HomeMy WebLinkAbout14-A075TABLE 402.1.7
INSULATION ANO FENESTRAT
1. ALL DIMENSIONS AND ROOM SIZES SHALL BE '
VERIFIED BY BUILDER/OWNER BEFORE
CONSTRUCTION.
2. ALL WORKING STANDARDS SHALL REFLECT ALL
LOCAL & STATE BUILDING CODES.'
-
�.IiEVq-Ica,,; '9h6v t
3. ALL UN -DIMENSIONED DOORS/WINDOWS/CASED
OPENINGS SHALL BE CENTERED OR HAVE A STUD/
JACK CONFIGURATION.
4. DRAWINGS ARE DIAGRAMMATIC AND ARE NOT
I INTENDED TO BE SCALED FOR MEASUREAiENT5.
t( t {, a. R-valmnareminlmums.U-fadomwdSHCC2Mnimimums,R-t9battscom ressedlntoa nom -
E�eVR�ab�� o / 1�vA}+ r _�_�, _ -� more shall he marked with the compressed bad value in p nominal Isreduced h R-1 or
�. a fust thickness R value. - - Y
' - `NOTICE. CONTRACTOR. SHALL REVIEW PLAN AND ti. The fenestration UFaaor column excludes skyeghts. The SHGC column applies to all glazed fenestration,
REPORT ANY INCONSISTENCIES, DISCREPANCIES, OR c 15/19 meartsR15 continuous insulated sheathing on the tntedororexterlor of thehome
shall be pentrlttedbbe metwith R-13 cavltyfasulallonon the or R-5 cavity anny Insulationat[he sheathing orthebasemenr xteforoft9'
AMBIGUITIES TO MICHAEL J. KONOSKY ASSOCIATES ; InterlorafWebasementviallplus R-5 conunuouslnsulatedsheathingonthe tntedorarexterlorofthe
home.'1013' mems R-10 contlnuollslnsulatedsheathingon the lnterlarorexterlorotahehome orR-13 cavitylnsulatlOnat the lnterlorofthe basementtvatl.
BEFORE. PROCEEDING WITH WORK, d. R-5 shall be added to the required slab edge R -values for heated slabs. Insulation depth shall be the depth of the footing or 2 feet. whichever is less in Zones 1 .
r U through 3 for heated slabs.
- ' ' ' • e. There are no SHGC requlremems Irt the Marine Zone,
f. Basement wall Insulation is not required In warm -humid lWedlons as defined by Figure 301.1 and Table 301,1.
\ _ g. Or Insulation su®dent to nil the framing cavity, R-19 minimum.
I h. '13+5' means R-13 oavltylnsulation I� 41plus R-5 fnsulaled sheathing. structural ural sheathing covers 25 percent or less of the exterior, insulating sheathing is not
sasoc smmc a»esc eq lrmwwhemstmtu tshheathinglsus cI structural sheathing covers more than 25 percent of exterior, structural sheathing shall be supplemented with Insu-
lated
I. The secmrd R -value applies when more than hair the insulation Is on the Interior of the mass mil. - - -
J. For lmpoctreed ferestratlon cern I in with Section 8301.2.1.2 of thernlunarlonnlResfdenNafCodeorSection 1608.1.2 crib a Infemallona/Bra1d/ngCode, the
. gquera ao
equerc delumn mextmum Ufacmrshall be OJ5 in Zone 2 and 0.651n Zone 3.
on od0000 o � •
arer�ne&
Riaht-51de Elevation IL
scale: 1l4"=1'-0" - i
r• 31n1 Witt VIR;- 1 R'Vlas a -
I DECK
for Sl iin'O` ! 28'-3" X a' -ate
-
_ ifl: �t13 `+ra� . I! Itll !♦ y : �fi..'i'� i � �I� +yr tt ��f 't. � fi `r i�1 .1 �• tI .,� 6tl •
J ( 'L�r WI �1_� 1r11��ilStfl I
�ti ��..�.: ; �,r,:•' s � I1.'ti�li'�lla E7.4'4L` r1'�Ir�Ei`l�� ��? .. i � _-.
s - h 711.' �C?i'0 _ �G•1tl6f.J'. d ..t„� Ei - n 4't hidh aria $ I'
V362593 'V35245a NS]/�
L -I :11011 t�'a. A'ac'�-.-_.�. I�I>� een.auds - --: - -
I -
� ♦%v 17 Y -r
Y _
a:.
