HomeMy WebLinkAboutAGENERAL NOTES
--40UT -",F -TEN SONG EN" OF T`-4E
OF --Aec c'ht
-ND Two coz>E', ED4,10N.
C--t-IPLY l..IT�-, SAID CODE A5
_CC 'AL GO -ODE8 AND /OR RE450:•%TiON6 !.N' '�JN-
E3 rPE CON71--�'OE C4R
,416 :,GENTS ��A-LE-r; TO ATTENTION OF
5T AR,7�-4'. -.7%0Z,"
3 THESE f;,, *.NS
LINES ANZ) NO `5 a�PERCE ✓E
SCALE
T--E5E PLANE a• Sj--,)=CT TO,--)Dlr-tCATiOl4 AS
NECESSARY TO Cor->E REQUiR!S�E T5 AND/OOR TO
FACILITATE INSTAL-X�7'!ON
4ND /OR TO ;IASOQ-�TE DE51CON r1�1 i vSMENTS. AN-T
iNTF-ENTION TO t--O�F- -I,E5E $-"A.45 "UST BE AflPRCAFU IN
WRITING BY SER✓CE5-
THE CONTRACTOR 5H.AL- VERIFY ALL DIMENSIONS AND
INFOFeIATION IN T-4E5E :.cNTRACT D<)Ck;MENT8. CONTRACTOR
6WALL SURVEY THE PROJECT AND BECOME FAMILIAR UAT-�-.
EXISTING CONDITZN5 A110 5COPE OF "op-< INCLUDrskG BUT NO
Lr!!TED TO 5UILD;W--6 54TE AND SO!L BEARING CONDITIONS
6 ANY ER R`+, (�)M;SSiONS OR NC4"!STENV--IES IN THESE
CONTRACT DOCUMENTS OR THE SITE AND CON8TfZjCTtGN
CONDITIONS $o-4A4-L ME BFWU604T TO THE ATTENTIONS OF
ARC4-01ECTURAL 5ERV`Ir-E&
TERIOR p_AN Z;0,11EN51" ARE TO FA(Z OF FOUNDATION
WALLS AND/OR OUTSIDE FACE OF WALL SHEATHING.
rNTEF;?jOR DIMENSIONS ARE TO FACE OF STUD FRA"WL-3.
EXTERIOR WAI-1-5 ARE 4' THICK (3-1ri' FOR STUD
FRA,ING AND i,'2' FOR SHEATHING), tN7`EFZiOR WALLS ARE 3-1/2"
LkZ-E66 NOTED CTWERWIlfjoE.
5. WINDOWS AS SECOND EGRESS (5LEEPIW5 AREA5) 54-44; BE
MINR-ljl 5.1 SQUARE FEET. THE M IN-IMIJIM NET CLEAR OPENING
"Et&14T Df"ENSiO64 SHALL ME 24 INC,4ES AND T'-E MNjljrj NET CLEAN
OPENING WIVT" 644A I-L BE 20". THE SILL HEICs Hll SHALL NOT BE "OrZE
THAN 44 NC4-E5 ABOVE FLOOR LEVEL.
,3 SLIDING GLAS6 DOORS AND ALL GLAZED AREAS -5LABJEC;--
MIDST BE SAFETY GLAZED. U6.
vo. TA pl.1;1Fi1, $ -
A. tNT=-RjOlR STA!R.JAYS SHALL HAVE A
MIN".Pl OF &'-S" (FtNISW TO FR415H) HEADROOM 6-1/4,"
MAXIMUM Ri5r-:R WEIGHT AND 13* MINTIUM TREAD LENGTH. THE
mtNjt-T,jM CLEAR WIDTH OF A STAIRWAY SHALL BE 36'. REFER
TO PLANA FOR EX,4--T 0"ENSIONS.
