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FLOOR F\.ATEe 0fS NCN-eeARINC. OR NCN-5HEAR INTE.R;OR PAATIT:a-.& !-<A'( ee
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'12' G'fPoUi"1 DRYwAL.l-
OVER I x 2 P.T.
FL..RRNG fil '6" o.c.
rl! W/:3/4" EXP.
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THE ENTIR!: FERIf"TETER a:. THE &LAB OVER
THE FOOllN6 AT LEMT 3 fEET UJlDE
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PROJECT NO.
~E:>62
OWG NO.
el
NAiliNG 8d CO~~ONS @ 6" O.C,
2"x4" 8LOCi<ING
1/2" PLYWOOD W/ ~
2"x4" @ 24" O.e.
EDGES & 12" O.e. INTER!O~
@ PLYWOOO EDGES
THiS SPACE ONLY
2"x4" 81_0Cl<iNG
~
HCl
2" SU8F ACIA -,
CROPPED GABLE TRUSS
1/2" PLYWOOD
8d CO"AMONS @ 6" O,C.
EDGES & 12" O.e.
INTERMECIA TE
ED TRuSS
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21_1"
#5~ OWEL
6X6- #1 0 WWF OR
FIBER MESH 15#/CJ Y
.3 1/2"
1'-4"
'-J
!'
6" MIN '.- 7,-r-.
, ,~/~~/.-,.
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~/2' .' · -
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-11
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t-
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GABLE
END
TYPE
" A"
STRUCTURAL SPECF,CA TIONS
CONCRETE
A.
B.
C
E,
Cement to comply with A.ST.~J, C 150.
Sand and aggregate to comply with A.S.T.M. C 3.3, C 330,
C 332 and A,e.I. Stardard No, 813-54 or FOOT specif:cat:o~s
Woter to meet potable water chem'cal standards_
Placing srall be in accorda'lce with A,C.I. 8U:ldi~g Code
318 and 318.1.
Curi'lg shail be i'1 accordance w'th A C,I, 605
F
REI:'--<FORCING STEEL
A. Bars deforrY1ed in accordance with AST.M, A 615-87 and
sholl be grade 40 steel unless ind'cated otherw:se.
8. Welded wire fabric to conforrY1 with AST.M A 185 or A 497.
e. Placing:n accordance with A.e.1 detallirg r-nanual and
A.e.I. 318 and 318 1.
METAL ACCESSORIES
Metal accessories srail conform to requirements in C.RS.
"Manual of Sta'ldard Practice for Reinforced Concrete
Construction" and A S.T.M, A 82 and A 185.
STRENGTH
A. Concrete shal' hove 2500 pSI compressive strength in 28 days
B. Test Cylinders sholl be tc~en at the rote of three (3) for
each 75 cubic yards and tested in accordance witil AS T.M.
Specifications, Further tests may also be required I"
accordance with AS T,M, C 42,
e. Slump sholl not exceed 6" u'lless concrete mix has bee"
des'gned to hove greater Slul"'P and opproved by Engineer.
CONCRETE MASONRY lJNITS
A.
B.
e.
0,
E
Units sholl conform to AS T.M C 129,C 145,C 90 & C 216.
Cement SI:OI conform to AST.M. C '50
Sand shall conform to A. S. T.M, C 144.
Mortar shall conform to Stondard Buiidl'lg Code Types M or S.
Masonry units to ilcve full mortar coverage on horizontal
and verticai face shells.
Units shail hove 0 mirimum co[rpressive strength of 2500 psi
per net area of unit.
All exposed masonry surfaces shail hove their Horizo'ltal
Joints tooled and shall be sponged clean.
Grout shall comply with ACI-ASCE 5.30 & AST.M, C 476
and be tested in accordance with C 1019.
F.
G,
H,
COMPACTED FILL
Fill sholl be ploced i'l layers not to exceed 12" and compacted ta
95% proctor Th,e degree of compacfon sholl be determined a'1d
cantroled in accorda'1ce with A,S.S,H.O T-99. Before placing
fill 011 deleterious material shail be removed,
LUMBER
A,
B.
Non-structural grade lumber sholl be stud grade or equal.
Trusses sholl be pre-engineered in accordance w th TP,I
and engineer certified truss drawlrgs and the truss
loyaut drawings sholl be furnished,
Ail lumber i'1 contract with masor,ry or cO'1uete shal: be
pressure treated, Non-pressure treated lumber sholl be
separated from masO'lry or concrete by asphalt impregnated
felt or galvanized metal,
Structural lumber shall :)e Southern Pir.e No, 2 or Equal
Nailing shail be 8d at 6" on centers along edges and 12"
on centers at intermed'ate supports except for erst
sheet at roo' edge, at ridges and at wall corners whiCh
sholl be nal!ed at 4" on centers ot edges and at
interrr,ediate supports. Other 'lolling sr,all be performed In
C
D.
