HomeMy WebLinkAbout1151.95.1i
GENERAL NOTES
CONCRETE allMJWT TO F�R'� A''D r"u#45 "&,ra
S.
ALL TRUSSES `4W STAMPED AND CERTIFIED DY A
MECHANICAL
AND
CONSTitAcTION SMALL BE AIR- ETNTRAINED. ITE9"IB C AND
D ABOVE ARE REQUIRED TO BE AIR- ENTRMIED. TOTAL AIR
C�1TE!YT SHALL CE NOT LESS THAN 5% OR MORE THAN
REMs16TEi W ENG VEER AND MEET TPI MAN PACTUREl2
"M'"LJM RE0.11REMENT6
PLUMBING NOTES
L
AAt3 6P£C.FN N6 ARE THE SOLE
THE ATTACHED THE
lx
S.
ALL LUMBER !N CONTACT WITH CCNNCRETE AND /OR LESS THAN
RY INC.
USE OF OF THE RY"WO GROW TT ANY
USE CF THESE PLANE O WRITTEN CONSENT OF 1HE
3.
FLOOR & AN* 0 ALL BE NOMINAL 4 INCHES THICK CONCRETE
8' FROM GIQ,40E i8 TO BE PRESSURE TREATED
_
L �CC7Li'
RYLAND Cis' NC 16 PROHIBITED.
gATH �*0L JOINTS 6PACM AT INTERVALS NOT MORE
(WOLMANIZED).
2.
RYLAND GROUP, NC. DE6IGNS AND BUILDS HOU6ING AS
THAN 30'-0" IN EACH DIRECTION. C24TROL JOINTS MAY
CE C*2I TED WHEN 6 X b 90 W.WM. REINFORCING 16
10.
THE FOLLOWNa FLOOR SYSTEMIS ARE OFFERED, REFER
PLY WIT�� TETE AND NATIONAL. CODESO, A8 WELL A8
LOCAL GOVERNING CODES AND /OR ORDINANCES.
SET FORTH MY THE FORMAT AND PROV1610N6 OF THE 'Y.MD ONE
PROVIDED. rf%CVDE b MIL. (OR APPROVED) VAPOR
TO DRAWMGO AND /OR CUSTOMER SELECTION SHEET FOR
SUUBPLOOR MATERIAL
v�
AND TWO FAMILY DUELLING CODE ", MW EDIT IOK ALL
OA
DAINtM TH N
b CH LAPPED JOINTS. VAPOR HARRIER
MAY BE OMITTED NlON
2. ALL PIPES, DUCTS, VENTS. YTIiRitNG AND CHASES WHICH
CONSTRUCTION SHALL COMPLY WITH SAiD CODE AS !CELL AS ALL
DETACHED GARACsES, DMvEWAYS,
ULAL KS, PATIOS AND OTHER FLAT WORK NOT LIKELY TO BE
4 3/4" TONG AND GROVE PLYWOOD OR OSB IORUENTED
CEiLMC-s8 DIRECTLY BELOW 71RU86 OR ROOF
LOCAL GOVIERNING CODES AND/OR REGUL.ATION6. ANY NON-
CONFCXd1tNNG DOGUA"N:7NT6 DISCOVERED BY THE CONTRACTORS OR
9rC1 -06ED AND Hf4TE0 At A FUTiJRE DATE OR BY THE
BUtLDIAXs OFFICIAL, BASED
STRAND '5OARO), GLUED AND NAILED ON 2x4
ENIGINEEI4!►NG WOOD FLOOR TRUSSES + 24' OC.
Ab6ETRATE
TES SHALL 19E FiRESTOPP7 =D.
�
U
'�•
H116 AGENTS SHALL BE CALLED t0 TOE ATTENTION OF tFE
UPCH LOCAL 61TE CONDITIONS.
3. ALL
EXHAUST FANS SHALL BE VE7NTED TO OUTSIDE AIR
QDI
MIDWEST ARiCHITECTU?AL 6ERVICE6 OF RYLA D GiRIOW, INC.
(513) NTT -8854:
4.
TOE BOTTOM OF ALL FOOTINGS Si -TALL EXTETID t0 Ft3OSt
Il.
PFZOVtDE 2xb STiRpJltiDACK6 AS LOCATED ON FFZ,M1MG
(EXCEPT) RANGE TOP.
