HomeMy WebLinkAbout0272.95.1GENERAL NOTES
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1. THE ATTACHED °LAN8 AND SPECIFICATIONS ARE THE 80LE
PRPf'ERTY OF T.dE h2YLAiND GROUP, iNG. ANY UNAUTHORIZED
USE OF THESE PLANS WITHOUT THE WR!TTEN CONSENT OF THE
RYLAND GROUP IN(-. 15 PROHIBITED.
2. RYLAND GROUP INC. DESIGNS AND BUILDS HOUSING AS
SET TH BY THE FORMAT AND PROv7SIONS OF THE 'CABO ONE
ANN. TWO FAMILY DtIIELLiNG CODE', 1932 EDITION. ALL
CONSTRIjCT!ON SHALL COMPLY WITH SAID CODE AS WELL AS ALL
LOCAL GOVERNING CODES AND /OR REGULATIONS. ANY NON -
CONFORM1R, DOCLt -"TS DISCOVERED BY THE CONTRACTORS OR
HIS AGENTS SHALL 13E CALLED TO THE ATTENTION OF THE
MIDWEST ARCH TECTURAL SERVICES OF RY'LAND GROUP. INC.
1513) 611 -8854.
3. THESE PLANS ARE NOT TO BE SCALED FOR CONSTRUCTION
PURPOSES. DIMENSION LINES AND NOTES SUPERC:,EDE ALL
SCALE REFERENCE.
4. THESE PLANS ARE SUBJECT TO MODIFICATION AS
NECESSARY TO MEET CODE REQUIRREMfENTB AND/OR TO
FACILITATE MECHANICAL/ELECTRICAL/PLUMBNG INSTALLATION
AND /OR TO iNCORPORATE DESIGN lf'R E7MENTS. ANY
INTENTION TO MODIFY THESE PLANS MAT BE APPROVED IN
WRITING BY ARCH!TECTURAI- SERVICES.
5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND
INFOR•RATON IN THESE CONTRACT DOC4a'1ENTS. CONTRACTOR
SHALL SURVEY THE PROJECT AND BECOME FAMILIAR WITH
EXISTING CONDITIONS AND ScOPE OF WORK W_LUDtNG BUT NOT
LIMITED TO BUILDINGS, SITE AND SOIL BEARING CONDITIONS.
b. ANY ERRORS, OMISSIONS OR INCONSISTENGE6 IN THESE
CONTRACT DOCUMENTS OR THE ACTUAL SITE AND CONSTRUCTION
CONDITIONS SHALL 15E BROUGHT TO THE ATTENTIONS OF
ARC•1 ITECTUIRAL SERVICES.
1. EXTERIOR PLAN DIMENSIONS ARE TO FACE OF FOUNDATION
WALLS AND /OR OUTSIDE FACE OF WALL SHEATHING.
INTERIOR DIMENSIONS ARE TO FACE OF STUD TRAMMING.
EXTERIOR WALLS ARE 4" THICK (3 -V2" FOR STUD
FRAuMINS AND I,Z" FOR SHEATHING), INTERIOR WALLS ARE 3412"
UNLESS NOTED OTHERWISE.
8, WINDOWS AS SECOND EGRES6 (SLEEPING AREAS) SHALL 15E
MINIMUM 5.1 SQUARE FEET. THE MINIMUM NET CLEAR OPENING
HEIGHT DIMENSION SHALL BE 24 INCHES AND THE MINIMUM NET CLEAR
OPENING WIDTH SHALL BE 20". THE SILL HEIGHT SMALL NOT BE MORE
THAN 44 INCHES ABOVE FLOOR LEVEL.
3. SLIDING GLASS DOORS AND ALL GLAZED AREAS SUBJECT
TO HUMAN IMPACT MUST BE SAFETY GLAZED.
0. BTAIRWAYB_
A. INTERIOR STAifaUAYS SHALL HAVE A
MINMUM OF 6' -8" (FINISH TO FINISH) HEADROOM, 6 -1/4,"
MAXIMUM RISER 1 EIGHT AND 9' MINIMUM TREAD LENGTH. THE
MNIMUM CLEAR VDTH OF A STAIRWAY SHALL BE 36 ". REFER
TO PLANS FOR EXACT DIMENSIONS.