13. "ANPAILS; HANDRAILS SHALL HAVE A "Er-iWT Cc 34'
MEASURED VERTICALLY FROM THE NOSI`NG OF THE 'READ
At4D 644ALL BE PROIAIDED ON AT LEAST ONE SIDE OF THE
5TAIFWAY OF THREE OR MORE RISERS. THE HANDGRIP
PORTION OF THE HANDRAILS SHALL NOT BE MORE THAN 2
5.,5 rNrHE5 IN CROSS-SECTION DREN51ON AND HANDRA:LS
PROJECTIW-s FROM A WALL SHALL HAVE A SPACE OF NOT
LE55 THAN ONE INCH BETWEEN THE WALL AND THE
HANDRAIL.
G. GU ARVRAILS: PORCHES, BALCONIES OR RAISED FLOOR
SURFACES LOCATED MORE THAN 30 W-4-ES A501AE THE FLOOR
OR GRADE BELOW SHALL HAVE GUARDRAILS OF 36 INCHES IN
"E4e
.*HT. OPEN BIDE OF STAJV;Zb WITH A TOTAL RISE OF
MORE THAN 30 INCHES AE50YE THE FLOOR OR GRADE BELOW
SHALL HAVE GUAR RAILS OF 34 W-44ES IN WEIGHT
I F
A&URED VERTICALLY FROM THE NOSING OF THE TREADS.
HORIZONTAL SPACING BETWEEN THE VERTICAL M-ft5ERS IN
REQUIRED GUAFQf`RAILS SHALL BE MAXIMUM OF FOUR INCHES
AT THE NEAREST POINT BETWEEN THE I"TEM15ERS.
iI_ APPROVED, SMO<E DETECTORS SHALL BE LOCATED ON EVER"
STORY OF THE DtlIELLNG UNIT, INCLUDING 5AAE1'lENTS. )WERE
MORE THAN ONE 15 REQUIRED, ALL SHALL BE WIRED IN SUCH
MANNER 60 THAT WHEN ONE 16 ACTUATED, ALL WILL BE
ACTUATED.
12 FIREPLACE CHI"4EY8 SHALL EXTEND AT LEAST TWO FEET
HIGHER THAN ANY PORTION OF THE BUILDING WITHIN TEN
FEET, BUT SHALL NOT 13E LESS THAN THREE FEET ABOVE THE
POINT WHERE THE (::,H(".4E-Y PASSES THROUGH THE ROOF
Ia. FIREPLACES SHALL BE INSTALLED ACCORDING THE
MANUFACTURERS SICECIFICATIONS.
!4. NATURAL LIGHT AND VENTILATION MINIMUM
RE,9zj1REr-lFNTS:
4, LIGHT AREA PER HABITABLE ROOM- 8% OF FLOOR AREA
5- VENTILATION AREA PER ROOM: 496 OF FLOOR AREA
15. ALLPIINUM GUTTERS AND DOWNSPOUTS SHALL 15E
PROVIDED AS REQUIRED TO rleOvlr>E WATER FLOW AWAY Fwxl
BU!LDWS PERIMETER.
16. F`rcOADE ATTIC ACCESS OF 72' X 30" (MINIMUM) TO
ANY ATTIC SPACE WITH A 30' MiNttIM CLEAR WEkSpT
11. ALL WALL AND CEILING FINISHES 6WALL HAVE A
FLAI•IE SPREAD CLA6SIFiCATiON OF No GREATER THAN ;OC
AND MAXIMI.P1 SMOKE DENSITY OF 450,
FOOTING AND
FOUNDATION NOTES
a)
MAXIMUM STUD HEIGHT
(1) 2 X 4 5Fc- - &2 • 16' O.C. ___
!0' -9 3/8 "__ ! -_
I, 5 "4LL BE PROVIDED WIT" ADEQUATE P061TIVE
W-10 1/4'_
Ln
01
-TOT
Or<AIN. E ALLAY FRO." FOUNDATION WALLS.
(2) 2 X 4 6Pr 02 • 12' O.C.
14'- It 1/4'
—7&�-6
CONSRiEETE agORK S"AL.L HAVE THE FOLLOWING SPECIFIED
5/0'
---
(3;2 X A SPF *2 • V O;a._
STREN"�TW AT 28 DAYS P61-
TbpAxn
A. F345AEMENT LDA: 15 AND FOUNDATION NOT F>-% D
/-35x3-5x
Z35x3-5x
TO THE 'IF-AT"ER.
f7ll'
u
B. 5ASEME:NT 5_1AMS AND INTERIOR SLABS ON
jjn
Csli?AVE EXCEPT GAAGE FLOOR SLA56
gl
a.