LINE FOUNDATION WALLS SHALL EXTENDS' (MIN".11 -1)
PLAM.
-M SHALL
4. BATHROOMS WITHOUT WINDOUTS SHALL NAYS AN APPROVED
u
3.
THESE PLANS ARE NCTT TO BE SCALED FOR CON5MACTION
FINISH GRADE ADJACENT TO FOUNDATIONS At ALL
12.
NO CUTTING, NOTCHING OR MODIFICATION SHALL i'5E
i ETHAOOMS VENTILATION CAPABLE OF PRODUCING A
}
Pl/'Z!1°06E8. OA EAibION LIES RAID NOTES SUPERCEDE ALL
SCALE �
TO ANY TRU58ES WITHOUT THE APPROVAL OF
ARC.
CHANGE OF AIR EVERY TWELVE MINUTES. BATHROOM
EXHIALISTS SHALL BE VENTED DIRECTLY TO TOE OUTSIDE.
�
X
5.
PERIMETER NOILATION ON GRADE SLAB CONDITION SHALL.
TECTUR.AL SERVICES.
�
_
4.
THESE PLANS ARE SumAcT TO MODFICATION AS
BE I -0' X 24' RIGID ARID TO BE INSTALLED BY THE
C NCRETE ✓'�I CONTRACTOR
13.
SHALL PROVIDED TO CUT OFF ALL
5. ATTIC VENTILATION: THE NET FREE VENTILATING AREA
tA
NECESSARY TO Mi�ET CODE � AND/OR TO
FACILITATE INSTALLATION
CONCEALED
CONGEAL ED DRAFT OPtTIANCsa8 (BOTH VERTICAL AND
PE
SHALL BE NOT LE66 THAN i TO t50 OF THE AREA OF THE
SPACE VENTILATED T�PERGENT
AD/IOiR TO NC.ORF�ORATE 17ESiU'N IMPROVE ENT& ANY
6.
rim IF I R FOUNDATION DRAMS SHALL BE INSTALLED AND
HORIZONTA -i APO TO FOR'. AN EFFECTIVE FIRE HARRIER
� PROVIDED AT LEAST OF THE REQUIRED
o
INTENTION TO MODIFY THESE PLANS MUST BE APPROVED N
LOCATED AT TUNE BUILDER'S DISCRETION ACCORDING t0
BETWEEN STORIES, AND BETWEEN! ATOP STORY AND THE ROOF
SPACE. FIRESTOPPMG $HAL.L BE PROVIDED IN THE
VENT I-AtMG AREA 16 Pi X }DEB BY VENTILATORS LOCATED
�
C
H
�
n
Q
UARtTNG BY SERVICES.
SMALL SITE AND CODE CONDITIONS. 61 DRAM DISCHARGE
BONALL CONFOR!'1 WI114 APPROVED SITE PLAN.
FOLLOWING LOCATIONS,
IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED
AT LEAST THREE FEET ABOVE SAVE OR CORNICE VENNT$ WITH
S.
TIE CQNTR.4CTOR 6Oi4l.L VERIFY ALL DN`1BNSIONS AND
INO'ORMATION IN THESE CONTRACT DOCUMENTS. CONTRACTOR
1.
CONCRETE ANCHOR BOLTS OkALL BE 0" DIAMETER BOLTS OR
A. M CONGEALED SPACES OF STUD WALLS AND
THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY
EAVE OR CORNICE VENTS. THE NET I 0086-
z
j
SHALL GU RVEY TOLE PROJECT AND BECOME FAMLIAR WITH
CODE APPROVED 16 GAUGE ZINC COATED CLIPS (STRAPS)
PARTITIONS tNGLUDRNCs FUf2 D SPACES, AT THE CEILING
AT FLOOR LEVEL
VENTILATION AREA MAY BE NOT LE86 THAN I t0 300 OF
-
�''
EX18T'ItNG CONNDtTWNb AND SCOPE OF WORK R'ICL.UDNCi DUT NOT
LIMITED t0 CUNLDN36, SiTE AND SOIL BEARINCs GONDfTiON6.
