scan 010FLOOR JOIST SUMMRRT I FLOOR JOIST SUMMARY
WIDTHUNIT S ING SIZE. SPECIES AND GRADE OF FLOOR JOIST WIDITi SIIZE.. SPECMS AND GRADE OF FLOOR JOIST- SEE NOTE •1
2V
SE
2x6 SPF (SOUTH) •1 OR EDURL
24'
16"
24, SPF .2/•1 OR EDUL
24'
241
2x10 SPF (S(1UITH9 OR EU.F1L
2E
12'
2x8 SF •Z/•1 OR EOUFL
26
SE
2.1 STP •2 OR ECURL
26'
1E
2xil) 5PF (SOUfN9 .2 OR EOUFL
26'
24'
2.10 SPF •2/•1 OR EQUAL
25,
24'
2x12 SPF (SOUTFD .2 OR ECUFL
26
192'
• aZS 3/8' TRUSS JOIST OR EOUFL
221
12
2-8 S9F .2/.1 OR FDIIL
2B'
IS"
2xlO SF (SOUTH) .2 CR EOFL
23'
24'
2.10 SYP •1 OR EQUAL -
28'
24,
2.12 SPF (SOUTH] •2 OR EOLFL
2B
192•
• %,W 3/8" TRUSS JOIST OR £CURL
31'
191
2x1D SPF •2/=1 OR EQUAL
31'
24'
2x12 SYP •2 OR EQUAL
32'
197
10S 3/8' TRUSS JOIST OR EMAIL
• SEE DETAIL •5 OF SHT 8. _
PSF LIVE LORD
2V
Ili
2.0 SPF (SOUTH) •2 OR EOUFL
24'
24'
2.8 SPF •2/•l OR EOUR_
2V
24•
2x10 SPF (SOliTH9 •2 OR EOUL
26'
15"
2.0 SPF •2/•1 OR ECF4_
26,
2t
Zx8 STP •1 OR EOLR_
26'
24•
2-10 SPF ]SOUTH) •2 OR EOU7-
Or
16'
2.6 SPF •2/n OR EOUL
28'
26'
210 5PF ISCITTU •2 OR EQUAL
2'
24'
ZAO SPF •7/-I OR EOURL
31'
16'
2x10 SPF (SOUTH] •2 OR EDUL
31'
24'
2AG SYP .1 OR EOUL
31'
24'
2.12 SPF •2/.1 OR EOURL
24'
12
I2.8 SPF •2/•1 OR -aAR_
24'
1E
ZcO SYP •1 OR EOU RL-
24'
I6"
I2x10 SPF (SOUTI9 2 OR EOUL
24'
1-1
mF (SOUTH. •2 OR EU
25
12
2.8 STP •1 OR EOU L
2C
16"
2x10 5YF •2/•1 OR EOLFRL
2S
16,
Zd2 SPF (SOUTH) .2 OR EO.FL
21Y
1,-,,
12'
2x10 SPF (SOIITHD •2 OR EQUAL
28'
i6'
2x10 SYP •2 OR ED_PL
26'
16•
bat SPF LSOUTK •2 OR EO(FRL
31'
32'
2110 SYP •2 OR EOFY-
31'
26'
2x12 SYP H2 OR EDUFL
RRY NOTES:
AN EXTERIOR OPPLICRTION TO SE PFZE55URE
CRNTILEVEREO FLOOR JOIST SUMMARY
'
UNIT
GROUND
JOIST
III& 5 RND GRADE OF
WIDTH
SNOW
SPA('.RG
FLOOR JOIST - 4O PSE LIVE LOAD
LORD
24,
65
12,
2x9 SPF •Z/•l OR EOURL
2V - 21r
65
16•
2x10 SPF •2/+1 OR EOLAL .
2V - 25'
75
I6'
2.10 SPF •2/.1 OR EOJRL
24'
90
26,
2x8 SYP •2 OR EOUL
24'
90
IV
2x10 SPF •2/1 OR EOUR9_
2E - 31'
90
I6-
WO STP .2 ;R EOUL .
