HomeMy WebLinkAbout1015.95.1GENERAL NOTES
i- THE ATTACHED PLANS AND SPECFICATIONS AJQE THE SOLE
PROFM=!FTY OF THE RYLAND GROUP, INC. ANY UNAUTHORIZED
USE OF THESE PLANS WITHOUT THE WRITTEN CONSENT OF THE
RYLAND GROUP, INC. IS PROHIBITED.
2. RYLAND COUP, INC. DESKat4S AND BUILDS HOUSING AS
SET FORTH 15Y THE FORMAT AND PROVISIONS OF THE "CABO ONE
AND TWO FAMILY DWELLING CODE', MW EDITKJPL ALL
CONSTRUCTION SHALL COMPLY WITH SAiD CODE AS WELL AS ALL
LOCAL GOVERNING CODE6 AND /oR REGULATIONS. ANY NON -
CONFORMW.x DOCUMENTS DISCOVERED BY THE CONTRACTORS OR
HIS ACA94T6 SHALL BE CALLED TO THE ATTENTION OF THE
MICKEST ARCAiTEGTURAL SERVICES OF RYLAND GROUP, INC-
(513) 611 -8854.
3. THESE PLANS ARE NOT TO 13E SCALED FOR CONSTRUCTION
PURF''OSES. DIMENSION LEES AND NOTES SUPERCEDE ALL
SCALE REFERENCE.
4. THESE PLANS ARE SUBJECT TO MODIFICATION A$,
NECESSARY TO MEET CODE REQUIREMENTS AND/OR TO
FACILITATE MECH N CAL/ELECTRIGAUPLUMBING INSTALLATION
AND/OR TO NCORf'ORATE DESIGN IHPROYEMENTS. ANY
INTENTION TO MODIFY THESE PLANS MUST BE APPROVED N
WRITING BY ARCHITECTURAL SERVICES.
5. THE CONTRACTOR SHALL VERIFY ALL v D.��Ii'1TtI�SIONS AND
6�ORMATNON N THESE CONTRACT DOCUMENTS. CONTRACTOR
SHALL SURVEY THE PROJECT AND 15EC40ME FAMILIAR WITH
EXISTING CONDITIONS ANJ SCOPE OF WORK INCLUDING BUT NOT
LIMITED TO BUUILDNG6, SITE AND SOIL BEARRJCs CONDITIONS.
b. ANY ERRIOR3, OMISSIONS OR k4CONMTENGE6 N THESE
CONTRACT DOCUMENTS OR THE ACTUAL SITE AND CONSTRUCTION
CONDITIONS SHALL BE BROUC*4T TO TiE ATTENTIONS OF
ARCHITECTURAL SERVICES.
1. EXTERIOR PLAN DIMENSIONS ARE TO FACE OF FOUNDATION
WALLS AND/OR OUTSIDE FACE OF WALL SFEATH04C4.
INTERIOR DIMENSIONS ARE TO FACE OF STUD FRAMNCs.
EXTERIOR WALLS ARE 40 THICK (3 -U2' FOR 61W
FRA1"(Nrs AND 1/2' FOR SHEATHING), INTERIOR WALLS ARE 3 -1/2'
UNLESS NOTED 6E.
8. W W4DOW6 AS 6ECOND BC4QES6 (SLEEPING AREAS) SHALL BE
MINIMUM 5.1 SaJARE FEET. THE MINt1U1 I NET CLEAR OPENING
HEICsHT DIMENSION SHALL BE 24 W_4. 8 AND THE MINIMUM NET CLEAR
OPENING WIDTH SHALL i5E W. THE SILL HEIGHT SHALL NOT BE MORE
THAN 44 INCHES ABOkE FLOOR LEVEL
S. SLIDING GLASS DOORS AND ALL GLAZED AREAS SUBJECT
TO HIU MAN MPACT MUST BE SAFETY GLAZED.