5A5EEMEN'T W4LL8, FOUNDATION WALLS, EX
t
3'
WA-L5 AND OTHER VERTI=A.:- CdNGRETE WORK
/35x3-
r
EXPOSED 10 THE WEAT;4ER
5
4025
&X3 -5.
D. PORC ES. (7,A.RPORT SLAE36 AND STEPS EXPOSED
025
X
z.
TO T-4E LJEAT#-4=-R A GARAGE FLOOR 5LA06
7r-
NEL) iTF-5 C, 4.NZ:l
ENTRAN'E -0T 'gR
�P4TEEW 5; OCt T"-:,N
1%
4 T" :K -1
CoN-RO_ :A NO- "V-RE
'"4.N 30 -0- --ONTRO- jotNr5 *T-"
BE Ot- -E?N C, )l C *,Z 'c-
PqROVIOEZ; %klo./i:-:)F c- -I:- ✓ -'-OR
5ARRIER
DR ✓Ea: 'T
sz.A.-iG5 l-NC O`TEr< r:, Ly--4w, NOT tKj LN TO BE
-,A-- E-:,-ED AIT : FJrJRE DATE OR ?3'r THE
5J!LDKiG'- OF* ,f-ON LO,--AL S;-E �r l-!0N5
4 1-4E 50"0"1 �:w —A-- EXTENZI TO FRO5-
LINE. F<X*4Z,.:710N EXTENZ:; 6'
A5o,✓E r1,,6-4 5R,-%Z z 'rO F<Xffi >AT ICN5 AT A_,
P004-5
5 PER. "!E-ER IN9*j-/--;ON ON GRADE SLAE5 CONDiTiON S-4.%L-
BE x 24' RwfilZ) AND TO BE INSTA-,LEU B,' T"E
SON_-JRE T7-Z TOR
PERIMETER SHALL SHALL BE INSTALLED AN[-,:
LOCATE:, 4' --E 5JiLVER'6 L!eCRETION ACAT4)RDIN5 TO
LOCAL 5: -1E 4.%4-, CODE �IT!ONS. DRAIN P15C"AfinE
5-44LL jlTHA`"eOv-D SITE PLAN
SCKCARETE BOLTS SHALL BE 1,1211 DIAMETER BOLTS OR
:ODE AFIIRCF_D * GALY_� ZINC COATED C-L!1`15 (STRAPS)
E-15EDDED N 'ON--IRETE BLCXX.K OR Po.RED IN PLACE
CAoW__xRErE - AT POUR-=D CONCRETE WALLS,
45, mN".11 :5) SF'ACED AT 4'-0" O-C.
r4.AXR,IUM A.%C,' !-.' '-!Axl^TJM FROM CORNERS AW-LIOR STR14�P5
MAY BE PROVIDED IN LIEU OF BOLTS ABOVE WITH 5FACP<j
46 REC4"-lENVEZ) BY "414-FACTURER AND ACCEPTED BY LOCAL
CODE- R-004R F`LATE5 AND 5ILL5 TO BE SHIMMED LEVEL,
USE METAL 5"r"5 CKLY BELOW ALL BEAT -*.
a. Srl- Ful-IF TO BE :4674-LED AS REQUIRED AND LCw--ATEC;) AT
5JILDER'S D!5CJWTION
13. TOP COURSES OF CMJ. F0,NDATiON WALLS 5i 44LL BE
FILLED SOL0. INCLUDING THE COURSES DIRECTLY BELOW
STEEL BEAMS OF CORBELLED C.Mll.
0. CONCRETE FOFeAJORK TO 13E ADEQUATELY TIED AND
BRACED. FOO;W-16 ARE NOT TO BE STRIPPED, NOR 5AC-<FiLL
PLACED ASAINST THE WALL UNTIL THE WALL HAS
SUFFICIENT 6TRENGTk OR HAS BEEN BRACED TO PREVENT
DAMAGE BY THE BACK--ILL.