EMBEDDED N CONCRETE BLOCK OR POURED M PLACE
�� Ulti4L.L8 !1' A1MMU"1 AT POURED CaNC3REtE WALLS,
B. AT ALL INTERCONNECTIONS. BETWEEN CONCEALED
THE AREA OF THE SPACE VENTILATED WHEN THE VAPOR
NS' Ml?~ At C1'UL WALLS) SPACED AT W -0" O:C.
VERTICAL AND HORIZONTAL SPACES 6UCH AS OCCUR AT
SOFFITS, DROP C:EILNG6, COVE CEILINGS, ETC A
FIER I INSTALLED WARt`t SIDE OF TINE CEI�LNG
b.
ANY ER1R01R6, OMFSSNON* OR INCONSISTENCIES IN THESE
CONTRACT DOC UMIINT6 OR THE AC:fUAL. SITE AND CONSTRUCTION
MAXIMUM AND iZ' MAXA" M FROM CORNERS. ANC44OR STRAPS
MAY BE PROVIDED IN LIEU OF BOLTS MOVE WITH SPACING
C. IN CONGEALED SPACES BETWEEN STAIR STRINGERS AT
�j
CONDITIONS SHALL BE CIRIMIG 4T TO THE ATTENTIONS OF
AS DY MA ,FACTURIER AND ACCEPTED BY LOCAL
THE TOP AND BOTTOM OF THE RUNNs
D. AT OPEN'.NGS AROUND VENT, PIPES, DUCTS, CHM'NEY9
e
!
�„R,� S,
BADE FLOOR PLATES AND SILLS 1 DE 8HA"MED LEVEL.
U6! METAL SNAM6 ONLY BELOW ALL B£AMO.
*0 FIREPLACES AT CE ►LNG AND FLOOR LEVEL, WITH
NIONIGOME1iUSTIBL.E MATERIALS.
AIR INF IL T R A Ti ON NOTES
� � g .
G -
1.
DCTERIOR PLAN DIMENSIONS ARE TO FACE OF FCtMATION
AD/OR FACE WALL 61 EATHNCs.
6.
& PUMP TO DE DOTAL-LED AS REQUIRED AND LOCATED AT
°
ULALLS OUTSIDE OF
NTEPWR DIMENSIONS ARE TO FACE OF 6M FRAMNCs.
BW -DEB'S 016glETION.
EXCEPT ED M ITEM D ABOVE,
F? 'r
FiER,
L CONTRACTOR SHALL INSTALL SELL SEALER
+• C
EXTERIOR WALLS ARE 4' THICK (3417' FOR STIR
*4 OF
SHALL GON6t6. OF TWO INCH NOMINAL LUMBER OR TWO
LUMBER, OR TWO
THICKNESSES OF ONE
BETWEEN
D TOP OF: F
FOUNDATION
ALL SILL PLATER AND TOP C FCRNDAtfON WALL.
q 3 E
FRAMING AND 17' FOR 6HEATI,~, INTERIOR UI LLS ARE 3 -1/2-
IANLE88 NOTED OTFERIIASE
Z
TOP COU�OES OF CMLL FOUNDATION WALLS SHALL BE
FLLED SOLID, INCLUDING THE COURSES DIRECTLY BELOW
NCH NOMINAL LUMBER WITH BROKEN
LAP JOINTS. P4E INTEGRITY OF ALL FIRE6TC21°S SHALL BE
2. CONTRACTORS SHALL GLUE AND SEAL PLATER AT FLOOR AND
CEILING, AND ALL WINDOW AND FLOOR FLANGES /JAMBS
q q !
6.
WINDOW* AS SECOND SGRE66 (SLEEPING AREAS) OWALL BE
MINIMUM 5.1 6QUARE FEET. THE MNMil1 NET CLEAR OPHNNG
YO.
67M BEAMS OR CORBELLED CM.
CONCRETE PORMUIOgG TO DE ADEQUATELY TIED RIND
14.
MAINTAINED.
DRAFTSTOPPi ?-43 SHALL BE PROVIDED IN ALL FLOOR-
PRIOR TO AND DL*dWx ERECTION
3. ALL SHEATHING PENETRATIONS DURING CONSTRUCTION SHALL BE PATCHED
HEiaw DII EN610N SHALL BE 24 NCHE,6 AND THE mkrlU'1 NET CLEAR
E 20'. SILL HEIGHT 6OL4LL NOT BE MORE
BRACED- FORMS ARE NOT TO BE STRIPPED, NOR BAC.KFiLL
CEILING ASSES tBLIEB UNDER THE FOLLOWING
CIRCUMSTANCES-
AND
REPAft+�D QC.CORDKNYs TO i tA1FACTlIRERB BPECIFiCATIONS
_�•
!