10. STAIRHUAYS:
A INTERIOR 6TAh;UAYS SHALL HAVE A
MINIMUM OF 6'-8' (FINISH TO FNISHU HEADROOM, 6-114,'
MAXIMUM RISER HEIGHT AND 9' MMU1 TREAD LENGTH. THE
MINIMUM CLEAR WIDTH OF A STAIRI"Y SHALL BE 36'. REFER
TO PLANS FOR EXACT DIME N�
B. HIANDAILS: HAiJDRAIL.S SHALL HAVE A HEIGHT OF 34'
MEASURED VERTICALLY FROM THE NOSING OF THE TREAD
AND SHALL BE PROVDED ON AT LEAST ONE SIDE OF THE
STAIRWAY OF THREE OR MORE RISER4. THE "4X.Aq °
FIORT1ON OF THE HAKMAILS SHALL NOT BE MORE THAN 2
5/6 NCHE6 N CRiOSe-SECTION DIMENSION AND HANDRAILS
PRODCTNG FROM A WALL SHALL HAVE A SPACE OF NOT
LESS n"4 ONE NCH BETWEEN THE WALL AND THE
HANDRAIL
C. GUARDRAILS•. PORGHE6, BALCONIES OR RAISED FLOOR
WRiFAC1E 6 LOCATED MORE T14AN 30 INCHES ABOVE THE FLOOR
OR GRADE BELOW SHALL HAVE GUARDRAILS OF 36 INCHES N
HEIGHT. OPEN SIDE OF STAIRS WITH A TOTAL RISE CF
MORE THAN 30 INCHES ABOVE THE FLOOR OR GRADE BELOW
SHALL HAVE GUARDRAILS OF 34 INCHES N HEIGHT
MEAbUFIED VERTICALLY PROM THE N06NG OF THE TREADS.
HORIZONTAL SPAC440 BETWEEN THE VERTICAL- MEMBERS N
REQUIRED GUARDRAIL6 614ALL BE HAXR'E,M OF FOUR INCHES
AT THE NEAREST POINT BETWEEN THE MEMBERS.
IL APPROVED SMOKE DETECTORS 664AL-L BE LOC',ATEp ON EVERY
STORY OF THE INEI I HI's WIT, NICLWWs BASEMENTS. WHERE
MORE THAN ONE IS REC.>IJIRED, ALL SHALL BE WIRED N SUCH A
MANNER 60 THAT WI-EN OPE 16 ACTUATED, ALL WILL BE
ACTUATED.
t2. RF&) -LACE C 4PI EY6 SHALL EXTED AT LEAST TWO FEET
HIGHER THAN ANY PORTION OF THE BULDNCs WITHIN TEN
!FEET, BUT SHALL NOT BE LESS THAN THREE FEET ABOVE THE
FONT WHERE THE C 4I FEY PASSES TH4 40" THE ROOF.
0. FIREPLACES SHALL BE INSTALLED AccORDNG THE
MANUFACTURER'6 SPECIFICATIONS.
14. NATURAL LIGHT AND VENT"TION MOST M
REQUIREMENTS,
A LIGHT AREA PER WABiTA -E ROOM: 8% OF FLOOR AREA
B. VENTILATION AREA PER ROOM: 4% OF FLOOR AREA
15. ALUMMR1 GUTTER6 A O DOWNSPOUTS SHALL BE
PEED AS R+EQUNQED TO PROVIDE gLATWR FLOW AWAY FROM
1"MIATE BUILDING PERIMETER
16. PROVIDE ATTIC ACCESS OF 22' X 30' (MINtMIM) TO
ANY ATTIC SPACE UXTF4 A 3W MNIMUM CLEAR HErxWT.
i�. ALL WALL AND CEILING FINISHES SHALL HAVE A
FLAME SPREAD CL.ASSIFICATiON OF NO GREATER THAN 200
AND MAXIMUM SMOKE DENSITY OF 450.
FOOTING AND
FOUNDATION NOTES
1, LOT SHALL BE PROVIDED PATH ADEGUATE POSITIVE
DRAINAGE AWAY FROM FOUNDATION WALLS.
2, CONCRETE WORK SHALL HAVE THE FOLLOWING SPECIFIED
COMPRESSIVE STREMSTH AT 26 DAYS M.
a A 13ASEMENT WALLS AND FOUNDATION NOT EXPOSED
z TO THE WEATHER
J • GOv, CRETE 9iIEWECT TO FREEZ(NCs AND THALU!NCs DUR!'45
C.ONSTRLC_Ti3ON SHALL BE A!R- ENTRAINED. ITEMS G AND
D AB0'.1E ARE REQUIRED TO BE AIR - ENTRAINED. TOTAL Air-:
CONTETIT SHALL BE NOT LES- THAN 5% OR MORE THAN
1%.