Y
GARAGE
' 21'-4„ X 20'-4„
Fa en Residence
--
Fag
en
Road, Yarmouthport, MA
TABLE R301.2(1)
rae6,w"er>y...rn.-oraNVr.I xr=ro.-arrw.
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
a u.',n�e�'u. .nn,rrt<wauy
tON
REQUIREMENTS
BY COMPONENT°
AIR
FREEZING
1NDEXi
MEAN
ANNUAL
TEMP
SPeeda
Topoilrephlo
CLIMATE
. 20NE
1
2
3
4 except
[14•rine
h
^r1vlarine 4
..::u:,
6
7 and 8
Far 51: 1 Coo[
FENESTRATION
U•FACTOR°
1.2
0.0
0.501
035
,
- r
035
0.35
a 364.8 mm.
SKYUGAT °
UFACTOR
0.75
0.75
0.65
060
: x e-
0.60
0.60
: GLAZED
FENESTRATION
SHGC°•°
0.30
0.30
0.30
NR
�1R
NR
NR
CEILING
R•VALUE
30
30
30
38
38 xs,:
49
49
WOOD
FRAME WALL
R -VALUE
13
134/6
13
13
- gin.
20 or 13+5h
21
MASS
(WALL-
R -VALUE?
314
5/8
5/10
+•
15/19
I9/21
FLOOR
R -VALUE
13
13
t9
10
309
38s
eASEMEN'fs
WALL
R•VALUE
0
0
5/13,
10/13
-r <_:
15/19
15/10
SLAau
R -VALUE
&DEPTH
CRAWL
WALL
R•VALUE
0
0
0
0.
0
5/13
10,2fC
+<', T _r
lD, 9 ft
!0/]3
, � t F ,-
10/13
10, 4 (t
10/13
t( t {, a. R-valmnareminlmums.U-fadomwdSHCC2Mnimimums,R-t9battscom ressedlntoa nom -
E�eVR�ab�� o / 1�vA}+ r _�_�, _ -� more shall he marked with the compressed bad value in p nominal Isreduced h R-1 or
�. a fust thickness R value. - - Y
' - `NOTICE. CONTRACTOR. SHALL REVIEW PLAN AND ti. The fenestration UFaaor column excludes skyeghts. The SHGC column applies to all glazed fenestration,
REPORT ANY INCONSISTENCIES, DISCREPANCIES, OR c 15/19 meartsR15 continuous insulated sheathing on the tntedororexterlor of thehome
shall be pentrlttedbbe metwith R-13 cavltyfasulallonon the or R-5 cavity anny Insulationat[he sheathing orthebasemenr xteforoft9'
AMBIGUITIES TO MICHAEL J. KONOSKY ASSOCIATES ; InterlorafWebasementviallplus R-5 conunuouslnsulatedsheathingonthe tntedorarexterlorofthe
home.'1013' mems R-10 contlnuollslnsulatedsheathingon the lnterlarorexterlorotahehome orR-13 cavitylnsulatlOnat the lnterlorofthe basementtvatl.
BEFORE. PROCEEDING WITH WORK, d. R-5 shall be added to the required slab edge R -values for heated slabs. Insulation depth shall be the depth of the footing or 2 feet. whichever is less in Zones 1 .
r U through 3 for heated slabs.
- ' ' ' • e. There are no SHGC requlremems Irt the Marine Zone,
f. Basement wall Insulation is not required In warm -humid lWedlons as defined by Figure 301.1 and Table 301,1.