CRA4kL SPACES 5-4ALL HAVE A MINIMUM CLEAR
IF IS* Am. AN AaCCES6 HOLE OF .4 MINIMUM OF IS" X 74"-
EXTERIOR FOUNDATION WALLS CF MASONRY
CONSTRUCTION ENC.1-05INS BASEMENTS SHALL BE
DA"=PROOFE`D 51 APPLYING NOT LE66 THAN 3/e INCH OF
PORTLAND CjEr,�NT PAUSING TO THE WALL FROM FOOTWS THE.
FINISH GRADE THE FASaGtNG SHALL M COVERED LVTW A
COAT OF Aw"RorvEo Mirj"KO(A MATERIAL APPLIED AT T"E
RECAOM• E=) RATE. EXTERIOR FOUNDATION WALLS Or
CONCRETE CGNSTRLk--TiON ENCL05NG BASEMENTS SHALL BE
D/41FlF4eOOFEr- BY AFIF'LYI.s A MINIMUM OF ONE COAT OF
APPROVED BITUMNO1.15 MATERIAL TO THE WALL Fl;-w-f't THE
FOOTING TO THE P1NI&4 GRADE AT THE RECOMMENDED RATE.
:3. BUILDING FOUNDATIONS ARE DESIGNED BASED ON AN
A-0-6dIED 501L 5EAR1Ws G:APA--!rY OF 2000 PSF.
ADDITIONAL EWlifNlEERIW-z iS REQUIRED F SOIL BEARINC3
CAPACITY 15 LESS THAN 2000 PZ.F.
STRUCTURAL NOTES
I INTERIOR PARTITIONS SHALL BE 2 X 4 STUD CONSTRUCTION
WI TW 1,74 * GYPSUM BOAR-`, UNLESS OTWER05E NOTED
5EAP-W-s WALLS SWA4-L HAVE 6ruD PLACETIENT 16* Or-
,lA>MlUM. NON-LOAL BEARING NTERIOR PARTITIONS SHALL
BE 246 O.C. MAXrlUM MOISTURE RESISTANT GYPSUM
BOARD SHALL BE POROor:>EL, AT ALL &WaIJER AND BATH AREAS
WITH SMOOTI.4, WARD AND NON-AZ56ORBENT Fllsl15+4ES.
FINISH MATERIAL AND MOISTURE RE618TA1NT G*TP5UM BOAA0
WITHIN THE rlMED!ArE SHOWER AND MATH AREAS 51- 44-L
EXTEND 6'-0' ABOVE FlN184 FLOOR-
2. ALL EXTERIOR WALLS SHALL BE SHEATHED WITH 1/7'
5HEATAING. METAL LET-IN BRACING SHALL ME INSTALLED
PER CCINSTR TION D<XU-lENT5 AND SHALL BE LET INTO THE
TOP AND BOTTOM PLATES AND THE INTERVENING STUDS,
PLACED AT NOT MORE THAN 60' NOR LE56 THAN 45' FROM
THE HORIZONTAL AND ATTACHED TO THE FRAMING IN
COWOFaIANCE WITH THE "ANLFAcTURER'S 5PECIFICATIC11,45.
3. ALL BASEMENT INTERIOR BEARING WALLS SHALL 13E
SHEATHED WITH A '1'.N".J-1 OF 1/2" GYPSUM BOARD ON ONE
SIDE.