3. FLOOR SLA955 SHALL BE NOMINAL 4 INCHES THICK CONCRETE
WITH CONTROL JOINTS SPACED AT INTERVALS NOT MORE
THAN 30' -0' IN EAC44 DIRECTION. CONTROL. JONT5 MAY
BE OMITTED WHEN (2 X 6 '10 W-UM. 15
PROVIDED. PROVIDE b MIL. (OR APPROVED) VAPOR
BARRIER WITH 6 NCH LAPPED JOINTS. VAPOR BARRIER
MAY BE OMITTED PROM DETACHED CsARAGES, DRIVEWAYS
WALKS, PATIOS AND OTHER FLAT WORK NOT LIKELY TO BE
ENCLOSED AND HEATED AT A FU T,1RE DATE OR BY THE
BUILDING OFFICIAL, BASED UPON LOCAL SiTE CONDITIONS.
4. THE BOTTOM OF ALL FOOTINGS SHALL EXTEND TO FROST
LINE. FOUNDATION WALLS SHALL EXTEND 6" (MNI"I'I)
ABOVE FNISH GRADE ADJACENT TO FOUNDATIONS AT ALL
FONTS,
5. PERIMETER INSULATION ON GRADE SLAB CONDITION 5+44LL
BE I -112" X 24' RIGID AND TO BE INSTALLED BY THE
CONCRETE 6U5C4 (TRACTOR
6. PERIMETER FOUNDATION DRAINS SHALL BE INSTALLED AND
LOCATED AT THE BUILDER'S DISCRETION AC(..OFRDiNG TO
LOCAL SITE AND CODE CONDITIONS. DRAIN DiSCHAR: sE
SHALL CONFORM WITH APPROVED SITE PLAN.
1. CONCRETE ANCHOR BOLTS SHALL BE I/2' DIAMETER BOLTS OR
CODE APPROVED 16 GAUGE ZINC COATED CLIPS (STRAP'S)
Et IBEDDED N CONCRETE BLOCK OR POURED IN PLACE
CONCRETE WALLS (1' MINIMUM AT POURED CONCRETE WALLS,
151 MNIMUM AT CP111 WALLS) SPACED AT 4' -0" OZ.
MAXIMUM AND 0' MAXIMUM PROM CORNERS. ANCHOR STRAP'S
MAY BE F4WVIDED N LIEU OF BOLTS ABOVE WITH SPACW_x
A6 RECOf ME1ND' 'ED BY MAN.FACTURER AND ACCEPTED BY LOCAL
CODE. FLOOR PLATES AND SILLS TO 13E SHIMMED LEVEL.
USE METAL 6HM8 ONLY BELOW ALL BEAMS,
S. SUl1P PUMP TO BE INSTALLED AS REQUIRED AND LOCATED AT
BUILDER'S DISCRETION.
9 TOP coUR.''S. ES OF C1111 FOUNDATION WALLS SHALL EE
FILLED SOLID, INCLUDING THE COURSES DIRECTLY BELOW
STEEL BEAMS OR CORBELLED C. M11
10. CONCRETE FORMtWORC TO BE ADEQUATELY TIED AND
BRACED. FOR3M8 ARE NOT TO BE STRIPPED, NOR BAC.KFILL
PLACED AGAINST THE WALL UNTIL THE WALL HAS
SUFFICIENT STREWjTH OR HAS BEEN BRACED TO Ff•EVENT
DAMACaE BY THE BAGi FILL.
iL C-RALLL SPACES SHALL HAVE A MINIMUM CLEAR HEIGHT
OF I6' AND AN ACCESS HOLE OF A MINIMUM OF IS' X 24 '.
12. EXTERIOR FOMOATiON WALLS OF MASONRY
CONSTRUCTION ENCL 6Wa BASEMENTS SHALL BE
DAM°PROOFED BY APPLYING NOT LESS THAN 3/6 INCH OF
PORTLAND CEMENT PAJr<sIM's To THE WALL FROM FOOTiNGS T4.4E
FINISH GRADE THE PARCsLW -s SHALL BE COVERED WITH A
COAT OF APPROVED BITUMINOUS MATERIAL APPLIED AT THE
IREC411MEmDED RATE EXTERIOR FOUNDATION WALLS OF
00t' TE CONSTRUCTION ENCLOSING BASEMENTS SHALL BE
DAMPPROOFEp BY APPLYINCs A MINIMUM OF ONE COAT OF
APPROVED 151TUHW40M MATERIAL TO THE WALL FROM THE
FOOTING TO THE FNi6H GRADE AT THE RECOi M- 1ENDED RATE.