B. HANDAILS: (HANDRAIL$ SHALL HAVE A HEIGHT OF 34-
MEASURED VERTICALLY FROM THE NOSING OF THE TREAD
AND SHALL 13E PROVIDED ON AT LEAST ONE SiDE OF THE
STAIRWAY OF THREE OR MORE RISERS. THE HANDGRIP
PORTION OF THE HANDRAILS SHALL NOT 15E MORE THAN 2
5/8 INCHES IN CROSS - SECTION DIMENSION AND HANDRAILS
PROJECTING FROM A WALL SHALL HAVE A SPACE OF NOT
LESS THAN ONE INCH BETWEEN THE WALL AND THE
HANDRAIL.
C. GUARDRAILS: PORCHES, BALCONIES OR RAISED FLOOR
SURFACES LOCATED MORE THAN 30 INCHES ABOVE THE FLOOR
OR GRADE BLOW SHALL HAVE GUARDRAILS OF 36 W-4-ES IN
MEICsHT. OPEN SIDE OF STAIRS WITH A TOTAL RISE OF
MORE THAN 30 INCHES ABOVE THE FLOOR OR GRADE BELOW
SHALL HAVE GUARDRAILS OF 34 W-WES N HEIGHT
MEASURED VERTICALLY PROM THE NOSING OF T14E TREADS.
HORIZONTAL SPACING BETWEEN THE VERTICAL M "5ER8 IN
REQUIRED GilARDRAIL6 SHALL BE MAXIMUM OF FOUR INOICS
AT THE NEAREST POINT BETWEEN THE MEMBERS.
11. APPROVED SMOKE DETECTORS SHALL BE LOCATED ON EVER"
STORY OF THE DWELLING WIT, INCLUDING BASEMENTS. WHERE
MORE THAN ONE IS REQIRED, ALL SHALL DE WIRED N SUCH A
MANNER 60 THAT WHEN ONE M ACTUATED, ALL WALL BE
ACTUATED.
t2. FIREPLACE CiHI/NEY8 SHALL.. EXTEND AT LEAST TWO FEET
HIGHER THAN ANY PORTION OF THE BUILDING WITHIN TEN
FEET, BUT SMALL NOT BE LESS THAN THREE FEET ABOVE THE
PONT WHERE THE CHIMNEY PA66ES TiHROUGH THE ROOF.
13, FIREPLACES SMALL BE INSTALLED ACCORDING THE
MANUFACTURER'S SPECIFICATIOPIS.
14. NATURAL LIGHT AND VENTILATION MINIMUM
REQUIRE LENTS
A LIGHT AREA PER HABITABLE ROOM: 8X OF FLOOR AREA
B. VENTILATION AREA PER ROOM: 4% OF FLOOR AREA
6. ALU1IN11 GUTTERS AND DOWNSPOUTS SHALL 15E
PROVIDED AS REQUIRED TO PROVIDE WATER FLOW AWAY FRIOM
IMMEDIATE BUILDING PERN'ETER.
Ib, PROVIDE ATTIC ACCESS OF 22' X 30" (MINIMUM) TO
ANY ATTiC SPACE WITH A 30" MINIMUM CLEAR HEIGHT.
11. ALL WALL AND CEILING FINISHES SHALL HAVE A
FLAME SPREAD CLA6SIFiCATtON OF NO GREATER THAN 200
AND MAXiMU I SM10KE DENSITY OF 460.
FOOTING AND
FOUNDATION NOTES
OD
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1. LOT SHALL BE PROdiDED WITH ADEQUATE POSITIVE
DRRAiNAGE AWAT FROM FOUNDATION WALLS-
cu 2. CONCRETE WORlr SHALL +-LAVE THE FOLLOWNG SPECIFIED
° COMip-RE58i✓E STRENGTH AT 28 DAYS PSI.