\ _ g. Or Insulation su®dent to nil the framing cavity, R-19 minimum.
I h. '13+5' means R-13 oavltylnsulation I� 41plus R-5 fnsulaled sheathing. structural ural sheathing covers 25 percent or less of the exterior, insulating sheathing is not
sasoc smmc a»esc eq lrmwwhemstmtu tshheathinglsus cI structural sheathing covers more than 25 percent of exterior, structural sheathing shall be supplemented with Insu-
lated
I. The secmrd R -value applies when more than hair the insulation Is on the Interior of the mass mil. - - -
J. For lmpoctreed ferestratlon cern I in with Section 8301.2.1.2 of thernlunarlonnlResfdenNafCodeorSection 1608.1.2 crib a Infemallona/Bra1d/ngCode, the
. gquera ao
equerc delumn mextmum Ufacmrshall be OJ5 in Zone 2 and 0.651n Zone 3.
on od0000 o � •
arer�ne&
Riaht-51de Elevation IL
scale: 1l4"=1'-0" - i
r• 31n1 Witt VIR;- 1 R'Vlas a -
I DECK
for Sl iin'O` ! 28'-3" X a' -ate
-
_ ifl: �t13 `+ra� . I! Itll !♦ y : �fi..'i'� i � �I� +yr tt ��f 't. � fi `r i�1 .1 �• tI .,� 6tl •
J ( 'L�r WI �1_� 1r11��ilStfl I
�ti ��..�.: ; �,r,:•' s � I1.'ti�li'�lla E7.4'4L` r1'�Ir�Ei`l�� ��? .. i � _-.
s - h 711.' �C?i'0 _ �G•1tl6f.J'. d ..t„� Ei - n 4't hidh aria $ I'
V362593 'V35245a NS]/�
L -I :11011 t�'a. A'ac'�-.-_.�. I�I>� een.auds - --: - -
I -
� ♦%v 17 Y -r
Y _
a:.
Y
GARAGE
' 21'-4„ X 20'-4„
Fa en Residence
--
Fag
en
Road, Yarmouthport, MA
TABLE R301.2(1)
rae6,w"er>y...rn.-oraNVr.I xr=ro.-arrw.
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
a u.',n�e�'u. .nn,rrt<wauy
2009 INTERNATIONAL RESIDENTIAL
xalxs)I.t*.pd.r®,v.rm•+m marm�ere�.emrestcss,cm,cn.evo,c ra,e w,cveeeea
\IM°e"IH4N".Y"v,,.4..r"roaumA.eh.BWdhFlmeR�m.lr1?M'uial'sea, d,fi6e V.Y�Oaeau W6ulnnN
GROUND
"SNOW
LOAD
WIND DESIGN
SEISMIC
DESIGN
CATEGORY[
SUBJECT TO DAMAGE
Frost line Termites
WINTER
DESIGN
TEMP&
ICE BARRIER
UNDERLAYMENT
REQU1REDh
FLOOD
HAZARDS9
AIR
FREEZING
1NDEXi
MEAN
ANNUAL
TEMP
SPeeda
Topoilrephlo
0.75
(mph}
effdectsk
0.197
Weatheringa de�p}thhbb
0.360
0.477
2
0.65
0.75
30
110
,I��
0.064
SEV�"-'�"
48
8
TO HEAVYE.
✓�
YES
0,035
150049&6.
0.141
0.047
0.091t
0.13G
.LLL���
0.35
7
0.030
0.082
0.141
0.047
or less
0.065
18'-D"
30 :Y 1
CZD43
Pmfnebnel oulwmher 93271 I; esaR;;?I I
e
PC436R l M496R M436R W73EEY11336R
..... .
