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GENERAL NOTES
1. PLANS SHALL BE BUILT PER GOVERNING CODE.
2. ALL RECEPTACLES AND OUTLETS INSTALLED IN
BATHROOMS, GARAGES, OUTDOORS, AND WITHIN
SIX FEET FROM THE KITCHEN SINK TO BE G.F.I
PROTECTED.
3. PROVIDE BLOCKING BETWEEN STUDS AND JOISTS
FOR ANCHORAGE OF CABINETS, CEILING FANS,
AND STAIR HANDRAILS.
4. PROVIDE BRACING FOR CHANDELIERS.
5. ALL SMOKE DETECTORS TO BE 110 VOLT AND
CEILING MOUNTED WHERE POSSIBLE.
6. BOTTOM OF KITCHEN WINDOW SILL MUST BE
FLUSH WITH COUNTER, ADJUST WINDOW
HEADER HEIGHT AS NEEDED.
7. ALL CLOSET LIGHT FIXTURES TO BE 30" MIN
FROM ANY ROD ANY SHELF WALL ANYr6" MIN
FROM ANY SHEETROCK WALL.
8. ATTIC AREA FOR A/C UNIT TO BE CLEARED OF
FRAMING AND BRACING AND PROVIDED WITH
MIN 1/2" FLOORING MATERIAL.
9. PROVIDE ONE ATTIC LGHT AT EACH A/C UNIT.
10. WINDOWS MAY VARY PER ELEVATION. ADJUST
WALL FINISH PATTERNS AS REQUIRED.
11. PROVIDE FIRESTOPPING AT FURRDOWNS, SOFFITS,
DROP CEILINGS, COVE CEILINGS, STAIRS, VENTS,
PIPES, QUCTS, CHIMNEYS, FIREPLACES, BREEZE-
WAYS ALL BALL004 FRAMED WALL AND S MILAR
OPENINGS WHICH AFr-oIM PASSAGE OF FIRE AT
CEILING AND FLOOR LEVELS. PROVIDE
FIRESTOPPING AND DRAFTSTOPPING PER GOVERNIN
CODE.
12. USE 5/8 TYPE "X" GYPSUM BOARD BENEATH
STAIRWAY AND ON STUDS AT BREEZEWAY AND
R/A CHASES W/ ANY ELECTRICAL SUPPLY.
13. SHOWER TILE HEIGHT IS 6' -8" AND BACKED W/
1/2" WATER RESISTANT GYPSUM BOARD.
14. ALL FOUNDATION PLATES, SILLS, AND SLEEPERS
SHALL BE PRESSURE TREATED WOOD.
15. GLAZING AT SHOWER, BATHTUB, DOORS, AND
SIDELITES WITHIN 12" SHALL BE TEMPERED
GLASS (SG.) 1
16. DROP AT BACK" DOOR THRESHOLD SHALL NOT
EXCEED 7 1/2
17. MINIMUM HEADROOM CLEARANCE AT STAIR SHALL
BE 6' -8"
16. MAINTAIN 1 " CLEARANCE BETWEEN EXTERIOR
AND EXTERIOR COMBUSTIBLE MATERIAL
OR 2" CLEARANCE BETWEEN INTERIOR CHIMNEY
AND INTERIOR FRAMING.
19, RECESSED LIGHT OVER SHOWER, BATHTUB, AND
COOK70P MUST BE SEALEb.
91AjU, P�Ir,- 6,
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JOIST FRAMING NOTES
1. JOIST TO BE #3 SOUTHERN YELLOW PINE 19% 6�7
MOISTURE CONTENT UNLESS NOTED OTHERWISE.
2. ALL JOIST'S NOTED AT 20" O.C. SHALL BE
SPACED AT 19Z* o.r.,
3. CEILING JOISTS DESIGNED FOR 20# PER S.F.
LIVE LOAD.
4. DOUBLE JOISTS AT ATTIC STAIRS AND SCUTTLE,
AND UNDER A/C UNIT.
5. ALL COMPOSIT BEAMS MUST BE PROPERLY
GLUED AND NAILED PER DETAIL.
6. SEE MICRO -LAM LUMBER NOTES.
7. BALLOON FRAME ALL WALLS WITH A CLG.
HEIGHT GREATER THAN 9' -1" - ALL BALLOON
FRAME WALLS SHALL HAVE 2x6 BRACING
04' -0" O.C. VERTICALLY.
8. ALL STUDS ARE AT 16" O.C. EXCEPT FOR STUDS
AT SECOND FLOOR INTERIOR NON- BEARING
WALLS WHICH ARE 20" O.C.
9. FLOOR JOISTS DESIGNED FOR 40# PER S.F. LIVE
LOAD.