W
A BASEMENT WALLS AND FOUNDATION NOT EXPOSED
z TO TINE WEATHER it PSI_'
B. BASEMENT BLABS AND INTERIOR SLABS ON
• CONCRETE SUBJECT TO FREEZING AND THAWING DURING
ICONSTR.JGTION 6HAL, BE A'R- EN'R.4!NED iTEM5 C AND
D ABOVE ARE REQUIRED TO BE A;R- ENTRAINED, TOTAL A!R
CONTENT SHALL BE NOT LESS THAN 5% OR "MORE THAN
lx_
3. FLOOR SLABS SHALL BE NCy NAL 4 INC+-ES THICK - _CNGRETE
WITH CONTROL JO!NTS SPACE✓ AT ;NTERVALS NO' "MORE
THAN 30' -0" M EACH DIRE=TION CONTROL JOINTS M,4Y
BE OMITTED WHEN 6 X 6 GlC to W1M. RE itFORC- NKs IS
PROVIDED. PROVIDE 6 '11L. "OR APPROVED) VAPOR
BARRIER WITH 6 INCH LAPPED JOINTS. VAPOR BARRIER
MAC' BE OMITTED PROF? DET.:--HED GARAGES, DR'VE:�jATS
WALKS, PATIOS AND OTHER R.A' WORK NOT LIKELY TO BE
ENCLOSED AND HEATED AT .-I FUTURE DATE OR 15 ' THE
BUILDING OFFiGiA_ BASED UPON LOCAL 817E COND;TIONS.
4. THE BOTTOM OF ALL FOOTINCs6 SHALL EXTEND TO FRO57
LINE. FOUNDATION WALLS SHALL EXTEND 8" (M NI"LiM)
ABOVE FiN!SH GRADE ADJACENT TO FOUNDATIONS AT ALL
POINTS.
5. PERIMETER INSIALATION ON GRADE SLAB CONDITION 5.ALL
BE I -L/2" X 24' RIGID AND TO BE INSTALLED BY THE
CONCRETE 5tlBCONTRACTORe
6 PERMETER FOUNDATION D*AiN5 SHALL BE INSTALLED AND
LOCATED AT THE BUILDER'S DISCRETION ACCORDING TO
LOCAL SITE ARID CODE CONDITIONS. DRAIN D15C44ARYGE
SHALL CONFORM WITH APx*DlvOED SITE PLAN
1 CONCRETE ANCHOR BOLTS SHALL BE 117" DIAMETER BOLTS OR
CODE APPROVED 16 GAIUGE ZINC COATED CLIPS (STRAPS)
EMBEDDED IN CONCRETE BLOCK OR POURED IN PLACE
CONCRETE WALLS (1" MINIMUM AT POURED CZ14CRE'E WALLS,
15' MINIMUM AT CM1J. WALLS) SPACED AT 4' -0" O.C.
M,AX"JM-AND C" MAXIMUM FROM CORNERS. ANC.1 -NOR STRAPS
MAY BE PROVIDED N LIEU OF BOLTS ABOVE WiTH SPACING
AS RECOlt"11MIENDED BY MANFACTLWER AND ACCEPTED BY LOCAL
CODE FLOOR PLATES AND SILLS TO BE SHIMMED LEVEL.
USE METAL 6WI MS ONLY BELOW ALL BEAMS.
e. SUMP PUMP TO BE INSTALLED AS REQUIRED AND LOCATED AT
BUILDER'S DISCRETION
9. TOP COUJRSES OF CM11 FOUNDATION WALLS SHALL BE
FILLED SOLID, INCLUDING THE COURBES DIRECTLY BELOW
STEEL BEAMS OR CORBELLED CMI.
0. CONCRETE FOR"1L10R K TO BE ADEQUATELY TIED AND
BRACED. FORMS ARE NOT TO BE STRIPPED, NOR BACKFiLL
PLACED AGAINST THE WALL UNTIL THE WALL HAS
SUFFICIENT STRENGTH OR WAS BEEN BRACED TO PRE'/ENT
DAMAGE BY THE BACI�ILL.
11 CRALLL SPACES SHALL HAVE A MINIMUM CLEAR HEIGHT
OF ia• AND AN ACCESS HOLE OF A MINIMUM OF 18" X 24 ".
t2. EXTERIOR FOUNDATION WALLS OF MASONRY
CONSTRUCTION ENCLOONG BASEMENTS SHALL- BE
DA'IPPROOFED BY APPLYING NOT LE66 THAN 3/8 INCH OF
PORTLAND CE MENU PARriNG TO THE WALL FROM FOOTING THE
FINISH GRADE. THE PARGING SHALL BE COVERED 1.011+ A
COAT OF AP'PROV1rD 51%MtNOUS MATERIAL APPLIED AT THE
RECOMMENDED RATE. EXTERIOR FOUNDATION WALLS OF
CONCRETE CONSTRUCTION ENCLOSING BASEMENTS SHALL BE
DAMppROOFED BY APPLYING A MINMU'M OF ONE COAT OF
APPROVED BlTum NOU6 MATERIAL TO THE WALL FROM THE
FOOTING TO THE FINISH GRADE AT THE RECOMMENDED RATE.