4. THE MtN(t-`IUMl GRADE AND ALLOWABLE 5TRE55E5 FOR
STIRLJCTURAL MEMBERS ARE:
A A 42 Do- f�m
A. STUDS - SPF STUD GRADE OR BETTER
15. JOIST - SYP 622, r'V--n, 14" f'01
(REPETITIVE MEMBER U5ES)
LYL LAMINATED BEAMS - 2W5 pi
D. TRU68E6 (ROOF AND FLOOR) - AS FER ENGINEERING
REQUIREMENTS
5. DESIGN LIVE LOAD5 ARE:
BALCONIES (EXTERIOR)
DECKS
GARAGES (PASSEEEN61ER CARS ONLY)
AT'rtC;S 'NO S'OR4CE WITH ROOF SLOPE
NOT 5EEFIER THAN 3 IN f2) LW-15P
ATTif;S ATTic STORACsE)
DWELLING LN!TS (EXCEPT 6LEEF`IN6 ROOMS)
SLEEF414ra 40 Lam` ';f
5TA!R5 4v
6. OPENW�sb aE--F-EN GARAGE AND RESIDENCE SHALL OE
EQUIPPED W47-4 SOLID WOOD OR 20 MiNLITEE FIRE RATED
INSULATED HOLLOW t-jr-T,4.1- DOORS NOT LE65 THAN !-3'8"
TH'CK- ALT14(J� o - 4.145:-lAY INDICATE
DOOR TW!5 15 404 RECL!fRED BY CODE AND WILL N:)T
13E PRO✓IDED
T THE GARAGE SHALL BE COM LETELY SEPARATED F l THE
FZE5109��NCE 14,14D ATTIC AREAS BY (!)LAYER V2' G*Y'PSI- [304R0
4Pf=j_4E TO 5,4R.VaC 51:;)F
2-
ER
7 AT Em L)
7
Q-=r-ER
T' -NN
OR 055 'OFei NT
5• lv BOAQV). N,461LEO MN 2x4
24
-'O`� `-TED ON 7q
,a. No BE
.-JAOIF 70 R�. ,c>E5 tL T.-E 4FlF-,0V" OF
FIRES ?: fi'OINCs 5*-4ALL BE PROv:DED. TO C;Ul GOR 41--
DR AFT OfIEN'N VERT'C-
Cs-
a
W IZON`T,41.) AND To FOR" AN EFF-CECTI.E FIR` BARRIER
BET31JEEN 5 - OR;ES, ALr.> BF-WE -.N .470P 5TOGR'� Atx�- ROOF
TN
SPA�--E. Plf��5TOPPIN6 -0*-i -td-L BE PROVIDED iN -HE
FOIL'-CWLrG LDCATiONS=
A. N CONCEALED SPACES OF WALL5 ANA
-�RTIT;ONS fNCLL;DiW-1 R-IRIq-4--0 5P4CES� AT THE CEILIN(S
' FLOOR L-EvEi.-
5- AT ALL iNTERI:.ONNEC-TIONS BEETwEEN CONCEALED
VERTICAL ANC HORIZONTAL &PACES 6UC-44 AS OCCUR AT
5-F;:fT5,[, C CEiLIW--5,C,CVE CFlLIW.,6,ErCJ
C. IN CONCEALEr, SPACES 13ETUEEN STAIR STRINGERS aT
THE TOP AND 50-701" OF 'HE R-Nt
D. 4T OPENiKC:16 AROU?✓ VENT, PIPES, DUCTS, CWI"lE-T'6
4 N FIREPLACES AT c:;EILIW-s AND FLOOR LEVEL, WITH
MATERIALS.
EXCEPT AS PROVIDED IN !T -
EM D ABOVE, FIRESTOFPiW�
SHALL CONSi5T
TWO !NCH NOPIN-4L LUMBER OR TWO
--4I0Klr=,cSE5 OF ONE NOMINAL -UMBER WirW BROKEN
LAP JOINTS. THE tNTE<:sRiT" OF ALL FIRESTOPS 544ALL BE
�IAIN74tNEE)
14. DRAFTSTOf"PINrl SHALL BE FlROVIDFD IN ALL FLOOR -
CEILING A55E'15L!E5 LN:,)FR THE FOLLOWING
C;lWoCUMSTANCE5;
A CEILING 16 5U-cPE',9>ED UNDER THE FLCCR 9RAM'WA'
6. FLOOR FRA'11W-3 15 CONSTRUCTED OF TtZi6-5-TYPE OR
OPEN LE!-3 PERFJRATED 1`11E�15ERB-
N, FLO0E-r-EILIN6 A-'6-E'l5LlIE6 'WHERE THE AREA 16
C0ZEATER THAN JOW SQUARE FEET, Tt-41F &FACE BETWEEN THE
CEILING MEMf9RANES 4d0 FLOOR 644ALL BE DlvlDED INTO
TILo OR MORE APPROXIMATELY EQUAL AREAS WITH NO AREA
CIREATER THAN IOW SQUARE FEET. DRAFT5TOPPIW3 SHALL
BE PROVIDED PARALLEL TO T14E MAIN FRA`1INC3 MEMBERS
DR4FTSTOPPW-x MATERIALS SHALL BE NOT LESS THAN 1112
INCH GYPSUM BOARD, 3/6 INCH PLYWOOD, 3/8 INCLI TYPE 2-
"-W PARTICLE BOARD, OR OTHER APPROVED MATERIALS
ADEQUATELY SUFIDORTED. THE INTEGRITY CF ALL
DRAFT5TOP5 SHALL ME MANTAJNED.