3tleC i it) LIVING
- ( I 18'-3" x 13'-7"
- - - - - - - - - - - - - - - -
UP
First Floor Plan
scale:114"=1'-0" -
6x6pt post wrap w/ azec
or composite column -
post anchor @ base
0
U�0
`WORK MUST CONFORM TO ALL
WN BY AW REGULATIONS BATH
ox m 7'-10" X 7-9"
RMOUTH WATER DEPT DATE
TABLE 402.1.3
EOUIVALENT U-FACTORSa
CLIMATE
ZONE
FENESTRATION
U -FACTOR
SKYLIGHT
UFACTOR
CEILING
Id•FACTOR
FRAME
WALL
UFACTOR
MASS WALL
UFACTORb .
FLOOR
U•FACTOR
BASEMENT
WALL
!/-FACTOR
CRAWL
SPACE
WALL
UFACTOR°
I
1.20
0.75
0,035
0.082
0.197
O.D64
0.360
0.477
2
0.65
0.75
0.035
0.082
0.165
0.064
0.360
OA77
3
0.50
0.65
0,035
0.082
0.141
0.047
0.091t
0.13G
4 except Marine
0.35
0 G0
0.030
0.082
0.141
0.047
0.059
0.065
5 z id lanne'4.
0.35 I., ";
_0 GO
;'x0'030 :
F `0 057
` 0 0$2`-
3� Oi033 }
< D 059 <y
K�4 p;ii us,
G
0.35
0.60
0.026
0.057
0.060
0.033
0.050
0.065
7 a d 8
0.35
0.60
0.026
0.057
0.057
0.028
0.050
0.065
710
U
t
MASTER BDRM
r 1 2'•51' x 13'-5"
_ C��
M 65•ER BAT `I1
S"X 11'-7"
YAhPJO�� �, t
6
KING'S
3E e qo
ao36
a. Nerfenestraton Ufactors shall be obtained from measurement, calculation or an approved source- '
b. P.'hen mor than half the Insulation is on the Interior. the masswall Uraclom shall be a maximum or0.17 in Zone 1, 0.14 In Zone 2, 0.12 in Zane 3, 0.10 in Zone 4
except Marine, and the same as the frame wail Ufaclor in Marine Zone 4 and Zones 5 through 8.
a Bsemem wan Ufactor of 0,360 In warm -humid locations as defined by Figure 301.1 and Table 301.1. --
E,yPPP.,C.V
U-_�
�tlur,
LT17'GIITH
CLD K hG'S HIGHWAY
Mill®I
F f1
PIE
PIE
�I-
O
SL.
3
A-
Mill®I
F f1
PIE
PIE
_ - Fear VNAJ
SCAB BOARDS X 4 sr [aI2l
- - ser P1173
- ----",((
,
BRACES CXO.4NSfRUCTKNi TUBE
S6
9,xxUt•A1R7SSifsSAfRfSpif5SFpRl--
t.
I —
s
STAKESXd
ON
RR�OS]T]rRApIRreF"olx1
slI
Rp1
A'
b1
SCAB BOARD 145mmmSpq iFR
R
BlUI
e w wx
SCREWS
rooTGFORd
CD
OFWTAMD rSCRE4IS
CRUM GRAM. as ryatl ERen
----- --- --- Footings
FLINCH SEAM DETAIL ---------
-
'
scale: NTS i5EE ENGINEER GALL 5HEE11
i
I
GUT IN NEW DORMER
SEE RIGHT-51DE ELEVATION —
a.
L_—,_._—__,----------
3/2X8or2/2x10@ea end
match existing framing
�2 x 8 @16"oc or 2x10 @ 16"06
remove column 0 - — — — — — —
and 112 wall install ---;—^-- .