13. BUILDING FOUNDATIONS ARE DESIGNED BASED ON AN
A66U-ED SOIL BEARING CAPACITY OF 2000 PSF.
ADDITIONAL ENGINEERING IS REQUIRED IF SOIL BEARING
CAPACITY IS LESS THAN 2000 PAP.
r STRUCTURAL NOTES
L INTERIOR PARTITIONS SHALL BE 2 X 4 STUD CONSTRUCTION
WITH V2' GYPSUM BOARD. tOCES8 OT14Ei XSE NOTED.
BEARING WALLS SHALL HAVE STUD PLACEMENT 16' O.C.
MAXIMUM. NON -LOAD BEARING INTERIOR PARTITIONS SHALL
I',SE 24. OTC. MAXIMUM. MOISTURE RESISTANT GYPSUM
BOARD SHALL BE PROVIDED AT ALL SHOWER AND BATH AREAS
WITH SMOOTH, HARD AND NON- AD6ORBENT FINISHES.
FN04 MATERIAL AND MOISTURE RE616TANT GYPSUM BOARD
WITHN THE IMMEDIATE SHOWER AND BATH AREAS SHALL
EXTEND b'-0" ABOVE FINISH FLOOR
2. ALL EXTERIOR WALLS SHALL 15E 6HEATHED WITH V2"
6HEATi4NG. METAL LET-IN BRACING SMALL BE INSTALLED
PER CONSTRUCTION DOCUMENTS AND SHALL BE LET INTO THE
TOP AND BOTTOM PLATES AND THE INTERVENING STUDS,
PLACED AT NOT MORE THAN 60' NOR LESS THAN 45' FROM
THE HORIZONTAL AND ATTACHED TO THE F2AMIWs IN
CONPORRIMAJNCE WITH THE MANFACTUP&W6 SPECIFIGATIOPNB.
3. ALL BA6EME NT INTERIOR BEARING WALLS SHALL BE
SHEATHED WiTH A MNIMAU'1 OF tr2" GYPSUM BOARD ON ONE
SIDE.
4. THE MINIMUM GRADE AND ALLOWABLE 6TRRE66ES FOR
6TRUGTUMRAi_ MEMBERS ARE:
A. STUDS SPF STUD GRADE OR BETTER Fb 650 P81
B. JOIST bYP 02, MCM, Fb 1400 P�J
(REPETITIVE MEMBER U5E6)
C. LVL LAMINATED BEAMS - t32 2923 PSI
D. TRU66ES (ROOF AND FLOOR) • AS PER ENGINEERING
REQUIREMENTS
S. DESIGN LIVE LOAD! ARE
BALCONIES (EXTERIOR) 60 L56 /5F
DECKS 40 L.BS /SF
GARAGES (PASSENGER C4 RS ONLY) 5@ L139/�F
ATTICS (NO STORAGE WITH ROOF SLOPE
NOT STEEPER THAN 3 N 12)
ATTICS 'LI'MiTE: ATTIC STORAGE) 2@ -L9 /5 F
DWELLING UNITS (EXCEPT SLEEPING ROOMS) 40 L56/ 5F
SLEEPING ROC .5 40 1.0$'5E
STAIRS 4A2 LS OF
6. OPENNGS BETWEEN GARAGE AND RESIDENCE SHALL BE
EQUIPPED WiTH SOLID WOOD OR 20 MINUTE FIRE RATED
8. AL_ 71si1S5E5 ARE STOPPED AND CERTIFIED E3. A
REG:5TERED ENGINEER AN% MEET Tcl "1APtFA : -JRER
`t;N "TIM RE_0u4REMENT5.
-1 LLt-lE!ER IN CONTACT WIT, GONCRETE AN; .OR _E55 THAN
8" FROM COIADE IS TO BE f'RESSUtRE TREATED
C:✓JL" AN; ZFD,I
10 "E_ cOLLOI.UNG FLOOR SY 57EM5 AR3 OFFERS::; R_ErfR
TO DRAWINGS AND /OR CU570MER SELECTION 5 -=c_ET POOQ
SUBFLOOr2 r^ATE!R'AL.
A. 3/4" TOKsUE AND GR✓ ./E PLYWOOD OR 055 `ORIENTED
STRAND BOARD), CzLUED AND NAILED ON 2x4
O
ENCz!NEEEIWs WOOD FLCR T/R✓55ES • 24 O.C.