� IWIDTWE6 LSE
I'LACEp AGAINST THE WALL I.ItTIL THE WALL HAS
bU PPK;10ff 6TRENGTH
3
1 p q Q q
OR HAS BEEN BRACED TO PREVENT
A. CEILING 1� SEED UNDER THE FLOOR FRAI1NNCss
VV
g
SLIDING GLASS DOOM AND ALL GLAZED AIM" SUBJECT
DAMAM MY 716 Q4G7CF(LL.
INSULATION NOTES
�- 9
TO FIUNAN IMPACT MUST DE B.AFETY GLAZED.
IL
CRA1L SPACES SHALL NAVE A MINIMUM CLEAR HEIGI4T
B. FLOOR FRAt -IiNG iS CONSTRUCTED OF TRJ66-TYPE OR
B.
STAIRWAYS:
OF I*• AND AN ACCESS HOLE OF A MM}MR,R'1 OF f8" X 24 ".
OPEN WEB PERFORATED MEMBERS.
�
1. THE FOLLOWING IFORi'iATiON DESCRIBES RYLAD'S MINIMUM
A INTERIOR STA M AY6 SHALL HAVE A
U.
EXTERIOR FOUNDATION WALLS OF MASONRY
iN FLOOR/ :EILINCs ASSEMBLIES WHERE THE AREA 16
ENERGY CONVERSATION PACKAGE. INSULATION CONTRACTORS
C
MNMU I OF b' -8" (FINISH TO FINISH) OEADROO'1, b -V4,•
MfAXII U O RISER HEIGHT AND 9" MINIMUM TREAD LENGTH, THE
CONSTRICTION ENCLOSING BASEMENTS SHALL BE
DAMPPROOFED BY APPLYING
GR ATER C ILW 10@@ SCSUARc' FEET, THE SPACE BETWEEN THE
CEILNCs M'. --", ,RANES AND FLOOR SHALL DE DIVIDED INTO
ARE HEREBY REQUIRED TO I ND AND INSTALL INSULATION BY
THIS
' $ � c �
t
MNMUM CLEAR WIDTH OF A STAIRWAY S"-L 15E 360. I�ER
NOT LESS THAN 3/8 INCH OF
PORTLAND CB"@1T PANi1sIKs TO THE WALL FROM FOOTING THE
TWO OR Mi , APPROXIMATELY EQUAL AREAS WITH NO AREA
GREATER THAN Ii0@@ SGiJARE FEET. DRAFTSTOPPIYs SHALL
SCHEDULE UNLESS INSTRUCTED M WRITING BY
RYLAND t0 DO OTHERWtSE.
A- q o !
�Q
TO PLANS FOR EXACT DMENStONNS.
FNISM GRADE- THE PAR'sMG SHALL BE COVERED WITH d
7>ZT &-
COAT OF APPROVED BITUMINOUS MATERIAL APPLIED AT THE
BE PROVIC:'F? PARALLEL TO THE MAIN FRAMNG MIEMBERS.
2. CEILINGS - R -38 BLOWN WOOL_ OR FIBERGLASS.
B. HNMIDAILBJ HLAADRAILS SHALL HNAVE A HENGHNT OF 34"
MEASURED VE'RTiCALLY FROM THE NOSING OF T14E TREAD
RATE EXTERIOR FOUNDATION WALLS OF
CONCRETE CONSTRUCTION ENCLOSING BASEMiENT'S SHALL BE
DRALLT "MG MATERIALS SHALL 19E NOT LESS THAN Irt
INCH lr5.t BOARD, 3/8 INCH PLYWOOD, 3/8 INCH TYPE 2-
3. CATHEDRAL CEILINGS - R-30 BATT INSULATION WITH KRAFT
� � q c
M -W PA1RT -1 E BOARD, OR OTHER AP'PiROVED MATERIALS
C i
AND SHALL BE PROVIDED ON AT LEAST ONE SIDE OF THE
DAM�PiROOFFD DY APPLYING A MINIMUM OF ONE COAT OF
ADEQUATE- Y SIUPPORiED. THE INTEGRITY ALL.,
FACE VAPOUR BARRIER DOWN.