flinch beam[see detail] I
,woo Ii
I—EXISTING RIDGE
( 31 2X or 2/2x10@ ea end
I
matcIll xisting framing 1 1
1 1 2 x 8 16"oc or 2x10 @ 16"o GUT -IN NEW DORMER I I I
5EE FRONT ELEVATION
!. r
II -
6x6pt post wrap wt azec
or composite column I^I
post anchor @ base 1 1
� I1 I •" I I '. I i
, I
[• 1 I ( I
.O I I----'-------..��. .�.—
L .— — — —1 OLD Kni.�S
1
..:47I
R5102.2.2.I Deckledger connection to band joist. For decks
�-. supportingatotal,d'. fg loadof5Opoimdspersgvarefoot-(7294
2" x 10" PT FLOOR JOISTS @ 16" O.G. Pa) ,[40 pounds per square foot (1915 Pa} live quad plus 10
" I S
W/ 1" x 3" GRO55-51RIDGING @ pounds per square foot (479 N) dead road]', the connection
Ft-tT 2X 10 PT L DGER W/HANGERS .
be#weenadeckled airessure
reseTvat#4e-treeted Southern
SEE REOV ANCHORING NOTE MID5 AN( JOSTS
Pine, Incised pressure -preservative -treated Hem -Fir or
appraveddecay-resistantspec'ses. and a2 -inch (51 n-irn) nominal
3� 5 St constroctedwithT,l inch(12.7in)la screws or boltswith ab-
ti i lumber band Hist hearin On a sill tate or'Nvall late shall
��irgtWft r('ct cl z- ( g vvnsh-
sg axSAT- ibt!O,C, ersinaccardancewith Table R502.2.2.1.Lag screws, bolts and
Fwashers shall be hotAipped galvanized or stainless steel.
rfa(5
st�"u
Awit L �� '.r I All
S-vM .�)
avE I k� 412 X 10 FT BEAM
05T WITH 51MP50N P05T/BEAMD 'r, -:S H_ ANCHOR
6 X 6 PT F ° ".�
' '� "' KiCIGlllygY
& 51MP50N P05TIFOOTING ANGHOR TO
ty g 1. ALL DIMENSIONS AND ROOM SIZES SHALL BE
BlGFOOT FOOTINGS A5 SHOWN VERIFIED BY BUILDER/OWNER BEFORE
iVT-t-
(L% 0 IL
Roof ia d Flan FOOtlnasr4t Floor FtaminA Flan CONSTRUCTION.
! -a �'P�
scale; 7!4-0' `=1'
j;`; 91 5 2, ALL WORKING STANDARDS SHALL REFLECT ' ALL
SH!
LOCAL &STATE BUILDING CODES.
I! x ! ri11 3. ALL UN—DIMENSIONED DOORS/WINDOWS/CASED
, 1 OPENINGS SHALL BE CENTERED OR HAVE A STU
01
w 4L D/
SNr�t1Nb JACK CONFIGURATION.
4. DRAWINGS ARE DIAGRAMMATIC AND ARE NOT
INTENDED TO BE SCALED FOR MEASUREMENTS.
NOTICE: CONTRACTOR SHALL REVIEW -PLAN AND
REPORT ANY INCONSISTENCIES; DISCREPANCIES, OR
AMBIGUITIES TO MICHAEL J. KONOSKY ASSOCIATES
BEFORE PROCEEDING WITH WORK.
i
t
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'p
m w
do
>�O
r
0 0
235 is
2
P. 0 0
b ,
�' uF9i k4 l �'•
N
RLLm N
C.S � R
B '^' •�
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in
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N %•
N .O O OD
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it
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,,cwt l
plan# 041513
plan date
6/6/2014
sheet:
F_
1 �
J 014 MAX.
--- 013 MAX.
1
D14 MAX. I j
PIPE OR CONDUIT
2 IN. naw. FROM TOP + FLOOR JOIST::. END CUTS
AND BOTTOM OF JOIST D (ACTUAL DEPTH)
L
+t � -D133 MAX,
R502,8.2 Engineered wood. products,. Cuts, notches. and 1
doles bored In trusses, structur.3lcomposite. lumber, structural NO NOTCHES
glue -laminated members ori joists are prohibited except D1� MAX PEFttUiITTED [7
D13 MAX, I
lr,nerr• permitted 17}> the manufacturer's recommendations or
* uhe ria the effel. is of sucha itera:tiarrs,3re specifcali}r t ons9:dered
in 11--e design of the member ky a inggrfstemd design ffrnfes- i ]
sAarl: tl. D, 6 MAX.