EXTERIOR SIDE WALL STUD SUMMARY - A PL.ICA3LE TO UNITS USING
5 AND 7/12 STANDARD TRUSSES - GROUND SNOW LORD 09) - 90 PSF
UdT N.111B'-R SIZE, SPECIES, GRADE SILO
W1IIT}1 OF SEE NOTES 4, S.5 OC
9U 24' - 31' 1 2x4 SPF •2/•i
90 24' - a 1 - 2 2x6 SPF STUD
90 24' - 31' 1 - 2 24 SPF STUD
NOTE 1 NOTE 2
Im 24' - 31' 1 - 2 2x6 STUD
1DO 2V - 31' 1 - 2 2x6 STUD
NOTE 1 I NOTE 2
EXTERIOR SIDE WALL STUD SUMMARY - APPLICABLE TO 2 STORY
CONTEMPORARY - 75/12 REINTER SECTION - GROUND SNOW LOAD 0' - 90 PSF
MARRIAGE WA1 STUD SUMMARY - DPP( 11CRB E TO
UNITS USING 5 RNO 7/12 STANDARD TRUSSES
NUMBER
UNIT
NUMBER GROLNJ
SIZE, SPEC=, GRADE
5 MfW-
MARK
WALLS
WIDTH
OF SNOW
STORMS LOAD (P
SEE NOTE5 4, 6
OC
SPACIN
2
24' - 31'
1 65
2.3 SPF •Z/.1
IS
2 _
1. - 26'
1 75
2x3 SPF •2/.1
16'
2
24'
1 90
2x3 SPF .2/.1
la"
2
24' - 31'
1 90
2x3 SPF •2/•l
122
24' - 31'
1 90
Z 4 S'F •2/•1
24'2
24' - 31'
2 90
2x4 SPF STUD
16,
MRRRRGE WR1 SILO SUMMARY - APPLICABLE TO 2 STORY
CONTEMPORARI' UNITS - 75/12 RF7F-EMIT SECTION
NUMBER UNIT I NUMBER I GROUND I S12& SPEC , GRADE 5T(A CEILING
[ND UNIT NA18-R SIRE SPEGIE'.i. GRADE STUD CEILING WIDTH OF SNOW SEE NOTES 4 6 DC HQ
ROOF SHERT! ING §C�LE: -
3/li• PLYWOOD SHEATHNG
7/16'
15/32
1/2' •
3/B' OH StELiTFONG
7/15'
15/3Z'
WRLL SFERTHING SCHEDLLE'
3/B' P 7L100D SFEATi-QNG
7/16'
1/2"
1? '
3/B- OB. SHEATHING
7/16'
1S/3t
1?
15/'.,2 MMENYMON SHEATHING/SIDING
1!T C17MEilw '-_ SHillTriv+�/Tiv➢w'
19/°..2' CCV'LEIAYRTION SEATHING./SIDING
5 - COY r-1 SHERT}HINO/SIDING
FLOOR SHERTHING SCHEDULE'
19/32" TW PLYWO. ST'�-i-FLOOR OR ELURL
23/32'
3/4"
S/C T&G OB. 5TUPD-1-FLOOR OR EQUAL
3/4,
u HNC c'L Nu'TE. •5
• ALL SHERTHING IS RGENCY RATED
BASEMENT WALL LORDS AND CENTER GIRDER SIPPORT LORDS AND SPACING
UNIT
N1kMEER OF
TYPE l7F UII7
ROOF PITCH
GROUND
BASEMENT
CENTER GIRDER
(ENTER
WIDTH
ST(EZLS
X/12
SNOW LORD
WALL LORDS
SUPPORT LORDS
GIRDER
SLPPCRT SPACING
[Pgl PSF
SEE NOTES
SEE NOTES
SEE NOTES
.