0 u
STAIRLIAY OF THREE OR MORE RISERS. THE HA DAMP
PORTION OF THE HIANDRAILS SHALL NOT OE MORE THAN 2
APPROVED D1TtttnNOUe MATERIAL TO THE uT.4LL FROM THE
FOOTING TO THE FINISH GRADE AT THE RECOMMENDED RATE.
OF
ORAF SHALL BE MAINTAINED. 7arr�6
4. EXTERIOR WALLS - R -t3 MATT INSULATION WITH KRAFT
0 '' N _
jS _4 Q
5/16 INCHES IN CROS6- SECTION DIMENSION AND HANDRAFL O
PROJECTNG FROM A WALL SW ALL HAVE A SPACE OF NOT
13.
DU IU)ING FOUNDAT'ION6 ARE DESIGNED BASED ON AN
ro.
ALL MULTIPLE 1 X HEADERS AND MULTIPLE LVL BEAMS
FACE VAPOR BARRIER t0 iNN6t
LE66 THAN ONE NCH BETWEEN THE WALL AND TOE
A66U'I.D SOIL CEA tW.2 CAPACITY OF 200@ PAP.
TO BE FASTDD LU TOGETHER AT TOP AND BOTTOM INTO EACH
S. EXTERIOR BASEMENT EXPOSED FOUNDATION WALLS - RIC.
N4ANDRAfL.
ADDITIONAL ENGINEERING 16 REQUIRED F 8011 HEARING
ADJACENT MEN"%ER WITH !MINIMUM) TWO ROWS OF 16D NAILS
CAPACITY 16 LE66 THAN 2000 P.iF.
• !Z INCH OG
C. C.
6. FLOORS AT OVERHANGS - R -19 15ATT INSULATION WITH
C. CsUA'DRALU3: P0RGOE6, BALCONIES OR RAISED FLOOR
6UIIRFACE6 LOCATED MORE THAN 30 INCHES ABOVE THE FLOOR
L6.
ALL BEAT 18 UP) 4-4 FLITCH PLATES ARE TO BE BOLTED
KRAFT FACE VAPOR BARRIER UP.
OR GF?ADE BELOW SHALL HAVE GUARDRAILS OF 36 NC W6 IN
T
TOGETHER
TOGETHER WITH t 2 INCH DIAMETER BOLTS At f2 INCH
BOLTS W-3-
T. FLOORS OF HABITABLE SPACE OVER GARAGE AND CDR ANAL
STRUCTURAL NOTES
HEIGM. OPEN SIDE OF STAIRS WITH A TOTAL RISE OF
MORE THtML 3o INCHES ABOVE TOE FLOOR OR GRADE BELOW
G. EREO TOP AND BOTTOM TWO BOLTS AT EACH
°ND UNLESS OTHER SE NOS
SPACE - R -30 BATT INSULATION WITH KRAFT FACE VAPOR
BARRIER TO HOVE.
SHALL HAVE NL.6 OF 34 NCOE6 N HEIGHT
MEASURED V£RTIGALLY RROi9 THE NO6INCs OF TOE T1iEAD8.
VERTICALLY
IT
NOTCHE6 IN Bi-a+RING WALL STUD' SHALL NOT EXCEED
ELECTRICAL
NOTE S
HORIZONTAL SPACING BETWEEN TOE V21UttIC& MEMBERS IN
INCHES
25'11 OF THE BTU:;.? WIDTH AND NO HOLES ARE TO BE BORED
GREATER THAN 40% OF THE STUD WIDTH.
REQUIRED GUARDRAIL6 &HALL BE MAX"." OF FOUR
I.
INTEIIOR PARTITION* 664ALL DE 2 X 4 STUD CONSTRUCTION
AT THE NEAREST POINT BETWEEN THE P
W rW 12' GYPSUM BOARD, UNLESS OTHERWISE NOTED.
BEARNrs WALLS SHALL HAVE STUD PLACEMENT ib" O.G.
16. NO HOLES OR '*7TCHE8 ARE ALLOWED IN REAM S
IL
APPROVED 61"IOICE DETECTORS &HNALL BE LOCATED ON EVERY
MA>dMU L NON -LOAD BEARING INTERIOR PARTITIONS SHALL
WITHOUT THE AfC"ROVAL. OF ARCHITECTURAL SERVICES.