15. ALL t-ULTIPLE 2 X HE4Z>ER.*3 AND MULTIPLE L✓L 13EAI-15
.0
I TrOt�l
BE FASTENED TOGETHER AT TOP AND 50 -NTO EACH
ADJAf -ENT MEMBER WITH (MINIM I) TWO ROWS OF 16D NAILS
• I2 INCH O.C.
l(o ALL 5EA-15 WITH FLITCH PLATES ARE TO BE BOLTED
TOGETHER OTH 1/2 W*4 DIAMETER BOLTS AT 17 INC-44
Or STAGGERED TOP AND BOTTOM WITH TWO BOLTS AT EACH
END LINLE58 OTHERWISE NOTED.
---j 11. NOTC*4E5 IN BEARING WALL STUDS SHALL NOT EXCEED
25% OF THE STUD WIDTH AND No HOLES ARE TO BE BORED
GREATER THAN 40% OF THE STUD 11MIDT".
fq. No HOLES OR NOTCHES ARE ALLOWED IN BEAMS
W;THOUT THE APPROVAL OF ARCHITECTURAL SERVICES.
t% T'T Flr-A ROOF C4"TfLcTiON 16 TO BE 1/16 !NCH
ROOF SHEATHING (AMERICAN PLYWOOD ASSOCIATED RATED)
WITH 15• FELT AND CAOMP05ITION ROOF SHINGLES.
20, BALLOON FRAMING SPECIFICATIONS:
A. I v A lliAl I a.
SIZE, 5PECE5 4 5PAI--IWl
MAXIMUM STUD HEIGHT
(1) 2 X 4 5Fc- - &2 • 16' O.C. ___
!0' -9 3/8 "__ ! -_
(1)1 X 4 5Pi -2 • 12. 0,C.
W-10 1/4'_
4 6-F I&- OZ.
13' -1"
(2) 2 X 4 6Pr 02 • 12' O.C.
14'- It 1/4'
—7&�-6
-- 6P. --- ----
� • t' &E
(3) 2 X 4 -, g,
5/0'
---
(3;2 X A SPF *2 • V O;a._
1 W-1 1/4'
M. ') '.e f- !IIA".1 I Cl
SIZE, SPECIES 4 5PX%CfN6
MAXIMUM STUD HEIGHT
1) 2 X 6 SY'P 16, OZ.
w
(1) 2 X 6 5-P 12, O.G.
21'-5 V4"
2_Y. 4 SYP -1-10 {!o" 15.0
GREATER
21, STEEL LINTELS SUPPORTING MASONRY VENEER ARE AS
M-14 I "Nigh.
LINTEL 5CHEDULE
HEIGHT OF VENEER
lo
w
10
r-4
0
GREATER
m c)
I-
LLJ
MAX
SPAJN
fl.
16.
24"
32'
TbpAxn
3' to 6'
/-35x3-5x
Z35x3-5x
Z55x3-r>x
5x
/-3-rx35x
L35x3-,x
L3
31•
jjn
0-'s
/-3-%x35x
cis
025
x.3
Z5 5x
t
3'
-P4
;5�..Sx
/35x3-
%x
L4x3f
5
4025
&X3 -5.