•1 •2. •7
•1 AND .2
•1 AND •3
24'
1
RANCH, ELL- SPLIT, TEE
LESS THAN 9
W - 90
102E - 1254
1844 - 2264
7-0' - F-6'
26
1
RANCH. ELI- - SPLIT, TEE
I THIN 9
W - 90
]CB3 - L345
19M - 2446
9-0' - 81-5'
20'
1
RANCH, ELL SPLIT, TEE
LESS THAN 9
W - 90
1155 - 1436
21M - 2628
9-Ar - 8'47'
3T
I
RRNUf. ELL SPLIT, TEE
LETS THAN 9
W - 90
1303 - Ims
2432 - 2992
8£ - THi
24'
1
6U5ED RR"
LESS TMN 9
60 - 90
1115 - 1383
1344 - 2264
7-T - 6'$
26'
1
RAISED PP4CH
LESS TM:lN 9
W - 90
118E - 1472
1991 - 2446
9-0' - l%s
26
1
RAISED RANCH
LESS THAN 9
W - m
12SO - I:.E;Z
ZM - 262E
9-0• - 8'-0"
31'
1
M,14FD RRNZM
LESS TTv N 9
6U - 90
1405 - 1741
2432 - 29m
9-E - Ti
24'
2
2 510KY
L.E55 THAN 9
so - 90
1419 - 1664
2644 - 3064
6-0' - 5'-0'
26
2
2 STORY
LESS THAN 9
60 - 90
1523 - 1785
28M - 3306
6-0' - T$
2S
2
2 STORY
LESS THAN 9
W - 90
IE26 - 19M
3ma - 3548
T-6' - 7�
31'
2
. 2 STORY
LESS THAN 9
60 - 90
VM - 2148
3472- 4032
T-0' - 61-6'
24'
1
RANCH W/RTTIC STORAGE
5 - 7
W - 90
1304 - 1781
IZ32 - 1506
Tfi - 7'-P
26
1
RANCH W/RTTIC STORAGE
5 - 7
W - 90
I3N - IBOS
.12B2 - 1556
10'$ - 19-0'
2B
I
RANCH W/RTTIC STORAGE
5 - 7
W - 90
1354 - MULL
I332 - is%
19£ - W-Q'
31'
1
RANCH W/RTTIC STORAGE
7
60 - 90
1582 - 2148
1434 - 17M
=-T - 9£
24'
1
RR W/RTTIC STORAGE
5 - 7
W - 90
143E - 1958
12115 - 1506
7-61 - T-0'
25'
1
RR W ATTIC STORAGE
5 - 7
W - 90
1455 - 1972
3255 - 1556
]0'$ - 10-0'
29
1
RR W/ATTIC STORAGE
5 - 7
BD - 90
1473 - 1937
L - 1606
10-6' - 117-T
31'
1
RR W/ATTIC STORAGE
7
ED - 90
1703 - Z298
14U7 - 1710
10-0' - 9£
24'
2
2 SIT W/RTTIC STORAGE
5 - 7
60 - 90
1654 - 2;lm
1912 - Z306
6-0' - 51-£
26
2
2 STY W/RTTIC STORAGE
5 - 7
W - 90
17DF - 2246
2012 - 2416
6'£ - 8'-0'
26
2
2 STY W/RTTIC STORAGE
5 - 7
W - 90
1754 - 2301
2112 - 2526
B-6 - 8'-D'
3P
2
2 STY W/ATTIC STORAGE
7
W - 90
2U132 - 2678
2314 - Z750
6-0' - T£
CONTEMPORARY
LESS THAN 9
60 - 90
16'S - 1906
2690 - 3548
7-6' - 7'-0'
2V
1
CAPE
9
W - 90
1668 - 2327
1450 - 1834
9-0' - 7'-0'
2s
1
CAPE
9
W - 90
1693 - =
15M - 1884
la-v - 19i
28'
1
CAPE
9
60 - 90
1718 - 2377
ism - 104
W-6' - 10£
2V
2
2 STORY GAPE
9
W - 90
201E - 2737
21M - 2634
6-0' - 5'$'
ZONES
- 26'
WIDTH
OF
SEE NOTES 4, 5, 6
OC
HEIGHfT
WR-LS
STORIES
LORD (P�
SPACINi NOTE 3
�
2
2 STORY CAPE
9
W - 90
2)68 - 2792
2230 - 2744
6-0' - Ti
MPH
STORlTS
SPACING
NONE 3
2
24' - 2B'
2
90
2x3 SPF •2/-1 -
SECOND FLOOR ONLY
96•
?B
24'
2
1
2 STORY CAPE
CAPE
9
12
W - 90
65 - 90
2318 - 264E
14S7 - 167M
2330 - 2854
1368 - 1434
8-0' - T$
7-0' - T4
1D0
IM
2V - w
24' - 2(i
DNA
DNA
STUD
2x6 STIR
3S'
24'
96'
96'
NOTE 1
12x6
2
24' - 2S
2
90
2x4 5PF SILL(
2t• 96'
26'
1
CAPE
12
ES - 90
ISM - 17D2
141E - 1484
1(T$ - 10'-ff
�
1.1
24'
1
CAPE,
CAPE
12
1?