10. DOUBLE FLOOR JOISTS UNDER PARALLEL WALLS.
11, WINDOW AND DOOR HEADERS TO BE DBL 2x12
ON THE FIRST FLOOR UNLESS NOTED
OTHERWISE.
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Living Room
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Dining Room
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Kitchen
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•
•
•
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-
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Utility Room
•
Master Bedroom
•
•
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Master Bathroom
of
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Bedroom 2,3,4
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ROOF FRAMING NOTES
1. 'ALL RAFTERS TO BE #3 SOUTHERN YELLOW PINE.
19% MOISTURE CONTENT UNLESS NOTED
O=THERW[SE_(1t7
2. RAFTERS TO BE 2kIdS AT 20" O.C. UNLESS
NOTED OTHERWISE.
3. RAFTERS NOTED AT 20" O.C. SHALL BE SPACED
AT 19.2" O.C..
4. RAFTERS DESIGNED FOR 30# DEAD LOAD,
10# LIVE LOAD.
5. RIDGE, HIP AND VALLEY RAFTERS TO BE 2x1 Z'S
UNLESS NOTED OTHERWISE.
6. BRACING TO BE 2x4 STRUTS AT 40" O.C. WITH
PURUNS TO MATCH SIZE OF SUPPORTED
RAFTERS.
7• STRUTS TOE NAILED TO BEARING WALLS WHEN
POSSIBLE. I
8• THE UNBRACED LENGTH. OF 2x4 STRUTS SHALL
NOT EXCEED 8' -0" AND THE MIN. STRUT SHALL
NOT BE LESS THAN 45' FRCN THE HORIZONTAL
9. SPAN CHART: RAFTER 20�
2 10 1'11 I
2x8 10'-4"
10. DO NOT BRACE ROOF FROM A SPLICED TOP
PLATE.
11. PROVIDE KNEE WALLS TO OR ADDITIONAL
PLATES TO MAINTAIN CONT. �:"ASC!A WHEN THE
FRONT -TO -BACK SLOPE VARIES FROM THE
SIDE -TO -SIDE SLOPE.
12. DBL, RAFTERS 0 CHIMNEY & SKYLIGHT ROUGH
OPENiNGS.
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2. ALL STUDS TO BE #3 SOUTHERN YELLOW
PINE OR FIR; WHITE WOOD WITH 19%
MOISTURE CONTEN7..L�P- P�f.If%
3. UTILITY GP.ADE STUDS SHALL NOT BE
USED.
4. ALL EXTERIOR WALLS AND MAIN CROSS
STUDS MUST BE BRACED AT LEAST EVERY
5 FEET OF LENGTH BY:
2 2 1 x 4 CONTINUOUS DIAGONAL
BRACES LET INTO TOP AND BOTTOM
PLATES AND INTERVENING STUDS,
PLACED AT AN ANGLE NOT MORE
THAN 60 DEGREES AND NOT LESS
THAN 45 DEGREES FROM THE
HORIZONTAL.
B. 3/4" EXTERIOR PLYWOOD 48" WIDE
AT CORNERS WHERE 1 x 4 BRACES
CANNOT BE USED.
5. BEARING AND EXTERIOR WALL STUDS
SHALL BE CAPPED WITH DOUBLE TOP
PLATES INSTALLED TO PROVIDE OVER -
LAPPING AT CORNERS AND AT INTER -
SECTIONS WITH OTHER PARTITIONS.
END JOINTS' IN DOUBLE TOP PLATES
SHALL BE OFFSET AT LEAST 48 INCHES.
6. JOIST HANGERS SHALL BE SIMPSON,
SUITABLE TYPE FOR CONNECTION
INDICATED.
7. PROVIDE SOLID 2 x 12 CONTINUOUS
BLOCKING AT FLOOR JOISTS. SPANS
OF FLOOR JOISTS NOT TO EXCEED 8' -0"
WITHOUT BLOCKING.
S. INSTALL STRONGBACKS WHEREVER JOIST
SPAN EXCEEDS 10'-0". NAIL SECURELY
_ AND BLOCK AT EVERY PLATE.