I. ALL ELECTRICAL INSTALLATION SHALL MEET THE REQUiREMENTS OF THE
STORY OF THE DUE-LNG WIT, INCLUDING BASEMENTS. UWRE
MORE THAN ONE 16 REQUIRED, ALL BHW.L BE OARED IN SUCH A
DE 24' OC, MAXI ISt MOISTURE RESI6TANT GYPSUM
BOARD 6H ALL BE PROVIDED AT ALL SHOUTER AND BATH AREAS
13
TYPICAL RUCK GONSTRUGTION 18 TO BE l/i6 IiVCHN
NATIONAL ELECTRICAL CODE. ALL MATERIAL AND EGXiLPMEKf SHALL DEAR
MANNER SO T14AT WHEN ONE 16 ACTUATED, ALL WILL BE
WITH 6M100TR ONAIRD AND NON-ABSORBENT FNIOHE6.
ROOF 15NNEATHitN (AMERICAN PLYWOOD ASSOCIATED RATED)
THE
LABEL OR APPROVAL OF THE UNDERUAQITERS LABORATORIES, INC.
ACTUATED.
FNI6H MATERIAL AND MOISTURE RESISTANT GYPSUM BOARD
WITH M5' FELT AND GC1"1P081TION ROOF SHINING. E8.
_
2 CONTRACTOR
WITHIN THE IMMEDIATE SHOVER AND BATH AREAS SHALL
RED FOR METER INSTALLATION AND SHALL NOTIFY
EXTB�D 6' -C ABOVE FINISH FLOOR.
20.
BALLOON FRAt -iING SPECIFICATIONS:
GIR4ERAL CONTRACTOR AND ARCHITECT OF ANY I"N100LEM6
G.
FIREPLACE CHPI EYS SHALL EXTEND AT LEAST TWO FEET
A: 2 X 4 WALLS
3. NO POINT ALONG FLOOR LINE MEASURED HORIZONTALLY
W04ElR THAN ANY PORTION OF THE BUILDING WITHIN TEN
2.
ALT.. EXTERIOR ULALL6 SHALL 1°!E 8HEATHED UATH i/2'
SHALL BE MORE THAN 6' -0" FR!0Mi A RECEPTACLE OUTLET.
FEET, BUT SHALL NOT BE LESS THAN THNREE FEET ABOVE THE
POINT WHERE THE C 4R'NEY PA66ES THROUGH TOE ROOF.
6OEATWW%. METAL LET -IN BRACING SHALL BE METALLED
SIZE, SPECIE3 r SPACING MAXIMUM STUD WEIGHT
4. VERIFY LOCATION OF ALL RECEPTACLES FOR APPLIANCES
PER CCHS17RUCTNON DOCUMENTS AND SHALL BE LET INTO THE
(1) 2 X 4 OFF +7 • 16" OjC. 10'-9 3/8"
WiTH MANUFACTURER'S SPECIFICATIONS.
13_
FIREPLACES SHALL DE INSTALLED At:COiRDRNG TINE
TOP D BOTTOM PLATES AND THE INTERVENING STUDS,
A INTEINTERVENING PLACED AT NOT MORE THAN "'NOR LESS THAN 45' PROM
(1) 2 X 4 OI°F'2 LT" O.C. }1'- 10.1/4"
5. GROUND FAULT INTERCEPTERS SHALL BE PROVIDED AT ALL
M44MJFACCTURE" SPECIFIC.ATION6.
THE HORIZONTAL AND ATTACHED TO THE FRAMING M
(2) 2 X 4 OFFF'2 • ii" OG. 13' -1"
02
15ATHNR0011 CUTLETS PER THE NATIONAL ELECTRICAL CODE.
Y
14.
NATtJRAk LIGHT AND VENTILATION MINR"RM
C.OW014MANCE WITH THE MANUFACTURER'S SPECIFICATIONS.
(2) 2 X 4 6FF • 14" Off. 14' -11 1/4"
(3) 2 X 4 8PF '2 • 16' O.C. 15' 5/fS"
b. ALL SWITCHES TO DE 4' -6" ABOVE FINISH FLOOR TO
REQf11�TNT6=
3.