55 - 90
65 - 90
1547 - 1727
1864 - 2138
146E - 1534
1468 - 1482
IOI'-0' - 30-0'
30-0' - 10-O'
MRRRIA E WALL STUD SUMMFRY - APPLICABLE TO UNITS WITH A 5/12 RND
7/12 ROOF PITCH AND THE ATTIC 19 USED FOR STORAGE; APPLIfABL.E TO
UNITS WITH A 72/]2 ROOF PITCH
EXTERIOR SIDE WALL STUD SUMMARY - APPLICABLE TO UNITS
WITH A 5/12 AD 7/12 ROOF PITCH AND THE ATTIC 15 USED
N1'1BER
UNIT
NUMBER
GROUND
SIZE, SPECIE, GRADE
57W
CEILING
29
2
2
2 STORY C PE
2 STORY CAPE
12
12
65 - 90
6S - 90
190E - Z731
1962 - Z142
2168 - 2234
Z278 - 234-4
6-0' - S£
FOR ITT) -GROUND SNOW LORD Q'yy 75 PSF; FPPLICRBL.E TO
UNITS WITH R 12/32 ROOF P17Oi - GROUND SNOW LORD 0'� - PSF
WA115
WIDTH
OF
STORIES
SNOW
LORD 0'�
SEE NOTES 4, 6
OC
5W'fC2NG
lfIGHHT
NOTE 3
2B
31'
2
2
2 STORY CAPE
2 STORY CAPE
12
12
65 - 90
65 - 90
ROTE - 2197
2394 - 20"W
2388 - 2454
STID - 2522
I'i-6' - 8'-0'
0'-£ - 8'-0' -
9-0' - ti'-D"
WIND
UNIT
NUMBER
SIZE SPEC]ES GRADE
STIR
CEILING
ZONES
WIDTH
OF
SEE NOTES 4. S b
OC
HEIGHT
2
2
2
24' - 31'
24' - 31'
24• - 3I'
1
1
2
90
90
90
2x3 SPF .2/•1
2x4 SPF STUD
2x4 SPF STIR
211
24'
]6"
g�
96' -
96'
24'
26
2
2
EF WEII'I SHED D04HER
CAPE WITH SHED ]CANTER
12 - 4.11
32 - 411
65 - 90
65 - 90
1528 - IBSB
1578 - ]908
2033
RIDS
6-D'•
8$
MPH
STORIES
SPACING
NOTE 3
100
2V - 26'
I - 2
24 SPF STUD
16'
96'
100
24' - 2B'
I - 2
2x6 SPF STUD
24•
9S
2g .