13. BUILDING FOUNDATIONS ARE DESKaNED BASED ON AN
A6SjMW 6M BEARING CAPACITY OF 2000 PSF.
ADDITIONAL EN304EE 4G IS REQUIRED IF SOiL BEARING
CAPACITY IS LESS MAN 2000 Pa°F.
STRUCTURAL NOTES
L INTERIOR PARTITIONS SEAL -L BE 2 X 4 STUD CONSTRUCTION
WITH In- GYPSUM BOARD, UNLESS OTHERWISE NOTED.
BEARING WALLS SHALL HAVE STUD PLACEMENT W6' O.C.
MAXMItt NON -LOAD BEARING INTERIOR PARTITIONS SHALL
BE 24. OC_ MAXi"1LM. MOISTURE RESISTANT GYPSUM
BOARD SHALL BE F'ROVIDED AT ALL SHOUTER AND BATH AREAS
WITH SMOOTH, WARD AND NON- A580RI5ENT FINISHES.
FINISH MATERIAL AND MOISTURE RESISTANT GYPSUM BOARD
WITIHW THE II"f1EDIATIE SHOWER AND BATH AREAS SHALL
EXTEND b' -0' ABOVE FINISH FLOOR
2. ALL EXTERIOR WALL6 SHALL BE SHEATHED WITH 1/2'
6HEATHNG. METAL LET-IN DRACNG SHALL BE NBTALLED
PER CONSTRUCTION DOCUMENTS AND SHALL BE LET INTO THE
TOP AND BOTTOM PLATES AND THE INTERVENING STUDS,
PLACED AT NOT MORE THAN 6O' NOR LESS THAN 45' FROM
7
THE HORIZONTAL AND ATTACHED TO T1E FRAMING IN
C WOR"IANCE WITH THE MANUFACTURER'S SPECIFICATIONS.
3. ALL BASEMENT NTEEROR BEARING WiAt.LS SHALL BE
SHEATHED WITH A MINIMUM OF In" GYPSUM BOARD ON ONE
50E.
4. THE MiNI"RUM GRADE AND ALLOWABLE STRESSES FOR
61114JCTURAL MEMBERS ARE:
A STUDS SPF STUD GRADE OR BETTER 132 • 650 f °M
B. JOIST 6YP 4, MCM, H2 - 14CO t!%
(REPETITIVE MEMBER USES)
C. LVL LAMINATED BEAMS • ��2P}zl
D. TRUSSES (ROOF AND FLOOR) • AS PER ENGNEERtWs
REa1MREMEMS
5. DES"41 LIVE LOADS ARE:
BALCONIES (EXTERIOR
DECKS 4sTr.iJ3$.'�
GARAGES (PASSENGER CARS ONLY) `VQ_LEk_1'>F
ATTICS (NO 6TORAGE WITH ROOF SLOPE
NOT STEEPER THAN 3 IN 12)
ATTICS (LC"ITED ATTIC STORA(:E) _LB7'SF
DWELLMG UNITS (EXCEPT SLEEPING ROOMS: 401,@`Z5F
SLEEF'1'NG ROOMS 40 125_ p.TF
STAIRS 4Q_L° -!�:
b A L a ��� - a-tt!PFD AND GERT',Fi^D BY A
fci-'v1 ° "ti �: (= NCi;NE _F2 AND .'"!EET P° iMANLFA.-_TURER
N __T1� 1 o s.
a !-L t_ 1'-1P_1ER (h CG FrTAG? W.T44 CONCFv!ETE AND /OR LESS THAN
8 FROM GRADE iS TO BE P1Zr9°rtty TFQE-ATED
(t i ✓i_ "ANT=cD)
.a. TOE FOLLOWING POOR 6Y5TET15 ARE OFFERED, F;"1-fR
TO DRAWINGS AND /OR GU TOi ER SELECTION 54:EET FOR
5U5F1_OOR MATERIAL.
A. 3/4" TONGUE AND GRO /E PLYWOOD OR 058 (ORIENTED
STRAND BOARD), GLUED AND NAILED ON 2x4
ENGINEERING U)OOD FLOOR TRJ95E5 • 24' O.G.
11. FRO,/IDE 2x.6 5TRON A3ACKS AS LOCATED ON FRA""NG
PLAN .