FLOOR JOIST - .CENTER CUTS
. TABLEN11024.2
AIR BARRIER AND INSULATION 1
_4 fill IV
2Xb oQ 16"O.C. WALL MATCH EXISTING
a no
CEILING HOT Tb"+/-VIF
112"CDX PLYWOOD
R-21 FIBERGLAS INSULATION OR EQUAL
COMPONENT
NSPECiION
Attics w•ltiout storaget,
CRITERIA
Air hirtior and iherutal banirr
Kx¢:rior thermal eovclapa iasnlation fur rainted walls is bwtalhd in sulntanlinl contact and eonlimtmn
1•iabitabll-attics and ali10 served
147111 fmcd Stairs
aligns till Milt lntilding mvelopL•air battier.
aulc,Ol&—s Iexter'ior illid deeps"
rmnks ar Job"S In rile aur bamicr am 1111W or repaired.
Pira r-sca xs
Air-micable b)sidatian is nal uxd as aSealing maiciial.
ceilirrgraic
Air barrier inaty dropped eellingfsnfFll is substaitdWly aligned wilh insulation amtauy gapsaresealed
Attic. access (mcc n uu,A,,,d knee
Gnardrall in -fill com xmrnisr
attic), x111 dlwr. or dia) down stair Is seated.
Walls
Comm and Ircaders arc IMIL11(d.
Roorit§ otter than slec inn• roam
-nation or finuidafton and sill Efale is soled.
Wim taws and dewrs
5 ce I)MIwn winduwittunr antis and (matin,. scaled.
Rini joisu -
Rim olstx arc blsdan:d and inchxle anairbmNcr,
and ca naltmTrrciudg 1 a norssr1) garago
Insnlatlon Ls 111":dhd In nsntarn mwith undeside of robfw, decking.
O•p
Air barrier is installed al any tm )srdW a of floor. -
Cmwlspacc walls
Insidattatt is 1><m)ancnlly nnache,1 ro %"Ik -
o
lixpostsl molt in nm•enled erawhimes Ls coveml with Cl,,,, I"par muasler salt uverhppingjoinls
U
to )nl.
Shaws, po"nidans
llttct shafts, nudity pmrt tmdons, knot walls and line shafts apening m cxterlaror tmcwtdldoned space
m^
aresaltd-
Natroweavnies
13,1115 in narrow cavilies are em to f'it, or nrrmw cavi ties am faint bySlim ailbto%" imilatim.
Garnigy Sep4nallin
Air A)alin_g lv )mvid"I bi-mmert die Fanagir and conditunedspaces.
Rl "SLA lighlini;
Recessed fight fixltam ara.rinigilL IC. mredandsrabsl
...w
av
Exm tion-frxlr ineonditfoneds aec
1'Titmbing and wiring
InslAinon is Placed [xhsncn omsidn and pi m. Balt imWailon Ispn to RI ammtd wiri,g arta plumbing,
ors )mycd'bimm
5'.M..
W 7
ttl .yi
imniaino cslenrk bdtuld i in ad wiriu -
Shawrr:iub nn extnrinr wan
S s and robs oil exnrinr waltz h1ve bonlalion and an airltaiierseparathtg them from ibe etlerror
a
mno.
xlenar
Air barrier exi mds bhind Itaxes nr air seated type Luxes am Imalled-
galri�.'Ibb,r,r
Air barrieris bistalhvt kt eontmon x111 bmn dwelltn imus.
IIVACs
lscr hunts chat rrnetrnm baitdln enaeldtl,1lali-
U
V
rbc ItlICC 1"16 Incltxle all air hlrrCr.