ALL BASEMENT INTERIOR BEARING WALLS SHALL DE
-6 _
!� 2 X 4 '! • 12" O�G. ,- "
CENTER LINE OF SWITCH -{ WLE86 OTNERLASE NOTED.
A LIGHT 4RE4 PER HABITABLE ROOM: 8% OF FLOOR AREA
6HEATWM WiTH A MINIMUM U"1 OF 1/2" GYPSUM BOARD ON ONE
5: 2 X & W.Ai_.LS
T. ALL
CONVENIENCE OUTLETS JAKE i' - @" ABOVE FINIOHI FLOOR
SIDE.
TO CENTER LIE OF OUTLET UNLESS OTHERUA6E NOTED,
B. VENTILATION AREA PAR ROOM: 41U: OF FLOOR AREA
4.
TOE MINIM IJM GRADE AND ALLOULA15L.E STRE66ES FOR
SiZE, SPECIES 4 BPAGING MAC "JM STUD HEIGHT
8. ALL CONVEiNtENCE OUTLETS WITH SWITCHES To DE OWiTCHED
o
S.
ALUMNU'l GUTTERS AND DOWNSPOUTS SHALL BE
617RUCTURAL 119 "BER6 ARE:
(1) 2 X b 8YP 4 • 16' Or- 19 b"
AT TOP ONLY,
PROVIDED AS REQUIRED TO PROVIDE WATER FLOW AWAY i°1lOiM
- - --
(1) 2 X b 8>"P'2 • }2" O.G. 5 I/4"
MMEDIATE BUILDING PERIMETER.
A. STUDS ■ &PF STUD GRADE OR BETTER Fb - b5@ "1
Ill 2 X 6 8YF` +I • i6° OZ. 19' -10 3/4"
I
S. ALL EXTERIOR WALL BRACKET FIXTURES TO HE b' - ®' ABOVE
FINISH FLOOR TO FIXTURE.
16.
PiROViDE ATTIC ACCNEW CF 22' X 300 (MINIM RUM) TO
B. JOIST ■ 6YP 4, MCI%, Fie • 1400 P61
(1) 2 X Syr 4i ' OL. 21'-WD 1/2'
CENTER LANE OF
ANY ATTIC SPADE WITH A 30' MINIMUM CLEAR HNEIGHIT.
(RePETiTrvt MFr,eER WOES)
21.
STEEL LIN TEL° SUPPORTING MASONRY VENEER ARE AS
INDIANAPOLIS NOTES
il.
ALL WALL AND CEILING FINISHES SHALL H AVE A
C< LVL LAMINATED BE -16 PC - 2925 P61
FOLLOWS
FLAME SPREAD C.1 A&61FNC;MArtON OF No GREATER THANK 200 OF 480.
AND MAXIMUM SMOKE OEN6Ltl'
D. TRAM6 (ROOF AND FLOOR) • AS PER ENGINEERING
LINTEL SCHEDULE
REQUIiREMENTS
HEIGHT C* VENEER
1. MONARCH SPECIFICATIONS: EXTERIOR WOOD TRM iS NOT PER PRINT. IN AN
5.
DESIGN LIVE LOADS ARE:
ATER
MAX T'„R}`�
EFFORT TO PROVIDE A LOWER MAINTENANCE EXTERIOR WOOD TRIM 16 USED
ONLY AROUND GARAGE DOORS, FRONT DOORS, AND FRONT PORCHES.
' , `
�y
" �" 24" 37" ,^
FOOTING
AND
DALC:ONIES (EXTERIOR) (gyp) LBO/6F
2 PREMIER (HKai4- BUANYs) SPECIFICATIONS: (MC'I.UDNG BIRADLEY,I9RIAJalu00D,
CARLISLE, GENEVA, HAMILTON, MANGHE8TER, PRESTUACK, AND WESTON)
-
Z3,bx3,bx L5b x Low ax L®� Uix Low
DECKS 40 LH8/SF
3' to 6' .5x 3•
FOUNDATION NOTES
GARAGES (PASSENGER CARS ONLY)
L'J'-'x35,x L3$x35x L3 -%3-sx L4x33x L5x3aw
EXTERIOR WOOD TRiM IS NOT PER PRINT. ALL WOOD FASCIA RECEIVES UX)OD
SOFFIT. ONLY FRONT -FACING WOOD TRIM 18 STANDARD. SIDES AND REAR TRiM
50 LB6/6F
8' -I" 3.