12. NO CUTTING, NOTCHNCs OR MODIFICATION SHALL BE
MADE TO ANY TRUSSES WITHOUT THE AFVfZOVAL OF
ARC_HITEGTJRAL SERVICES.
13 FRESTOPFiNG SHALL BE PROVIDED TO CUT OFF ALL
CONCEALED DRAFT OF"INGB (BOTH VERTICAL AND
HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER
BE 1LEEN STORIES, AND BETWEEN ATOP STORY AND THE ROOF
SPACE. FIRESTOPPING SHALL BE PROVIDED IN THE
FOLLOWING LOCATIONS:
A IN CONCEALED SPACES OF STUD WALLS AND
PARTITIONS INCLLJpiNC3 FURRED SPACES, AT THE CEILING
AT FLOOR LEVEL
15. AT ALL NTERCON•iECT10NS BETWEEN CONCEALED
VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT
SOFFITS, DROP CEILINGS, COVE CE(LW -A, ETC.!
C. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT
THE TOP AND BOTTOM OF THE RUNt
D. AT OPEN0438 AdaOUND VENT, PiPES, DUCTS, CHIMNEYS
AND FIREPLACES AT CEILMCs AND FLOOR LEVEL, WITH
NONCOMBUSTIBLE MATERIALS.
EXCEPT AS PROVIDED IN ITEM D ABOVE, FIRESTOPPING
SHALL CON616T OF TWO NCH NOMINAL LUMBER OR TWO
THiC<).MSSES OF ONE W..;H NOMINAL LUMBER WITH B/aOICE►+
LAP JONTS. THE INTEGRITY OF ALL FIRESTOPS SHALL BE
MAINTAINED.
14. DRAFTSTOPPM_s SHALL BE PROVIDED IN ALL FLOOR -
CEILING ASSEMBLIES UNDER THE FOLLOWW_s
CIRCkt-ISTANCES:
A CEILW -4 IS SUSPENDED UNDER THE FLOOR FRAMING'
B. FLOOR FRAM IW-i 15 CONSTFUCTED OF TIZ166-TYPE OR
OPEN WEB PERFORATED MEMBERS.
IN FLOOR/CEILiNG ASSEMBLIES WHERE THE AREA 15
GREATER THAN W000 SQUARE FEET, THE SPACE BETWEEN TH£
CEILING MEMBRANES AND FLOOR SHALL BE DIVIDED INTO
TWO OR MORE APPR'7XRNATELY EC11AL AREAS UATH NO AREA
GREATER THAN LOW SQUARE FEET. DRAFTSTO°PING SHALL
BE PROVIDED PARALLEL TO THE MAIN FRAMING MEMBERS.
DRAFTSTOPPRNG MATERIALS SHALL BE NOT LESS THAN 1/2
RN 44 GYPSUM BOARD, 3/8 INC-.H PLYWOOD, 3/8 INCH TYPE 2-
M-W PARTICLE BOARD, OR OTHER APPROVED MATERIALS
ADEQUATELY SUPPORTED- THE INTEGRITY OF ALL
DRAFTSTOPS SHALL 15E MAINTAINED.
i5. ALL MULTIPLE 2 X HEADERS AND MULTIPLE LVL BEAMS
TO M FASTENED TOGETHER AT TOP AND BOTTOM INTO EACH
ADJACENT MiEMBER WITH (MINIMUM) TWO ROM OF I6D NAILS
• 12 RNCH O.C.
i6- ALL BEAMS URTH FLITCH PLATES ARE TO BE 13OLTED
TOGETHER WiTH 1/2 INCH DIAMETER BOLTS AT t2 INCH
OL. STAGGERED TOP AND BOTTOM WITH TWO BOLTS AT EACH
END UNLESS OTHERWISE NOTED.
il. NOTCHES IN BEARING WALL 6TUD6 SHALL NOT EXCEED
25% OF THE STUD WIDTH AND NO HOLES ARE TO BE BORED
GREATER THAN 44M OF THE STUD WIDTH.
to. NO HOLES OR NOTCHES ARE ALLOWED IN BEAMS
• WITHOUT THE APPROVAL OF ARCHITECTURAL SERVICES.
to_ TYPICAL ROOF CONSTRUCTION IS TO BE 1/16 NG44
ROOF SHEATHING (AMERICAN PLYWOOD ASSOCIATED RATED)
WiTH W FELT AND CO-1P081TiON ROOF SHINGLES.