9. PROVIDE 24" WIDE, 1/2" PLYWOOD PATH
FROM ATTIC ACCESS TO 30 "x30 "xl /2"
PLYWOOD PLATEFORM TO SUPPORT WATER
HEATER
- - - -- - - -
M CRO -LAM LUMBER NOTES
I. M CRO -LAM M.L. LUMBER BEAMS SHALL BE
( )
AS MANUFACTURED AND ENGINEERED BY THE
TRUSJOIST CORPORATION, OR A?pROVED EQUAL
OF TYPE SIZE, AND SPAN SHOWN ON TF-E
DRAWING IN ACCORDANCE WTH DESIGN MANUAL,
LA-EST EDITION, UTILIZING M ±CRO -LAM BRAND
PARALLEL TED VENEER LIMBER OF
1/10" DR ? /B/8" " THICKNESS DOUGLAS FIR VENEER
GLUED UP IN A CDNT NUOLJS PROCESS WITH ALL
GRAIN PARALLEL WITH THE LENGTH OF
MEMBER. ALLOWABLE DESIGN STRESSES ARE
A FOLLOWS
AS FOLLOWS Fb =2800 p.s.i N =285 p. s,
p. S E =2,000,000 p ,
2. FOR MJLTIPLE MEMBERS vA,LFD TOGETHER
ROVIDE A M N MUM vR Tr R=E ROWS OF 16d
AILS THROUGH i TO EACH MEMBER AT 12" O.C.
ANTAIN 1 -1/2" EDGE DIS ANCE FROM TO
ND BOTTOM,
O NOT NO-,CH MICRO -LAM _UMBER BEAMS.
EFER TO ATTACHED MICRO -LAM DETA,L S
ELEVATION NOTES
, PROVIDE FLASHING AT C- iIMNEY /ROOF
INTERSECTIONS, SIDING / BREEZEWAY
INTERSECTIONS, WINDOW HEADS & SILLS.
AND AT EX`ER'OR TRIM AS NO- ED,M/4 k4a)
2 PROVIDE EXPANSION JO,NTS EVERY 20' IN.
IN BRICK WALLS OR AS INDiC4 -ED CN THE
DRAWINGS FOR S'DE &REAR ELEVATIONS
3, O` 7-RSSZED FR'EZE BOARD TO CONTNUE ALONG
FRONT SIDE WRAP AROUND SIDE FOR V -0"
'� -.fRN UP 45 DEGREES IN-0 A "x4 FRIEZE BIRD.
U.N.O. SEE SIDE E_EVATIONS AND CORNICE DTL
4. SLOPE BRICK ROWLOCK UNDER WINDOWS 1"
TYPICAL
5. PROVIDE 2x4 SMOOTH WOOD TR;N AT BOXED
OUT CALIFORNIA STYLE W NDOWS.
6. TYPICAL FINISHED WINDOW H =ADER HEIGHT IS
6' -8" UNLESS NOTED OTHERWISE
7. 8" BEAR NG REQUIRED AT EACH SIDE OF STL.
LINTEL ' YPICAL
8 PROVE WALL TIES AS FOLLOWS
1. LEVEL 1.-'9 2" o.c. VERr,C.A'_LY.
2 LEVEL 2. -24" o.c. VERTCALLY.
3, ALL LEVELS - 16 'o.c. HORIZONTALLY.
EXCEPT AS REQUIRED BY LOCAL DEED
REjT3,C71ONS & SOD =S. CODES.
14.
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V&S L--FANEL
MASONPly FIP P'_ACE --
=1 n
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&c, LPANE_ MILE%
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VARIES TO
REF -AMING PLANS
41,�4' CROW4 ALLOWFGR AT ;t N1 LE P'-- EI, -1 FOR K S �!H
A
Mu. ctaArl. 1 S / 2 DIAMOND (ROUT' EDGE Ft CIUIN[?
> <
it
A
ION
BASF DIAMOND DIMENS
WEEF a 2�1, ox,
►L ENAM.)
wl HALF DIAMONDS
ELEVATO)N FOR
A-T TOP, SIDE, AND 801'TtW
X N A ILER
a.
r Uvt, _�ALL
DTERIOR
PLYVC SOFF11
,t N _
?x AILER
F
'--51/P,` TiPE 'X' EXTERiO
"i P. a D.
BRICK COLUMN
K
U WN fA(:,1_j1Lr-
T
J _ r..
___ SCALE: 3"=1'--0* `8 Ni T,7 l __ ___� __ ____ __
3/4" OVED
IT B wRAl
eRV-K 1�_S
--BRICK, 41 SIDE ELEV. & t'
! ARD -
ROARD SIDiNG 0 PEAR ELEV.