025 025 025 025 03125
IS
ALLMINU"i OR VINYL WRAPPED. (WOOD TRIM AT SIDES AND REAR
•
ATTiC6 (NO STORAGE WITH ROOF SLOPE
• 16.3sx L6x3.bx Llx4x Lix4x ZSK4x 4.
AVAILABLE
116 r
AS AN OPT'ION).
NOT 6TEEPER THAN 3 IN t2) Im 1561/OF
0 3t7b 09175 0315 09T5 D'
3. ALL WINDOW Si- UTTER5 TO BE PANELED (NOT LOUVERED). REGARDL.E66
L
LOT BOLAL -L i'!E PROVIDED WITH ADECUATE PCbitIVE
ATTICS (LEJ11TED ATTIC STORAGE) 20 L51510F
22.
AS REQUIRED 5T -,or-AL CODE, BRICK VENEER (WHERE
OF INDICATION ON ELEVATION SHEET.
'
DRANACsE AWAY FROM FOUNDATION WALLS.
DLLEI LNG WITS (EXCEPT BLEEPING Root -IS) q@ LB6/OF
INDICATED ON PLANS) TO HAVS 22 GAUGE (MINIMUM'
�
N� Uj .i.
2.
CONCRETE WORK SHALL HAVE THE FOLLOWING SPECIFIED
SLEEPING
C ORRUGATED, ,`sAL ib VANiZED STEEL WALL TIES AT INCH
OG. HORIZONTAL- AND 24 INCH OG. VERTICAL. PROVIDE
�
C0MPWWYE STRENGTH AT 28 DAYS PSI.
CONTINUOUS 54,,E FLASHING OATH LLEEP HOLES AT 4'0"
5 0 �"� �� a�T
��� � �
,z
In
STAIRS 40 j"��
0 MAXIMRB'i.
i
3 ����
A. BASEMENT WALLS AMP FOUNDATION NOT EXPOSED
� '
'
TO THE WEATHER 2600 PSI •
6.
OPIENINCa6 BETWEEN! GARACsE AND sEStDEt*iGE SHALL BE
23.
?
ALL STRLGTLpRSi- STEI�L S+ IALi CONFORM O ABTM
j **
� Sul �dl��T°IS
o
B. QASEMW SLABS AND IN1T=TRIOR SLA38 ON
EQUIPPED WITH SOLt0 WOOD OR 20 MINUTE FiRE RATED
SPiECIFICATION :36. PIPE COLUMNS AND BASE/CAP PLATES
Of _
GRADE, EXCEPT GARAGE FLOOR SLABS - - 25M PSI •
'
INSULATED HOLLOW METAL DOORS NOT LESS THAN 1 -3/8"
THIQC. ALTHNOUCil
&BALL CONFOle- TO ASTM 8F'FCIFICATiONS .4501 AND A53.
y
� �
G. BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR
WALLS AND OTHER
PLANS MAY INDICATE SELF'- CLOSiNNCs
DOOR, TH16 16 NOT REMIRED 15Y CODE AND WILL NOT
24.
ALL WOOD CCh- u'"INS TO BE At+CHORED TO CONCRETE
O
V`ERT C,4L. CONCRETE WW
Be PIROPAPED. -
r
WIT-. METAL 8. �,:;DG ALL 9?EEL 91J1�AGE9 OF STEEL
1 i a A . '; _c.
Q
O
X
TO THE 3IDi>a PS!
G. POIRGHNEb, CARPORT SCARES AND STEPS EXPOSED
1.
THE GARAGE SHALL DE COMPLETE-1'r SEPARATED Fial01"! THE
r
r0!_JMNS SHw_ BE ElHtOP .BA D OF RLI3T- IN,1IFStTii/E
PAINT OR E[7u;'' :LEN ?.
�p��y'
11:6 i)iE �
411
(571-2,4144)
<
z
IL
u 4
#
RESIDENCE AND ATTIC AREAS BY /IXAYER i 2w GYPSUJI-t BOARD
TO THE WEATHER .BIND GARAGE FLOOR SLABS t
APPL IEDTO GARAGE SIDE.
_
i