20- BALLOON FRAMMNG SPECIFICATIONS:
A- -1 t, A VIAI 1 4
SIZE, SPECIES 4 SPACING
MAXJMUM STUD HEICsHT
Sf=F 02* 'O -
10-4 31' _
_(1)2X4
(1) 2 X 4 OPP 4 • 12' OZ.
11' -10 1/4'
(2) 2 X 4 SPF 02 0 H6' L.
13' -1' _
(2) 2 X 4 SPF '2 0 12' O.G.
14' -11 1/4"
(3) 2 X 4 SPF'2 0 ib' O.G.
15' -6 5/6" }
(3) 2 X 4 SPF 42 • 12" O.G.
4"
a. ') v t- IIIAI I C,
SIZE, SPECIES 1 - SPACIWG
MAXIMUM STUD WEIGHT
(U 2 X b SYP 4 • ib" O-C_
19' -6" _
(1) 2 X 6 SYP 02 0 12' O.G.
21' -5 L'4"
2 X-6 SYP *I * I6. OC.
19 -10 3/4"-
-(I) -----
CU X Syr 61 a 12" O
211-10 L17.
21. STEEL LINTELS SUPPORTW-x MASONRY VENEER ARE AS
ri^inlx.
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2i. A5 REQUIRED BY LOCAL CODE, BRICK VENEER (WHERE
INDICATED ON PLANS) TO HAVE 22 CsAVJE (MINIMUM)
t,;C1RZYsATE^ - .LVANI:'E;i STEEL WALL TIES AT V! INCH
OG HORIZONTAL, Ate;,, 24 INCH O,C. VERTICAL. PROVIDE
=.c_'►NTiNUOUS 1345t FL%- 64W -i kV "4 WEEP i-HO -ES AT 4'0„
OC MAx" 7}i
Ai yTr0.J T4-A_ 6 T 5 514 ALL CONFOFiTl TO ASTM
MECHANICAL AND i
PLUMBING NOTES �
I, ALL MECHANICAL, ELECTRICAL AND PLW'09fWs WORK SHALL
COMPLY WITH STATE AND NATIONAL CODES, AS WELL 45,
LOCAL GOVERNING CODES AND /OR ORDINANGE4.
2. ALL PIPES, DUCTS, VENTS, WIRING AND CHASE°y W}4IGH
PENETRATE CEILINGS DIRECTLY BELOW TRUSS OR ROOF
ASSEMBLIES SHALL BE FIRE5TOPPED.
3- ALL EXHAUST FANS SHALL BE VENTED TO OUTSIDE AIR
(EXCEPT) RANGE TOP.
4. BATHROOMS UATHOUT WINDOWS SHALL HAVE AN APPROVED
MEC44ANICAL VENTILATION SYSTEM CAPABLE OF PRODUCING A
CHANGE OF AIR EVERY TWELVE MINUTES. BATHROOM
EXHAUSTS SHALL BE VENTED DIRECTLY TO THE OUTSIDE.
5. ATTIC VENTILATION: THE NET FREE VENTILATING AREA
SHALL 13E NOT LESS THAN I TO 150 OF THE AREA OF THE
SPACE VENTILATED EXCEPT THAT THE AREA MAY BE I TO
300, PROVIDED AT LEAST 50 PERCENT OF THE REQUIRED
VENTILATING AREA IS PROVIDED BY VENTILATOR$ LOCATED
IN THE WPPER PORTION OF THE SPACE TO BE VENTILATED
AT LEAST THREE FEET ABOVE EAVE OR CORNICE VENTS WITH
THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY
EAVE OR CORNICE VENTS. THE NET FREE CRO68-
VENTILATION AREA MAY BE NOT LESS THAN i TO 300 OF
THE AREA OF THE SPACE VENTILATED WHEN THE VAPOR
BARRIER HAVNCs A TRANSMISSION RATE NOT EXCEEDING I
PERM IS INSTALLED ON THE WARM SIDE OF THE CEILING.
1[7:IAIFR INFILTRATION NOTES
1, CONTRACTOR SHALL INSTALL FIBERGLASS SILL SEALER
BETiLEEN ALL SILL PLATES AND TOP OF FOUNDATION WALL.