Pf1EFA6ibCATE0 FWEBOX
r= r + LIQ-L- TIDP PL.- --j7 POILY FLA:5KNO! CVFR IHNN)� RE: FUSH SN"PEDULf:
PRDt, TAPE TOP & SIDESS,
IR FINI 9
TIJ
=7 -Az-
T
_AX4 TRIM
'2"
I X8 TRIM
SlOFF j7 MINNIE 1.1 1
-------RE:fRAMING Pu-,I
W.
iX4 FRIE fop, r-i- --I -A
4
1XIC
it
f, 7/1
1)(2
PIT
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'RE: ELEVA-D
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THTE
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27 5/8 "X
45 1/2 "=
6.42 S.F.
u OPENING
5040 HORIZONTAL SLIDER
3050 SINGLE HUNG DIVIDED LIGHT
3060 SHDL 33 1/2 "X25 3/4" PER MANUFACTUER
NOTE: MAX. SILL HEIGHT 44" ABOVE FINISHED FLOOR
MINIMUM BEDROOM WINDOW SIZES
WINDOW EGRESS
COMPOSITION SHINGLES
OVER # ASPHALT FELT
OVER 1 2" CDX PLY-
WOOD SHEATHING
RE: FRAMING PLANS
FOR CEILING JST. &
RAFTERS.
f .\ R -30 BLOWN FIBERGLASS
t INSULATION, OWENS
a CORNING
1/2' GYP./,,, 1X2 TRIM
BRD. 2X6 FASCIA
DOUBLE TOP 2X4 LOOKOUTS
PLATE O 20" O.C.
1X4 NAILER - 3/8" EXTERIOR GRADE
PLYWOOD SOFFIT
I
RE: ELEVATION FOR TRIM
BRICK TIE
2X4'S O 16 "O.C.
2 1
C
1 1 4"
1 1 2-
MW
r O
DD Z
N
h O
N ZZ
Ld
4
m�
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l I
i HA .
TABLE 1705.1- FASTENING SCHEDULE
17041 Firestopping
3
25
1/2-K
3/4"
i-�
1704.1.1 Firestopping shall be provided to cut off ali verticai and horizontal
PENIN
Fastener
3050 SINGLE HUNG DIVIDED LIGHT
3060 SHDL 33 1/2 "X25 3/4" PER MANUFACTUER
NOTE: MAX. SILL HEIGHT 44" ABOVE FINISHED FLOOR
MINIMUM BEDROOM WINDOW SIZES
WINDOW EGRESS
COMPOSITION SHINGLES
OVER # ASPHALT FELT
OVER 1 2" CDX PLY-
WOOD SHEATHING
RE: FRAMING PLANS
FOR CEILING JST. &
RAFTERS.
f .\ R -30 BLOWN FIBERGLASS
t INSULATION, OWENS
a CORNING
1/2' GYP./,,, 1X2 TRIM
BRD. 2X6 FASCIA
DOUBLE TOP 2X4 LOOKOUTS
PLATE O 20" O.C.
1X4 NAILER - 3/8" EXTERIOR GRADE
PLYWOOD SOFFIT
I
RE: ELEVATION FOR TRIM
BRICK TIE
2X4'S O 16 "O.C.
2 1
C
1 1 4"
1 1 2-
MW
r O
DD Z
N
h O
N ZZ
Ld
4
m�
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l I
/A
�0 i *K%eftd t+ ac Ir 1s
4 tocc paurtty. ,nas .eaxq
s4 h�/ is++cLr r' it rwi fa T%&u r AT
rveu o 111111% ro; BRICK (TYP.)
1/2" GYP. GALV. MTL. BRICK TIES O
EVERY STUD: 9 "O.C. VERT pwrTtr I
BIRD. EVERY
ON 1ST FLR., 24" i2 A yrL 4NaS/
2X4 PRESSURE O.C. VERT. ON 2ND FLR.,�ry"I
TREATED SILL ---I MIN. 22 GAUGE & 1' WID
r
WEEP HOLES O EVERY I pj I • j0 t' -e° M!FI 1
THIRD BRICK I „ t I
�v POLY FLASHING c � fia Moe, //rr �T4
1 /2" DIA. ANCHOR BOLT, 10" LONG, 6' -0" O.C., / -
EMBEDDED 7" MIN. INTO
SLAB. - ,r ' '
° • RE: FOUNDATION PLAN
ftj4L -, rwi _
TYPICAL WALL SECTION'"?,,,,_,`
3/4 " =1' -0" - - . -- - -
i
X,
3}�
1704 FIRE PROTECTION
i HA .
TABLE 1705.1- FASTENING SCHEDULE
17041 Firestopping
i-�
1704.1.1 Firestopping shall be provided to cut off ali verticai and horizontal
Connection
Fastener
�trcat: 6saa•N[ /
BRICK TIES
concealed draft openings. Firestopping shall be is indicated in this section
I
V_e -jAV,* cbw Mn
and as provided in 705.
Joist to sill or girder', toe nail
8d common
3
R•AyM 1
3/4" TONGUE & GROOVE,
Bridging to joist, toe nail each end
8d common
2
1
and shall effectively fill all spaces for the entire width or depth of the framing
GRADE CDX PLYWOOD,
GLUE & NAIL TO FLOOR
16d common
3 at each joist
or structural member.
ecog sell
JST.
