OOD TRIM iS STANDARD. SIDES AND RFAAR TRRI ,
15 A4-tA'111CJM OR VINYL URA,°PED. (WOOD TRIM AT SIDE-5 AND NeAR 16
AVAILABLE AS AN OF'Ti0 ":).:
ull
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!- INDIANAPOLIS NOTES
7 1t f+
i. MIONARC.44 SPECIFICATIONS: EXTERIOR WOOD iIRI'f 15 NOT PER PRINT. IN AN
EFFORT TO PROVIDE A LOWER MAINTENANCE HXTER!OR, WOOD TR?M 18 USED
ONLY AROUND GARAGE£ DOORS, FRONT NT DOORS, AND FRONT POieC'4HE5.
�s
2. PREMIER (HiGH-SWING) SPECIFICATIONNS: (INCLUDING 0QADLEY,.fWIARUi00D, s ti
CARLISLE, GENEVA, HAMILTON, M HE
ANCSTER PRESTW1�, AND UkSTON)
EXTERIOR WOOD TRIM iS NOT PER Ps..4NT" ALL WOOD FASCIA RECEIVES WOOD, s '
SOFFIT. ONLY FRONT- FACING l'1OOD TRIM iS STANDARD. SIDES AND RFAAR TRRI ,
15 A4-tA'111CJM OR VINYL URA,°PED. (WOOD TRIM AT SIDE-5 AND NeAR 16
AVAILABLE AS AN OF'Ti0 ":).:
ull
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