314" ADVANTEC 5HEATHiNG
I TABLE R301.5
MINIMUM UNIFORMLY DISTRiBUTED LIVE LOADS
(in pounds per square foot)
n n FLOOR JbISTS„
CLOSED CEloU FO MIN R-55
Wl AIR BAR*ICR I
i
' 1
L,
B16FOOT FOOTINGS [SEE FOUNDATION]
MIN 4b"5ELOW FINISHED GRADE
USE
LIVE LOAD
Attics w•ltiout storaget,
10
Aff1cs with limited stura�)eb,H
20
1•iabitabll-attics and ali10 served
147111 fmcd Stairs
30
aulc,Ol&—s Iexter'ior illid deeps"
40
Pira r-sca xs
40
Guardrails and itarti Is'
209h
Gnardrall in -fill com xmrnisr
505
Passrrit±ervelticie ara es”
5o,
Roorit§ otter than slec inn• roam
40
Shn:lin rnocns
30
slain
.T_
S'ar 51: l hound per srlsare fact= 0.0.179IINlmr, i square Inch= 0.45 .mrr?,
1 Fiaund = 4.45 N.
-- a. Fle:ajcd purage floors shall be calstble rrsapporting a 2,ow-poold load
_ apollud cwur a 20 -square -melt areal
Cross Ix :hues ts-tlhanl starage are thosew'here the nuxurnun clear helght between
a=le: nts Jolst and rafter is less Man 42 Inches. arw•here thorn are imt titin ormare adla-
R31Sr,1 Carroll malloYide alarms. For neWCOnstrLICtldn an card tnlssP.swuhthe Sallie Web rmilgurtloncalMN0OrclWalalrtgaredan-
gle .12 3ndles high by 2 feet made, or gmiter.lacaterl w uldn the plane o€tbe
appcOved CaCl74n monoxide alanln shall be installed. outside Of buss. Far allies with aiu strange, this 3t<e load nc2+d net be assttrned to ad
each separate sleeping area in Ilse immediate,,--jCinity of the r-onciarentlywith any Dluir[No lead Mialrem.nts.
bedrooms to durflir g; anus wi thin vdilcll furl -fired $ppliaiurnS c. Itidrvldual spur treads slush ].:z deslI for the urdfarmly elstnbtiled Uve
In dVlM11 ora 300 -pound ales eniraled load acting atter anareaof 4 square inches,
afe.I.nslali?d and irellin°; II.I1113 tjlatllH4te atta:ChE[1 garages, whIdlevnrIvAlIces [lie gTe3tersiresses,
8314.3 Locatiom Smoke alarms shall be installed In the fol-
lowing I-ocations:
1. In each sleeping room.
2. Outside each separate sleeping area in the ilnmediate
vicinity of the bedrooms.
3. On each additional .star yof iirr. rflszllirr , Including ta,ise-
irrOUL;sand habitable afties llt.!t that including crawl spaces
and uninhabitable attics. In drrv,'RLy.s or dicx P.,f7g urJits
%Ylth split levels and vdihatlt an Intervening door
bet%vicen the 941acent :Jevels. a smokz alarm installed 0.
the upper level shall suffice for the actUacent lower level
provided that the lower level is less than one 61.11 mor v
below the upper level When inore than one stl7a•l.z al<t.mi is required to be inslalietl
wi:thirt an individual ei'm effigy unit the alarm. devices. shall be
interconnected In such a. manner that life actuation of one.3larin
wit] activate .111 of the alarms In the individual unit.
d. ASIMlecancentratedload applied inanyt,LiraUtInatarty potntalorglthe top.
P. Set,Sec:tion 12502.1.2 rordecks attardwl In atterlor walls.
C. Guard In-Illicomponenls tall uirnse etcept thehandralll, balusters and panel
suers sUiN be designed to wltisntnl a horlmntallyappued nonnal load of
50 paunds on an area egnal to l square fa:d.'nt s load aced not be nsstmkx110
act collnuretuly with arty otter IN,! lout regairentenl.