2
1704.1.3 Firestopping, when of other materials as provided in 705, shall
Over 1 x6 subfloor to each joist, face nail
8d common
3
0
be securely and tightly fitted into place. In the case of spaces between chimneys
? -inch subfloor to joist or girder, bliAd and face nail 16d common
2
1 and wood framing, such spaces shall be solidly filled with mortar or loose
I
2X4 SOLE PLATE
-
noncombustible matter on noncombustible supports.
Top or Sole plate to stud, end nailed
16d common
Goa
RE: FRAMING PLANS FOR
1704.1.4 Firestopping shall he installed in wood frame construction in the
Stud to sole plate, toe nail
8d common
4 _s
V$ FLat .,Le
FLOOR JOISTS
; "
(-
�. 8. i
b.a �.
r
i r �ijs hi L V,44j_ -6
2X12 RIM JOIST
16" o.c.
Standard Building Code/1988
g
Top plates, lap and ntersections face nail
�[fiJ* f JI QG Ial4LL
DOUBLE 2X4 TOP PLATE
I. In concealed spaces of stud walls and partitions including furred spaces
Continuous header, two pitrees
16d common
16" o.c. along each edge
at ceiling and floor levels.
Ceiling joists to plate, toe nail
8d common
3
2. At all interconnections between concealed vertical and horizontal spaces
RAN
8d common
-
3
3 -16d or 4 -10d common
1/2" POLYISOCYANATE
Ceiling joists to parallel riflers, face nail
--
3 -16d or 4 -10d common
twtr[
3. In concealed spaces between stair stringers at the top and bottom of
Rafter to plate, toe r ail
!a4 iii
w• «'
RIGID INSULATION BOARD
the run.
1 -inch brace to eael I stud and plate, face nail 8d common
2
4. At openings around vents, pipes, ducts, chimneys and fireplaces at ceiling
1x8 sheathing or leE s to e _t;:h bearing, face
FOIL FACED *WEATHERED
2
and flour levels with noncombustible materials, except in the case of
Over 1x8 sheathing to el1<:tl bearing, face nail 8d common
3
approved metal chimney installations as set forth in 802.4.
PP Y
SIDE. BY ATLAS PRODUC
16d common
24" o.c.
5. In concealed spaces created by an assembly of fluor joists, firc, top-
Built -up girders and beanis, of three members 20d common
32" o.c. at top and bottom
-S-AIWOU
ping shall be provided for the full depth of the joists at the ends and
and Staggered 2 ends
over the supports.
9- s ago ago!
TYVEK SHEET BARRIOR
and at each splice.
1704.1.5 Except as provided in 1704.1.4(4), firestopping shall consist of 2-
TABLE 1705.1
- FASTENING SCHEDULE (Continued)
sea aim roc raswr& �
OVER 2X4'S O 16" O.C.
wer..,r
lap joints, or one thickness of 23/32-inch plywood with joints backed by
scAcnt, -0
/A
�0 i *K%eftd t+ ac Ir 1s
4 tocc paurtty. ,nas .eaxq
s4 h�/ is++cLr r' it rwi fa T%&u r AT
rveu o 111111% ro; BRICK (TYP.)
1/2" GYP. GALV. MTL. BRICK TIES O
EVERY STUD: 9 "O.C. VERT pwrTtr I
BIRD. EVERY
ON 1ST FLR., 24" i2 A yrL 4NaS/
2X4 PRESSURE O.C. VERT. ON 2ND FLR.,�ry"I
TREATED SILL ---I MIN. 22 GAUGE & 1' WID
r
WEEP HOLES O EVERY I pj I • j0 t' -e° M!FI 1
THIRD BRICK I „ t I
�v POLY FLASHING c � fia Moe, //rr �T4
1 /2" DIA. ANCHOR BOLT, 10" LONG, 6' -0" O.C., / -
EMBEDDED 7" MIN. INTO
SLAB. - ,r ' '
° • RE: FOUNDATION PLAN
ftj4L -, rwi _
TYPICAL WALL SECTION'"?,,,,_,`
3/4 " =1' -0" - - . -- - -
i
X,
3}�
1704 FIRE PROTECTION
TABLE 1705.1- FASTENING SCHEDULE
17041 Firestopping
i-�
1704.1.1 Firestopping shall be provided to cut off ali verticai and horizontal
Connection
Fastener
Number or Spacing
concealed draft openings. Firestopping shall be is indicated in this section
and as provided in 705.