11 PRO ✓!DE 2xb STRONCs5ACKS AS LOCATED ON RA" !LING
F'L N5.
!2. NO CiJTT;NC,. NOTCNIN!s OR "10D!FICA'ION BE
MADE TO ANY TRt.95E6 WIT «GOUT Ti4E APPriO, /4 - OF
;R.Ci :TEG'UR4L SERVICES.
!3. FIRESTOPPING SHALL BE PROV'DED TO G:T OFF ALL
CONCEALED DRAFT OPEN!WCs5 (BOTH VERTICAL AND
HOR'ZONTAL: AND TO FOB AN EFFECTIVE FIRE BARRIER
BETWEEN STORIES, AND BE%EEN ATOP STORY AND THE ROOF
SPACE. FiRE5TOPPINCs SHALL BE PROVIDED IN THE
FOLLOWING LOCATIONS:
A. IN CONCEALED SPACES OF STUD WALLS AND
PARTITIONS INCLUDING FURRED 51DACE5. AT THE CEILING
AT FLOOR LEVEL
B. AT ALL !NTERr_ N CTIONS BETWEEN CONCEALED
VERTICAL AND HORIZONTAL SPACES 54K.H AS OCCUR AT
SOFFITS, DROP CEILINGS, COVE CEILINGS, ETC-.t
C IN CONCEALED SPACES BETWEEN STAR STRINGERS AT
THE TOP AND BOTTOt' OF THE RINt
p. AT OPENINGS ARO;N I VENT, PIPES, Di4GT5, CHIMNEYS
AND FIREPLACES AT CEILING AND FLOOR LEVEL WITH
NONCOMBUBTI BLE MATERIALS.
EXCEPT AS PROVIDED IN ITEM D ABOVE, FIRESTOPPING
SHALL CONSIST OF TWO INCH NOMINAL LUM3ER OR TWO
THICKNESSES OF ONE INCH NOMINAL LUMBER WiTH BROKEN
LAP JOINTS. THE INTEGRITY OF ALL FIIRESTOPS SHALL BE
MAINTAINED.
14. DiR FTBTOPPING SHALL BE PROVIDED IN ALL FLOOR -
CEILING ASSEMBLIES UNDER THE FOLLOWING,
CIRGtI"ISTANCES:
A CEILING 18 SUSPE 4IDED UNDER THE FLOOR FRAMINGt
B. FLOOR FRAMING 18 CONSTRUCTED OF TRUSS -^r'PE OR
OPEN WEB PERFORATED MEMBERS.
IN FLOOR"CEILING ASSEMBLIES WHERE THE AREA IS
GREATER THAN "0 SQUARE FEET, THE SPACE BETWEEN THE
GEILNG MEMBRANES AND FLOOR SHALL BE DIVIDED INTO
TWO OR MORE APPROXIMATELY EOIJAL AREAS WITH NO AREA
GREATER THAN loom SQUARE FEET. DRAFTSTOPPiNG SHALL.
BE PROVIDED PARALLEL TO THE MAiN FR.4`11N53 MEMBERS.
DRAFTSTOPPiNG MATERIALS SHALL BE NOT LESS THAN 112
INCH Gi'PSU M BOARD, 318 NC-44 PLYWOOD, 3/8 INCH TYPE 2-
M -W PARTICLE BOARD, OR OTHER APPROVED MATERIALS
ADEQUATELY SUPPORTED. THE INTEGRITY Cr- ALL
DRAFTSTOPS SHALL 15E MAINTAINED.
15. ALL M(AJIPLE 2 X HEADERS AND MULTIPLE LVL BEAMS
TO BE K46S -tJE TOGETHER AT TOP AND BOTTOM INTO EACH
ADJACENT MEMBER WITH ( MINMMUM) TWO LOWS OF VD NAILS
• t2 W-44 O.G.
I6. ALL BEAMS WRH FLITCH PLATES ARE TO 13E BOLTED
TOGETHER WITH V2 INCH DIAMETWt !JOLTS AT 12 INCH
OZ. STAGGERED TOP AND BOTTOM WITH TIUO BOLTS AT EACH
END UINL-ES9 OTHERWISE NOTED,
R. NOTCHES IN BEARING WALT STUDS SHALL NOT EXCEED
2511 OF THE STUID WIDTH AND NO HOLES ARE TO BE BORED
GREATER THAN 40% OF THE STUD WIDTH.