025
L -1
025
03125
5.3 5
'S,
L SK4x
4-
wp
0325
0315
0315
09
1
22,
2 45 RECkii!QED BY LOr-'&L- BRICK (UA Ep
INDICATED ON PLANS) To HAVE 22 GAUGE (MINIMtV)
Co"ZjGAT-::), GALvANI:ED STEEL WALL TIES AT 16 tNCI-
oC. "Os;ijZONTAL A&-- 24 INCH O)G. VERTICAL PROVIDE
CONTfN00,4 5A-*.Pw- FL46,44w-- LL9TH WEEP LIOILE5 AT 4'0"
Ois, -lAxt-u-1.
23 ALL 6TP--;.�-TuRAL STEEL 614,2 LL COSNFORI TO A6TM
5PECFIC4TIl7N A36. -i-E cOjj,,*JS AND 5-%5E /CAP PLATES
54A-L CoNFO>� 1 TO AZ—. &PECIFICATION6 A50! AND A53.
24. ALL upooD SO,4,lNS TO E3E ANC: C TO CONCRETE
WITH METAL STAN,—)OP'- 4—'Ll STEEL SURFACES OF STEEL
C.OLIt-N5 &LiALL 13E $-+OP CCATFD OF
PAINT OR EOUIVALEN7.
MEC[I'ANICAL ANC)
'PLUMBING NOTES
ELECTre, � P-' WORK 5,44-1 '-
�7Mi 'v W! a•4 5TAT;---: -ND 46 WELL AS.
,�AEFNIWS,-(-DE5 4ND,(,-4R 02--!N4t4CES
-4-6W, AND WHICH
OR FOOC>`
-444 LL BE P:R=57OF -D
3 7T rAN5 5-4-f> - i 5E '✓ELATE ., TO <>j'SfDE AIR
4 BATURODMS wIT"OUT APPROVEZ,-
-TEC-". ISAL YENTILATiON Fy 5TE" OF
OF 4!R Elv-.Ry -%LEL vE 5A-f- O
')<,+AUST6 e",t4-L BE ✓EN'ED Dlf;--CTLN TO THE OUTSIDE
5 :T-!(; VFNT -'4TION; T4-4F NET FREE vENT!-,ATIW3 AREA
5HALL BE NOT LESS THAN ! TO 150 OF THE AREA OF THE
VENTILATED EXCEPT THAT TI-+E AREA MAY ME I TO
300, PROVIDED AT LEAST 50 PERCENT OF THE REQUIRE--
✓ENTILATfN6 AREA 15 Fli;.'01ADED 51" 'VENTILATORS LOCATED
IN THE UPPER PORTION OF THE S=AGE TO BE VENTILATIEZ' ,
AT LEAST THREE FEET ABOVE E4VE OR CORNICE vENTS'WiTH
THE BALANCE OF TWE REQAFRED VENTILATION Pll;IOVIDED BY
EAVE OR CAC�WICE VENTS THE NET FREE CROSS-
VENTILATION AREA MAY BE NOT LESS THAN 1 TO 300 OF
THE AREA OF THE SPACE VENTILATED WHEN THE VAPOR
BARRIER HAvlWs A TRANSMISSION RATE NOT EXCEEDING 1
FIE;Wl-1 16 INSTALLED ON THE WAK1*1 SIDE OF THE CE11-1145.
AIR INFILTRATION NOTES
i. CONTRACTOR SHALL INSTALL F15ERiLA-% SELL SEALER
BETWEEN ALL SILL PLATES AND TOP OF FOUNDATION WALL.
CAoNTRd.--TOR6 SHALL GLUE AND SEAL PLATES AT FLOOR AND
CEILING, AND ALL WINDOW AND FLOOR FLAW-IESIJAM55
PRIOR TO AND DUF;ZtW-x ERECTION-
3. ALL &WEATHW-2 PENETRATIONS PURW-s CONSTRUCTION SHALL BE PATCHED
AND REPAIRED ACCORDING TO MANFACTUREFVS SPECIFICATIONS.
INSULATION NOTES
THE FOLLOW RWs w=OF<"ATIoN DEeSF;Z!5E6 RrLAND'a r'IN;-tv
ENEf;,lr-'Y- CONVERSATION FACXA�-'zE. INEOA1LATiON CONTR.;: 'rO;ZIS
- wE "EKEMY' REQUIRED TO 151r, AND INSTALL IN5ULAT10N 51
THIS 5C-+-EDULE UNLE55 [N5TRJCTED (14 WR;T:WS BY
R'T'LAjND TO DO OTHERWISE.