Joist to sill or girder', toe nail
8d common
3
=
1704.1.2 Firestopping, when of wood, shall be not less than 2 inches thick
Bridging to joist, toe nail each end
8d common
2
1
and shall effectively fill all spaces for the entire width or depth of the framing
Ledger strip
16d common
3 at each joist
or structural member.
1x6 subfloor or less to each joist, face nail
8d common
2
1704.1.3 Firestopping, when of other materials as provided in 705, shall
Over 1 x6 subfloor to each joist, face nail
8d common
3
0
be securely and tightly fitted into place. In the case of spaces between chimneys
? -inch subfloor to joist or girder, bliAd and face nail 16d common
2
1 and wood framing, such spaces shall be solidly filled with mortar or loose
Sole plate to joist of blocking, face nail
16d common
16" o.c.
noncombustible matter on noncombustible supports.
Top or Sole plate to stud, end nailed
16d common
2
1704.1.4 Firestopping shall he installed in wood frame construction in the
Stud to sole plate, toe nail
8d common
4 _s
following locations:
Doubled studs, face nail
10d common
24" o.c.
n
323
Doubled top plates, face nail
10d common
16" o.c.
Standard Building Code/1988
g
Top plates, lap and ntersections face nail
2 -16d or 3 -10d common
I. In concealed spaces of stud walls and partitions including furred spaces
Continuous header, two pitrees
16d common
16" o.c. along each edge
at ceiling and floor levels.
Ceiling joists to plate, toe nail
8d common
3
2. At all interconnections between concealed vertical and horizontal spaces
Continuous header to stud, toe nail
Ceiling joists, laps ever partitions, face nail
8d common
-
3
3 -16d or 4 -10d common
such as occur at soffits, drop ceilings, cove ceilings, etc.
Ceiling joists to parallel riflers, face nail
--
3 -16d or 4 -10d common
3. In concealed spaces between stair stringers at the top and bottom of
Rafter to plate, toe r ail
8d common
3
the run.
1 -inch brace to eael I stud and plate, face nail 8d common
2
4. At openings around vents, pipes, ducts, chimneys and fireplaces at ceiling
1x8 sheathing or leE s to e _t;:h bearing, face
nail 8d common
2
and flour levels with noncombustible materials, except in the case of
Over 1x8 sheathing to el1<:tl bearing, face nail 8d common
3
approved metal chimney installations as set forth in 802.4.
PP Y
Built -up corner stuc.s
16d common
24" o.c.
5. In concealed spaces created by an assembly of fluor joists, firc, top-
Built -up girders and beanis, of three members 20d common
32" o.c. at top and bottom
ping shall be provided for the full depth of the joists at the ends and
and Staggered 2 ends
over the supports.
and at each splice.
1704.1.5 Except as provided in 1704.1.4(4), firestopping shall consist of 2-
TABLE 1705.1
- FASTENING SCHEDULE (Continued)
inch nominal lumber, or two thicknesses of I -inch nominal lumber with broken
lap joints, or one thickness of 23/32-inch plywood with joints backed by
Connection
Fastener
Number or Spacing
23/32 -inch plywood or one thickness of nominal 3/4 -inch 2 -M -W
particleboard with joints backed by 3/4 -inch particleboard or other approved
2 -inch Planks
16d common
2 each bearing
materials.
Studs to sole plate, end nail
16d cognition
2 eat h end
719 THERMAL INSULATING MATERIALS
Plywood and Particleboard Subfloorings
15/32 ", 1/2"
6d cognition, annular or -
6" o c. edges and
719.1 General
spiral thread
12" o.c. intermediate
Insulating materials, including vapor barriers. breather papers, and similar
19/32"-3/4 "
8d common or 6d annular
6" o o. edges and
coverings, shall comply with the requirements of this section. Where a
or spiral
12" intermediate
flamespread rating or a smoke developed rating is specified in this section,
1 1 118
on or
10d common or
c.c.
6" o edges and
fsuch rating shall be determined in accordance with the ASTNI E 84. Any
•
8d annular or spiral thread
.c
6" c.c. intermediate
lmaterial which is subject to an increase in flamespread rating or smoke
15/32 ", 1/2"
16 ga galvanized wire staples, 311!"
4" o c. edges and
developed rating beyond the limits herein established through the effects of
rn
.c
7" C.C. intermediate
age, moisture, or other atomospheric conditions, shall not be permitted.
19/32 ", 5/8"
1 5/8" length
/8" len length
2 1/2' o.c. edges and
4" c.c. intermediate
719.2 Concealed Installation
Plywood and Particleboard Roof 8 Wall
719.2.1 Insulating materials, when concealed as installed. in buildings of
Sheathing
any type construction, shall have a flamespread rating of n� more than
1/2" or less
6d Common
6" o c. enter and
75 and a smoke developed rating of not more than 450.