2
CAPE WITH SHED DORMER
12 - 411
65 - 90
1678 - 1958
2183
V-61
MARRIAGE WALL STIR SIIMMYRRY - A'PLICFRBLE TO
UNITS WITH A 9/12 ROOF PITCH
U0T£ .L
NOTE 2
'�
2
CAPE WITH SHED DORMER
>? - 411
65 - 90
2456
2213
B'£
EXTERIOR SIDE WA-1. STUD SUMMARY - APPLICABLE TO UNITS
24'
2
SALTBOX
12 - 5
65 - 90
19D7 - 2B7
2644 -
S-0'
NUMBER
UNIT
NDMBE72A7ZSS
SIZE. SPEaM GRADE
STID ffAt 7NC;
WITH A 5/12 RID 7/12 ROOF PITCH AND THE ATTIC 15 USED
FOR STORIES: TO 1R R 9/12 12 ROOF PITCH
2S
2
SALTBOX
12 - 5
65 - 90
]9R - 2142
2851 - 3306
8-0' - T-6•
ES WITH A DORNITSMER - SK W
APPLICABLE TO CAPES WITH R SHED DORMER - (RIXJW SNOW LORD tPpl - 90 PSF
MILITIA.
WALLS
WIDTH
OFSEE
STORIES
NOTES 4. 6
O: FEICHT
28
2
SR-7BOG
12 - 5
65 - 90
2017 - 2197
Elm - 3S48
Ti
WIND UNIT NA IBER SSE. SPECIES GRADE T. CEILING
ZONES NmTH OF SEE NOTES 4, S.6 a HEIGHT
2
2
24' - 26'
24'
12x3
SPF a2/.1
SPICING NOTE 3
24' 9b'
HD7ES`
MPH
SPACING
NOTE 3
2
2
24' - 28'
24' - 20'
1
1
2
90
90
90
2x3, 5PF .21-1
2x4 SPF STUD
2.4 S?F STUD
16" 96'
26" 96'
36" 96•
L LET7 NUMBER IS FOR 65 PSF GROUND SNOW ZONE (Pg1.
RIGHT OR ONE NUMBER ONLY 15 FOR 90 PSF GROLNO SNOW ZONE 0'
100
2V - 2Z
i SYF STIR
16'
96•
300
24' - 22x6
�TI-2
SPF •2/.1
24'
�'
2 LORDS ARE GIVEN IN LB/LSrEFL FOOT.
MRMURGE WALL STUD SUMMARY - APFL1043F TO
CAPES WITH A .SHED DORMER - 411/12 SIDE
NOTE I
3. CENTER GIRDER SUPPORT SPACING 15 B SED LPON TFE INSTALLATION OF A 3' RISC SM STEEL PIPE
COLUMN WITH Fyy 35 KAND U AIBRACEp COLUMN L�1GTH = B.0 FEET. R10WPBLE CONCENTRIC
LORD = 34XM LBS. AND A 1? x 9' x 12 STEEL PLATE FASTENED TO THE CENTER GIRDERS -
1'M EXTERIOR SIDE WALL STUD 5LARY - APPLICABLE TO UNITS
WITH A 5/12 AD 7/12 ROOF PITCH FIND THE ATTIC 15 USED
ALTERNATE METHODS OF SUPPORT MAY IE USED PROVIDING THEY ARE CAPABLE OF TRRN5FERRING THE
^
MILL
UNIIT
��
NDM3R
R
GROUND
SNOW
SIZE' S cCIES. GRROE
SSE NOTES 41 6
STLD
CE_m
FOR STORAGE; APPLICABLE TO UNITS WITH A 9/12 ROOF PITCH
DESIGN LORDS FROM THE.FL00R GIRDERS TO THE FOLRDRTION
(ROUND SNOW LOAD (Pp) - W PSF
WALLS
STLY21E5
ORD !P
IX;
HEIGHT
FLTERNRTE ME-rHHOOS SHALL BE APPROVED BY THE LOCAL P.UILOIN' OFFICIAL
4- ACTUIFL FOUNDATION
WIND UNIT N)(IF SIIZE. SPECIDS. GR/I1E STUD CEILING
2
-
SPRCINO
NOTE 3
PLANES FOR DIMENSIONAL AND CENTER GIRDER SUPPORT SRC24G RVA71.ABI.E UPON REQUEST.