P. For attics with tltnu d slarage and constntclnd w41h ITIMms- 11135 live Joad
need bo- apPu"d anit• to thOW llonlata of the hotlam chord where Ihere are
RVD Or more adj'went Irims wb11 file same web coellguranoncapable of
Containing a rectangle 42 inches high ar grealer by 2 feet wide or gra3ler
located whian the cdare of the tnis-s- The redangleshatl Dt betweerthe lop
Of the b:llforn chord and ilia bottom ofany of er tnlss member, prrrided that
each Ortw foikxvimr cluvria is nwl.
1. '[itealtJc area Is accessible b}•a pall-dawnstalnsap Dr fnmtedopenkleg
!n accorlfarla� with Secl3on R807.7.
2. '11de truss h:is n imttam cimrd inch less Ilran 2:1Z
3. RequiredLitsnlaaondepihIsIanthatlihebottomchordnlenaberdepth-
The lxlitim chards orimsses Ineeting the alum a eriterla far Broiled SIOT_
ape shall he designed far life greater of life actual lmJrxr,d dead load of, 10
sf,
p , I i
nlrnrrnly dlstrllaned over tic entire span.
h. Glanrig laiitd in Itandrail asseinbhes and glwrls shall be des4prced will, a
salary hxl prof 4. The safety factor shall to aonllcd to each or the ccxtcen-
traled loads aprplied to IN, lop or lir_ rail, and to the land Do file In -fill COMIo-
I'M%. -niil-.m loads shall be determined mdepteirlenl of onepnuther, =1
III;& are assumed lull to ocuu with arc,: other ltve load.
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JUL 21:'31.4
YARM6airi
OLD KINGS HICHIAMY
i
i _
LOLD
�J _1 2
K6v.,'S HIGF{yYAY
I
1. ALL DIMENSIONS AND ROOM SIZES SHALL BE
VERIFIED BY BUILDER/OWNER BEFORE
CONSTRUCTION.
I
2. ALL WORKING STANDARDS SHALL REFLECT ALL 1
LOCAL & STATE BUILDING CODES.
3. ALL UN—DIMENSIONED DOORS/WINDOWS/CASED t
OPENINGS SHALL BE CENTERED OR HAVE A STUD/ I
JACK CONFIGURATION.
4. DRAWINGS ARE DIAGRAMMATIC AND ARE NOT
INTENDED TO BE SCALED FOR MEASUREMENTS.
NOTICE: CONTRACTOR SHALL REVIEW PLAN AND
REPORT ANY INCONSISTENCIES, DISCREPANCIES, OR
AMBIGUITIES TO MICHAEL J. KONOSKY ASSOCIATES
BEFORE PROCEEDING WITH WORK.
plan# 041513
plan date
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JUL 21:'31.4
YARM6airi
OLD KINGS HICHIAMY
i
i _
LOLD
�J _1 2
K6v.,'S HIGF{yYAY
I
1. ALL DIMENSIONS AND ROOM SIZES SHALL BE
VERIFIED BY BUILDER/OWNER BEFORE
CONSTRUCTION.
I
2. ALL WORKING STANDARDS SHALL REFLECT ALL 1
LOCAL & STATE BUILDING CODES.
3. ALL UN—DIMENSIONED DOORS/WINDOWS/CASED t
OPENINGS SHALL BE CENTERED OR HAVE A STUD/ I
JACK CONFIGURATION.
4. DRAWINGS ARE DIAGRAMMATIC AND ARE NOT
INTENDED TO BE SCALED FOR MEASUREMENTS.
NOTICE: CONTRACTOR SHALL REVIEW PLAN AND
REPORT ANY INCONSISTENCIES, DISCREPANCIES, OR
AMBIGUITIES TO MICHAEL J. KONOSKY ASSOCIATES
BEFORE PROCEEDING WITH WORK.
plan# 041513
plan date
,. .