.c
12" G.O. intermediate
719.2.2 When such materials are installed in concealed spaces in buildings
19132" or greater
8d Common
6" o e. edges and
of Type I11, Type V or Type VI construction, the flamespread and smoke
12" intermediate '
developed limitations do not apply to facings, provided that the facing is
5/16" 1/2"
16 ga galvanized wire staples, 3/8"
c. edge
4" o c. edges and
..,
iastailcd in contact with tht unexposed surface of the -� : :in ° ^" ^- l=-
min, crown. Length of 1" plus
8" o.c. intermediate
finish.
plywood or particleboard thickness
19/32" - 3/4"
2" o c edges and
2703 IMPACT AND WIND LOADS
5" c.c. intermediate
12703.1 General
1/2 "fiberboard sheathing*
1 1/2" galvanized roofing nail
3" o c. at edges
Individual glazed areas in hazardous locations such as those indicated in
6d common wall
6' a' other bearings
'2703.2 shall pass the test requirements of CPSC 16 -CFR, Part 1201 or
=
- -- -
by comparative test shall be proven to produce at least equivalent
TABLE 1705.1
- FASTENING SCHEDULE (Continued)
{ performances.
{ EXCEPTIONS:
-
n
Connection
Fastener
Number or Spacing
j 1. Polished wire glass for use in fire doors, fire windows and view panels
in 1 -hour fire resistant walls and hazardous iocatiuns in 2703.2. i (n) and
25/32" Fiberboard 6heathing`
1 3/4" galvanized roofing nail
3" o.c. at edges
2703.2.1 (7) shah comply with ANSI Z97. 1.
8d common nail
6" o.c. at other bearings
2. .Approved plastic materials used as glazing in hazardous locations shall
1/2" or 5/8" Gypsum Sheathing
12 ga 1 1/4"
4" o.c. at edges
comply with ANSI Z 97.1.
large head corrosion resistant
8" o.c. at other bearings
Gypsum Wallboard
1/2"
1-3/8" drywall nail"
7" o.c. on ceilings
5/8"
1 1/2" drywall nail"
8" o.c. on walls
7" o.c. on ceilingos
8" o.c. on walls
Particleboard Siding
3/8" - 112"l
6d2
5/8 "3
8d2
3/4 "4
8d2
*Fiberboard sheathing may be stapled using 16 go galvanized staples 1 1;9 " long for 1;2" .heathing acrd 1 tit" long tot 25/32" sheathing.
Staples to have minimum Town of 7116" and spaced 3"
o.c at edges and 6" o.c. at other bearings.
**Drywall nails shall conform to AS TM C 514,
1. Siding applied to 5/8'" ret wco:1 sheathing, 15/32" plywood
or 1/2" particleboard sheathing.
2. Corrosion resistant nails spaced 6" on center at edge and 8" on center at inlenr irate supports. Nails shall have a minimum edge distance
of 3'8 ".
3. Siding applied to studs spaced t9" on center maximum.
4. Siding applied directly �o studti upaced 24" on center maximum.
5. Use annular or spiral thread nrnitl for combination subfloor
_a
/underlayment.
- Q' ICwG
_t_ "AYI2
b
O %T
i 1)
� 1
i II
i ft.
4
I r
TABLE 17D6.6A- ALLOWABLE SPANS FOR PLYWOOD FLOOR
AND ROOF SHEATHING CONTINUOUS OVER TWO OR MORE
SPANS AND FACE GRAIN PERPENDICULAR TO SUPPORTS'
Roof Floor
Maximum Load (psf) Maximum
Span Total Uw SPW
(in) toad Load (in)
Edges
Panel Panel Blocked
Span Ratingt Thickness or other Edges
(in) support Unblocked
12/0 5/16 12 12 135 130 0
16/0 5/16,3/8 16 16 80 65 0
20/0 5/16,3/8 20 20 70 55 0
24/0 3/8 24 20 60 45 0
24/0 15/32, 1/2 24 24 60 45 0
32/16 15/32 -5/8 32 28 55 35 165
40/20 19/32 -7/8 40 32 403 353 205-6
48/24 23/32 -7/8 48 36 403 353 24 1
1. These values apply for Structural I and II, C -D Sheathing and C -C grades only.
Spans shall be limited to values shown because of possible effect of concentrated
loads. Edges may be blocked with lumber or other approved type of edge support.
2. Span Rating appears on all panels in construction grades listed in footnote 1.
3. For roof live load of 40 psf or total load of 55 psf, decrease spans by 13% or use
panel with next greater Span Rating.