2 CEIL4,465 - R-38 EX-OUN WOOL OR FI5Ew4CzLA-4,5-
3 CATHEDRAL C511-11436 - R-30 BATT INSULATION WITH KRAFT
FACE VAPOR BARRIER D<ALN. 1
4. EXTERIOR WALLS - R-13 BATT INSdJLATICN WITH KRAFT
FACE VAPOR BARRIER TO INSIDE.
5. EXTERIOR BASEMENT E>q,05ED FOUNDATION WALLS - 810-
6. FLOORS AT O'wSRI4AW-x5 - R-1,5 BATT INSULATION WITH
KRAFT FACE VAPOR BARRIER UP.
I. FLOORS OF HABITABLE SPACE OVER GARAGE AND CRALA,
SPACE - R-30 BATT INSULATION WIT" KRAFT FACE VAPOR
BARRIER TO INSIDE,
ELECTRICAL NOTES
1. ALL ELECTRICAL "TAI-LATION SHALL MEET THE REQiJIR5I`-lENT5 OF THE
NATIONAL ELECTRICAL CODE- ALL MATERIAL AND EaMPMENT SHALL MAR
THE LABEL OR APPROVAL OF THE UNDERWRITERS LADORATOMIE5, INC.
7. ELECTRICAL CONTRACTOR SHALL, BEFORE C4"TF;&r-TIOK VERIFY
SPACE REQUIRED FOR METER INSTALLATION AND SHALL NOTFY
GENERAL CONTRACTOR AND AR!CITECT OF ANY PROBLEMS-
3, NO PONT ALOW-s FLOOR LINE MEASURED HORIZONTALLY -
SHALL BE MORE THAN 6'-0l FROM A RECEPTACLE OUTLET.
4. vSRfFY LOCATION OF ALL s2FCEpTACLES FOR APPLIANCES
01" mANUFA/--TUFir=R'5 SPECIFICATIONS.
5 GROUND FAULT INTER.C-EPTE" 544AI-L BE PROVIDED AT ALL
BATHROOM OUTLETS PER THE NATIONAL ELECTRICAL CODE
ro. ALL &LATC44ES TO BE 4'-6' ABOVE FINISH FLOOR TO
CENTER LINE OF SWITCH UNLESS OTWERW15E NOTE[)-
1- ALL CONVENIENCE OUTLETS ARE v-o" ABOVE FINISH FLOOR
TO CENTER Lf?,IE OF OUTLET UNLESS OTWEftMSE NOTED.
8. ALL CONVENIENCE OUTLETS UAT" SWITCHES TO BE 50TCHED
AT TOP ONLY, in 1
9, ALL EXTERIOR WALL BIRACKET FIXTURES TO ME &'-V' ABOVE
IljNiSH FLOOR TO CENTER LINE OF FIXTURE- Z
INDIANAPOLIS NOTES
I MONARCH 5PEcFICATiON5: EXTERIOR WOOD TRIM 16 NOT PER PRNT- IN AN
EFFORT TO PROVIDE A LOWER MAINTENANCE D<TERIOR, WOOD TRIM fe UI&F--L'
ONLY AROUND GARA-
,7E DooqtS, FRONT DOORS, AND FRONT POR'C,5-
2 PREMIER &PECIFICATI(DNSt (WCLUIDING BRADLEY,
CARLISLE, GENEVA, HAMILTON, PIANG"E5TIER, PRESTOCK, AND LIESTOK)
EXTERIOR WOOD TRIM 19 NOT PER PRINT ALL WOOD FA-O/--IA RECEIVES Wr'0-1
SOFFIT. ONLY FRCNr-FAr-NG L)OOE) TRIM 15 STANDARD. SVE45 AND READ -'R--
IS ALU-1.1NUM OR VINYL WRAPPED (!WOO:- TRIP'! AT SIDES AND FREA'R 16
AVAII-43-E AS AN OPTIC`f;)
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