18. NO HOLES OR NOtG1.01b ARE ALLOWED IN BEAMS
W;TH000T THE APPROVAL OF ARCHITECTURAL 6ERVIC:ES.
1% TYPICAL ROOF GONSTRLUCTiON 16 TO BE 1/16 NCH
ROOF SHEATHING (AMEIRICAN PLYWOOD ASSOCIATED RATED)
WiTH IV FELT AND C MFbO 1TfON ROOF SHINGLES.
20. BALLOON FRA MINCs SPECI19ICATIONS:
A. •f v d MAI 14
SIZE, SPECIES 4 SPACING
MAXIMUM STUD HEIGHT
(1) 2 X < OPF 42 • O.G.
10' -9 3/8"
(1) 2 X 4 6PF 12 0 12' O.C.
11' -10 1/4'
(2) 2 X 4 OPF 02 0 16' OZ.
13' -1"
(2) 2 X 4 6PF 02 0 12' OZ.
14' -I1 I /4"
(3) 2 X 4 6PF 02 0 16' Or.
1 5' -6 5/5"
(3) 2 X 4 SPF 02 • Qb O.C.
R. 7 X e. IIJAI 1 5
SIZE, SPECIES 4 SPACING
MAXIMUM STUD HEIGHT
(1) 2 X 6 SYP'2 • I6" O.C.
' -6" _
(1) 2 X 6 SYP 42 0 12" O.C.
21' -5 1/4"
(1) 2 X b 61Tr 'I 0 16" OZ.
!I) g M 0 " O
2L STEEL LINTELS SUPPORTING MASONRY VENEER ARE AS
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22. AS REMIRRED B C
Y LOCAL - CODE, BRICK VENEER !WHERE
INDICATED ON PLANS) TO HAVE 22 GAUGE (MiNIMUIM)
GORRSXsATED, GALVANIZED STEEL WALL TIES AT W6 INC"
O.C. HORIZONTAL AND 24 INCH OTC. VERTICAL. °ROvIDE
C�CNTINUOU6 BASE FLASM!NG WITH WEEP HOLES AT 4'0"
OG. MAXIMUM.
23. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM
SPECIFICATION A36. PIPE COLUMNS AND BASE /GAP PLATES
...At i Tn AAT" APFr_r- ir_ATInNS A5O! AND A53.
MECHANICAL AND
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PLUMBING NOTES
1, ALL MECHANICAL, ELECTRiCAL AND PLUMBING WORK SHALL
COMPLY WITH STATE AND NATIONAL CODES, AS WELL AS,
LOCAL GOVERNING CODES AND /OR ORDIN.V CES.
2 ALL PIPES, DUCTS, VENTS, W9QJ' NG AND CHASE?9 WHICH
PENETRATE CEILINGS DIRECTLY BELOW T1RU68 OR
ASSEMBLIES SHALL BE RR ESTOPRED.
3. ALL EXHAUST FANS SHALL BE VENT,E ', TO OUTSIDE Al.
(EXCEPT) RANGE TOP.
4. BATHROOMS WITHOUT LUINDOWS SHALL HAVE AN VED
MECHANICAL VENTILATION SYSTEM CAPABLE OF ItNG A
CHANGE OF AIR EVERY TWELVE M!NUrE_S. BATHROOM
EXHAUSTS SHALL BE VENTED DIRECTLY TO THE ODUT5ID
5. ATTIC VENTILATION: THE NET FREE vSNTILATING AREA
SHALL BE NOT LESS THAN I TO 150 OF THE AREA OF THE
SPACE VENTILATED EXCEPT THAT THE AREA MAY BE 1 TO
300, PROVIDED AT LEAST 50 PERCENT OF THE R'aEQJIRED
VENTILATING AREA IS PROVIDED BY VENTILATORS LOCA
IN THE UPPER 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 CROSS -
VENTILATION AREA MAY BE NOT LESS THAN i TO 300 OF
THE AREA OF THE SPACE VENTILATED WHEN THE VAPOR
BARRIER HAVING A TRANSM186ION RATE NOT EXCEEDING I
PERM IS INSTALLED ON THE WARM SIDE OF THE (CEILING.
AIR INFILTRATION NOTES
4�
I. CONTRACTOR SHALL INSTALL FIBEfdsLA88 SILL SEALER
BETWEEN ALL SILL PLATES AND TOP OF FOUNDATION WALL.