2. GONTRACTORb SHALL GLUE AND SEAL PLATES AT FLOOR AND
CELLNG, AND ALL WINDOW AND FLOOR FLANGES /JAMBS
PRIOR TO AND DURING ERECTION
3. ALL SHEATHNG PENETRATIONS DDURiNCs CONSTRUCTION SHALL BE PATCHED
AND REPAIRED AGCoRDINCs To MANUFACTURER'S SPECIFICATIONS.
INSULATION NOTES
i. THE FOLLOWING INFORMATION DESCRIBES RYLAND-5 MINIMUM
ETNEWSY CONVERSATION PACKA6f- INSULATION CONTRACTORS
ARE HEREBY REQUIRED TO BID AND INSTALL INSULATION BY
THIS SCHEDULE UNLESS INSTRUCTED IN WRITLNCs BY
RYLAND TO DO OTHERWISE.
2. CEILINGS - R-38 15LOJN WOOL OR FI5EF;b3LASB.
3. CATHEDRAL_ CEILWIS - R -30 BATT INSULATION WITH KRAFT
FACE VAPOR BARRIER DOWN.
4. EXTERIOR WALLS - R -L3 BATT INSULATION WITH KRAFT
FACE VAPOR BARRIER TO INSIDE.
5. EXTERIOR BAbEMENT EXPOSED FOUNDATION WALLS - RIO.
b. FLOORS AT OVERHANCsb - R49 15ATT NSULATION UATH
KRAFT FACE VAPOR BARRIER UP.
1. FLOORS OF HABITABLE SPACE OVER GARAGE AND CRAWL.
SPACE - R -30 BATT INSULATION WiTH KRAFT FACE VAPOR
BARRIER TO INSIDE.
ELECTRICAL NOTES
L ALL ELECTRICAL !INSTALLATION SHALL MEET THE RFGIUIREMf NTS OF THE
NATIONAL ELECTRICAL CODE- ALL MATERIAL AND EQUIPMENT SHALL BEAR
THE LABEL OR APPROVAL OF TIE UNDERUMTERS LABORATORIES, "C-
2, ELECTRICAL CONTRACTOR SHALL, BEFORE CONSTRUCTION, VERIFY
SPACE REQUIRED FOR METER INSTALLATION AND SHALL NOTIFY
C>ENERAL CONTRACTOR AND ARCHITECT OF ANY PROBLEMS,
3. NO FONT ALONG FLOOR LINE MEASURED HORIZONTALLY
SHALL BE MORE THAN (P' -0- PROM A RECEPTACLE OUTLET.
4. VERIFY LOCATION OF ALL RECEPTACLES FOR APPLIANCES
WITH MANUFACTURER'S SPECIFICATIONS.
5. C VOL ND FAULT INTER CV-TIERS SHALL BE PROVIDED AT ALL
BATHROOM OUTLETS PER THE NATIONAL ELECTRICAL CODE.
b. ALL SWITCHES TO 15E 4' -6" ABOVE FINISH FLOOR TO
CENTER LINE OF SWITCH UNLESS OTHERWISE NOTED -
1. ALL GONVENfENCE OUTLETS ARE 1' -0' AN30VE FINISH FLOOR
TO CENTER LINE OF OUTLET UNLESS OTHERWISE NOTED.
8. ALL CONVENIENCE OUTLETS WITH SWITCHES TO BE SWITCHEED
AT TOP ONLY,
9. ALL EXTERIOR WALL BRACKET FIXTURES TO BE b' -0" ABOVE
FINISH FLOOR TO CENTER LINE OF FIXTURE.
INDIANAPOLIS NOTES
1. MONARCH SPECIFICATIONS: EXTERIOR WOOD TRIM LS NOT PER PRINT. IN AN
EFFORT TO PROVIDE A LOUDER MAINTENANCE EXTERIOR WOOD TRIM iS USED
ONLY AROUpo GARAGE DOORS, FRONT DOORS, AND FRONT PORCHES,
2. PREMIER (HIGH - SWING) SPECIFICATIONS: (INCLUDING BRADLEY, BRIARWOOD,
CARLISLE, GENEVA, HAMILTON, MANCHESTER PRESTWICK, AND UESTON)
EXTERIOR WOOD TRIM 18 NOT PER PRINT. ALL WOOD FASCIA RECEIVES WOOD
SOFFIT. ONLY FRONT- FAGiNG WOOD TRIM 15 STANDARD. SIDES AND REAR TRIM
iS ALUMINUM OR VINYL WRAPPED. (STOOD TWM AT SIDES AND REAR IS
AVAILABLE AS AN OPTION).
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