4. Plywood edges shall have approved tongue and groove joints or shall be supported
with blocking, unless 1/4" minimum thickness underlayment or 1 1/2" approved
cellular or lightweight concrete is used, or finished floor is 3/4" wood strip. Allowable
uniform load based on deflection of 1/360 of span is 165 psf.
5. May be 24" if 3/4" wood strip flooring is installed at right angles to joists.
6. For joists spaced 24" o.c. plywood sheathing with Span Ratings numbers 40/20 or
greater can be used for subfloors when supporting 1 1/2" lightweight concrete.
1708.5 Ventilation Of Attic Splaoe
1I70SALI For gabled and hipped roofs ventilation shall be provided to furnish
cross ventilation of each separate attic space with weather protected vents.
The tado of total net free ventilating area to the area of the ceiling shall
be not less than 1/ 150. That ratio may be reduced to 1/300 provided:
4 k4
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11
10 ,;)F 12
11
DATE:
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1
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90
m
r-
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0
w
r-
a-
1f%
n
TABLE 17D6.6A- ALLOWABLE SPANS FOR PLYWOOD FLOOR
AND ROOF SHEATHING CONTINUOUS OVER TWO OR MORE
SPANS AND FACE GRAIN PERPENDICULAR TO SUPPORTS'
Roof Floor
Maximum Load (psf) Maximum
Span Total Uw SPW
(in) toad Load (in)
Edges
Panel Panel Blocked
Span Ratingt Thickness or other Edges
(in) support Unblocked
12/0 5/16 12 12 135 130 0
16/0 5/16,3/8 16 16 80 65 0
20/0 5/16,3/8 20 20 70 55 0
24/0 3/8 24 20 60 45 0
24/0 15/32, 1/2 24 24 60 45 0
32/16 15/32 -5/8 32 28 55 35 165
40/20 19/32 -7/8 40 32 403 353 205-6
48/24 23/32 -7/8 48 36 403 353 24 1
1. These values apply for Structural I and II, C -D Sheathing and C -C grades only.
Spans shall be limited to values shown because of possible effect of concentrated
loads. Edges may be blocked with lumber or other approved type of edge support.
2. Span Rating appears on all panels in construction grades listed in footnote 1.
3. For roof live load of 40 psf or total load of 55 psf, decrease spans by 13% or use
panel with next greater Span Rating.
4. Plywood edges shall have approved tongue and groove joints or shall be supported
with blocking, unless 1/4" minimum thickness underlayment or 1 1/2" approved
cellular or lightweight concrete is used, or finished floor is 3/4" wood strip. Allowable
uniform load based on deflection of 1/360 of span is 165 psf.
5. May be 24" if 3/4" wood strip flooring is installed at right angles to joists.
6. For joists spaced 24" o.c. plywood sheathing with Span Ratings numbers 40/20 or
greater can be used for subfloors when supporting 1 1/2" lightweight concrete.
1708.5 Ventilation Of Attic Splaoe
1I70SALI For gabled and hipped roofs ventilation shall be provided to furnish
cross ventilation of each separate attic space with weather protected vents.
The tado of total net free ventilating area to the area of the ceiling shall
be not less than 1/ 150. That ratio may be reduced to 1/300 provided:
4 k4
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CLEAR SPAN
4' — 0" OR LESS
51 — Oil
6' — Ole
71 — Oil
81 — oil
91 — off
101 — off
161 — 3"
PERRY HOMES
REVISED — OCTOBER 20, 1989
DESIGN DEPARTMENT
SPANS FOR STEEL LINTEL
STEEL ANGLE
3 1/2" X 3 112" X
3 1/2" X 3 1/2" X
4" X 3 1/2" X 5/1
4" X 3 1/2" X 5/1
5" X 3 1/2" X 5/1
5" X 3 1/2" X 3/8
6" X 3 1/2" X 3/8
811 :, 411 x 7/1611
I
NOTE: PROVIDE MINIMUM OF 8 of BEARING
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CLEAR SPAN
4' — 0" OR LESS
51 — Oil
6' — Ole
71 — Oil
81 — oil
91 — off
101 — off
161 — 3"
PERRY HOMES
REVISED — OCTOBER 20, 1989
DESIGN DEPARTMENT
SPANS FOR STEEL LINTEL
STEEL ANGLE
3 1/2" X 3 112" X
3 1/2" X 3 1/2" X
4" X 3 1/2" X 5/1
4" X 3 1/2" X 5/1
5" X 3 1/2" X 5/1
5" X 3 1/2" X 3/8
6" X 3 1/2" X 3/8
811 :, 411 x 7/1611
I
NOTE: PROVIDE MINIMUM OF 8 of BEARING
Afil""T '3P '"r
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r�rrr .7
4
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SLOPE I" 'JiT�',
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';RA1;E--,WDINP.WE #1298,
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