S FOR TYPICAL
ZONES WIDTH OF SEE NOTES 4, S 6 OC HEIGHT
2
24' - 31'
24' - 31'
2
2
90
90
2x3 SPF •2/.1
2.3 SPF •2/4
FOUNDATION DEARILS. SEE DRRWO GIS) 4: .
E BASEMENT 6r-lL LORDS DO NOT REFLECT OPTIONS,
MPH STORES SPACING; NOTE 3
-
24•
g6'
SUCH AS DECKS, PORCHES RAISED ROOF OPTIONS EM
FOR UNITS WITH THESE OPTICS, LORDS RITE AVRILRE3S UPON REOLEST.
100
24' - 31'
- 1 - 2
2.6 SPF SLID
16,
96'
1D0
2V - 31
1 - 2
2116 SPF STLA -
24'
96'
MARRIAGE WLL SERA SUMMARY - APPLICABLE TO
NOTE 2
NOTE 2
NOTE.
CAPES WITH A SHED DORMER - IZ/12 SIDE
LINTS WITH 5/12 AND 9/12 ROOF
NUMBER
UNIT
NUMBER
GROUND
SIZE SPECIES, GRADE
STIR
CE]L2NG
PITCH. THE MAX WIDTH 15 26'
-
MRR _
WIDTH
I
OF
SALNOW
NOTES 4, 6
OC
HEIGFii
WALLS
STORIES
ORD 0'
SPACING
NOTE 3
EXTERIOR SIDE WALL STUD SUMMARY - APPLSCRBLE TO UNITS
2
2V - 31'
. DNA
90
ac4 SPF ETU)
16'
WITH A 7/12 -ROOF PITCH AND THE ATTIC IS I1FD -
2
2V - 31'
DNA
90
2.4 SPF STIR
24'
.96'
95'
FOR STOR-E; APPLICFOLZ TO UNITS WITH A I2/12 ROOF PITCH
RPPLICP6LE TO CAPES WITH R SHED DORMER - GROOM SNOW LOAD Q'gl - 65 PSF
1
WIND
UNIT
NUMBER
SIZE SPECIES, GRADE STUD
CE'LS1.G
NOTES
2OE5
IDT
WIDTH
OF
SEE NOTES 4, S 6 OC
MEMNOTE 3
1 WAD zof€ MPH NUMBER IS 3 SECOND GUbT-
MPH
STORIES
SPACING
NOTE 3
2 STUDS ARE LIMITED TO THE SECOND FLOOR OF A 2 STORY QUIT.
CR-CULATED.
3 CEILING HEIGHTS SHOWN RT2E HEIGHTS MAY BE GREATER IF A
30D
31'
1 - 2
2x6 SPF SILO 1S
96'
100
X.
1
2x6 5PF STUD 24'
w
Z, LATERAL BRA;,- IS PROVIDED AND b ODES NOT EXCEED THE: CALCULATED
]00
31'
2
2x6 SPF •2/.1 24'
9G
LENGTH OF THE STIR.
NOTE 2
4.
MANL.F'A:iLRER HAS lf OL SIC'IIJC
OPTION OF DECREASING E571D
100
31'
2
2x6 SPF STW - A'PLICFIIiE TO 24'
Gel S.