2, CONTRACTORS SHALL GLUE AND BEAL PLATES AT FLOOR AND
CEILMCs, AND ALL WINDOW AND FLOOR FLANGES /JAMBS
PRIOR TO AND DURING ERECTION.
3. ALL SHEATHING PENETRATIONS DURING CONSTRUCTION SHALL BE PATCHED
AND REPAIRED ACC ORDIWj TO MAPR.FACTURER'S SPECIFICATIONS.
INSULATION NOTES
1. THE FOLLOWING i #FORMATION DESCRIBES R`' LAND'5 MINIMUM
ENE%aY CONVERSATION PACKAGE. INSULATION CONTRACTORS
ARE HEREBY REQUIRED TO BID AND INSTALL INSULATION BY
THIS SCHEDULE UNLESS INSTRUCTED IN WRITING BY
RYLAIND TO DO OTHERWISE.
2. CEILN55 - R -38 I5LOUJN WOOL OR FIBERGLASS.
3- CATHEDRAL CEILINGS - R -30 BATT INSULATION WITH KRAFT
FACE VAPOR BARRIER DOWN.
4. EXTERIOR WALLS - R -13 BATT iNSUiLATiON WiTH KRAFT
FACE VAPOR BARRIER TO INSIDE.
5. EXTERIOR BASEMENT EXPOSED FOUNDATION WALLS - R O.
6. FLOORS AT OVERRHANG6 - R -19 BATT INSULATION U ATH
KRAFT FACE VAPOR BARRIER UP.
1. FLOORS OF HABITABLE SPACE OVER GARAGE AND CRAILL
SPACE - R -30 BATT INSULATION WITH KRAFT FACE VAPOR
BARRIER TO INVDE.
ELECTRICAL NOTES I
1. ALL ELECTRICAL MTALLATION SHALL MEET THE REC"IREMENTB OF THE
NATIONAL ELECTRICAL CODE. ALL MATERIAL AND ECal"ENT SHALL BEAD
THE LABEL OR APPROVAL OF THE UNDERWR1TEttb LADORATORMS, W-
2. ELECTRICAL CONTRACTOR SHALL, BEFORE CONSTRUUCTION, VERIFY
SPACE REQUIRED FOR METER INSTALLATION AND SHALL NOTIFY
GENERAL- CONTRACTOR AND ARCHITECT OF ANY PROBLEMS.
3. NO POINT ALONG FLOOR LiNE MEASURED HORIZONTALLY
SHALL BE MORE THAN 6' -0" FROM A RECEPTACLE OUTLET.
4. VERIFY LOCATION OF ALL RECEPTACLES FOR APPLIANCES
WITH MANUFACTURER'S SPECIFICATIONS.
5, GROUND FAULT INTERCEPTERS SMALL 15E PROVIDED AT ALL
BATHROOM OUTLETS PER THE NATIONAL ELECTRICAL CODE.
b. ALL SWITCHES TO BE 4' -b" ABOVE FINISH FLOOR TO
CENTER LINE OF SWITCH LNNLESB OTHERWISE NOTED.
1. ALL CONVENIENCE OUTLETS ARE 1' -0" ABOVE FINISH FLOOR
TO CENTER LINE OF OUTLET UNLESS OTHERWISE NOTED.
8. ALL CONVENIENCE OUTLETS WITH SWITCHES TO 155E SWITCHED
AT TOP ONLY.
3 ALL EXTERIOR WALL BRACKET FIXTURES TO BE 6' -0" ABOVE
FINISH FLOOR TO CENTER LINE OF FIXTURE
INDIANAPOLIS NOTES
! MONARCH SPECIFICATIONS: EXTERIOR WOOD TRIM 18 NOT PER PRINT. N AN
EFFORT TO PROVIDE A LOWER MAINTENANCE EXTERIOR, WOOD TRiM IS USED
ONLY AROUND GARAGE DOORS, FRONT DOORS, AND FRONT PORCHES.
2. PREMIER (HIGH -SWING) SPECIFICATIONS: (INCLUDING BRADLEY, BRIARWOOD,
CARLISLE, GENEVA, HAMILTON, MANCHESTER, PRESTWICPC AND WESTON)
EXTERIOR WOOD TRIM 18 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'S
AVAILABLE AS AN OPTION).
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