STUD CFLCULRTIONS ARE BASED CN EXPDE;RE C
NOTE 1
NOTE 2
A CAPE WITH R SHED DORMER
E
E'O(AL OR BETTER MATERIAL MAY BE SUBSTITUTED
EXTERIOR SIDE WELL STUD SUVIRRY - WFECE..P E TO UNTS
WITH R 7/12 ROOF PITCH AND THE ATTIC 15 USED -
FOR STORFIGE; RIPLICRBLE To LINTS WITH A =ROOF PITCH
APPLMM_E TO CAPE5 WITH A SHED DORMER - GROUND SNOW LORD eg) - 90 PSE
WIND
L*CT
NUMBER
SIZE, SPECIES, LRRDE
STLO
CELTNG
ZONES
MPH I
WIDTH
I
OF
sTas
SEE NOTES 4. S 6
CC
mrr-..x_
Hf1GHr
Tr a
1- 4 pcp JHT J I W 16" 96'
100 31' 1 - 2 2.6 SPF .2/•l 24' 96•
NOTE 1 NOTE 2
ROOF PANEL SPAN
O/C SPACING AND HRXIHLYI
M_i;5 _.-
RATING REOUIRD
R10HRELE LIVE LCY70
.,. L EQUAL OR BETTER MATERIAL MAY BE' SUBTUTDTEII
FERTFQNG
SPRN
24'
Tar
15
2 MFNJFRCTURF7R HAS OPTION OF DECKING'THE
H4CKNE55
2ATI1G
ELEMENT = SPRCING.
3 ETD JOINTED LUMBER MAY BE USED INTERCHA EASLY
WITH SOLD SAWN MEMBERS OF THE SAME SPECIES
7/16"
24/16
40 PSF
E PSF
I IDO PSF
15/M'
3MB
70 PSF
120 PSF
1180 PSF
AND G7LACE IN WALL CO.57RUCTIM
I9/32'
40,20
137 PSF
2L'5 P5
3RS PSF
4- R L SUIMI A TABLES REFI= THE ,2001 NDS
S. WHEN ATTIC FLOOR 15 DESIGNED FOR STORAGE, USE
THE ROOF SHEATHING SCHEDULE 3/B' NOT FPPLICFEL.E).
.
.- n'll Op Y-..'"x L_l___Nc WP 1 C MpY Pc
CONSTRUCTED OF EITHER WOOD OR 5i=-- SnjCS
WOOD STUDS SHALL BE A MIN. OF 2,3 SPF STUD GRACE
SPACED NO MORE THAN 24" O.C. WITH A MAXIMUM
CEILING HEIGHT OF 117-7-
STEEL STUDS SHELL BE R MINIMUM OF 1 1/4" FLANGE
x 3 1/2' x 25 GAL SPACED NO MORE THAN 24" O.C.
WITH R MAXIMUM CS' S.NG HEIGHT OF 1Q-D•.
SEE DETAIL .5 OF 5HT. Cb.
AS AN OPTION, PRE E GINEERED WOODS STUDS MAY
ALSO BE UTILIZED THOSE ARE MRN-Fr'CTLRED IN
EITHER Z4 OR 2x-o NOMIN _ DIMENSIDNS.
7. RATED SHERTkiM PANELS WITH ROOF SPAN RATIN'
OF 24" OR GREATER INSTALLED WITH LONG DIMENSION
EITHER PFFFALLEL OR PERPENDICULAR TO 57UDS
15' OR 24' O.G (EXCEPT 3-0LT PLYWOOD PANELS MUST
BE RPP 7iD WITH LONG DIMP'5ION ACROSS STUDS
WHEN STUDS ARE SPACED 2-1" OD).
RATED SHEATHING PANELS WI7H ROOF SPAN RATING
LE55 THAN 24" INSTALLED WITH LONG DIMENSION
EITHER PRUtLEL OR PERPFN POLLAR TO SILOS '
IS' O.C. (EXCEPT PLTWOCO PANELS 3/8' THICK OR
I FSC MUST BE PPPLLD WITH LONG OLM(ONSTON
ACROSS STUDS).
JAN 3 1 2007
M, Aj' 1onDsNE R.
MASTER SERIES
ALL MODELS
STRUCTURRL SCHEDULES G NOTES
MUNCY HOMES, INC.
1567 PR ROUTE 442
MUNCY, PR 17756
DRN BY I DATE I SCALE I REV. HT. NO.
o�nME I DJG 1 3-1-93 1 NONE 12-12-2006 3C1