E.
J
NAiliNG 8d COMMONS @ 6" O.C. EDGES & ' 2" O.e. INTERIOR
2"x4" BLOCI<ING @ PLYWOOD EDGES
1/2" PLYWOOD W/
8d COMMO\;S PER NAILiNG SPEC/ 2"x4" B!_OCr<ING
2"x4" @ 24" O.C,
1 /2" PLYWOOD W/
NAILING 8d COMMONS @ 6" OC
& 12" O.C. INTERIOR
~
2" SU8FACrA--
2" SUBF ACiA
I
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i'
HCDP
2" X 4" BLOC~ING @
ALL PLYWOOD fOINTS
2"x4" BLOCI<:NG @
ALL PL YWOODJOrN TS
2"x4" @ 16" O.e.
"X"
DROPPED GABLE TRUSS
1/2" PI_ YWOOD NAIL & GLUE
8d COMMONS @ 6" O.C
EDGES & 12" O,C,
INTERMEDIATE
~---------=-
-t
I
ANC~OR BOLT @ EACH
MAETER WASHERS
-OUT BLOCI< W/
OURED SOUD
#5~ LOCATiON
I
VARIES
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SOUD
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FIBER ~ESH 15#/CL. YD,
3 1/2"
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END
"-4"
V!SQUEEN
1'-L"
-{
1'-4"
I
1-
" B"
GABLE
TYPE
F.
accordance with the S8CCi Building Code.
Metol corstr.:ction hardl/ore specified ore Hughes
Manufacturing, Inc, or eqL.cl They shall be Installed
in accordance with manufactures recommendations,
Any areas af conventional framing sholl hove from'ng
rnerr,bers connected to truss members with 0 minimum of 0
RT 14, All Convent:onal framir,g members sholl be cOr"'nected
to O'1e another with 0 minimr..m of a HC hurr:con clip.
ALT.
G.
2" X 4" BLOCKING @ PLYWOOD EDGES
EDGES 7
24" O,C,
RUSS
LPiA @ 4'-0" O.C
T 4 @ 4' -0" O,C,
OCI<-OUT BLOCr< W/
5~ POURED SOliD
BRACE IS 2 X 6 WHEN "X" IS
4'-0" OR LESS AND IS (2) 2 X 6
WHEN "X" ,S GREATER THAN 4'-0"
W!Sd NAILS @ 4" O.C,
-t
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2'-1 "
#5~ DOIVEL
6X6-#10 WWF OR
.3 1/2"
"-t8::"'~'
.--: #- -,- r r
'. /, .,' :1
. -
MILL VISQUEEN
.
~
0.. o~~..
-f- 1'-4"-t
CEILINGS
/ 1 1 /4" DEEP SAW CUT
~ '4 'A I · ..
,-, - ~'.- - ..- , - -: -t --,- -:..1--- ----;- A -
DESIGN LOADING
A. W:nd loading
8. Live !aadi'lg bedroom area
e. Live loading other areas
0, Live 1cadi'lg roof
E, Design criteria SBCCI 1994
= 102 mph
= .30 psI.
= 40 psI.
= 20 psf.
Section 1606
CONTROL JOINT
SPLICES
Splices of foundation and perirneter steel sholl be 12 in
VARiES
minimum,
1/2" PLYWOOD W/
8d Cm~MONS PER NA!LNG SPEC.
LEGEND
~ - ROD
I BEilI?/JVG JrALL //EilDE1I?S
BEAM I TRUSS SPAN - Sf/INGLE.; ROOF
SPAN 24 28 32 I 36 140 44 48 I
6 2X8 I 2X8 2X8 2X8 12X8 12X1O 2X10
I 7 12X8 \2X8 2X10 I 2X10 2X10 2X10 2X10
~--I 2X8\2X1012X1012X10 2X12 2X12 2X12
I
9 2X10 2X10 l2X12 i 2X12 2X12 2X12 -
10 2X1OrX12 2X12 2X12 - - -
~ 2X12 2X12 - - - - -
I "I I
12 2X 12 12X 12, - I - - - -
I i
BEiiR/lVG
frALL
//EilDE1I?S
BEAM! TRUSS SPAN - TILE ROOF
I __
SPAN I 24 28 32 36 40 44 148
I __
6 12X8 2X8 12X8 2X8 12Xl0 2Xl0 12X10
1"-;-12X10 2X1O 2X1012X12 2X1212X12 2X12
8 r 2X10 2X12 2X12 2X12 2X12 - -
I
2X12 2X12 2X12
I
12X 1212X 121 -
I<N OCI<OU T BLOOCr<
w/ #5~ POURED
SOLlO -
~RECAST UN. TEL
W/ #5~ POL.;RED
101
KNOCI<OUT BLOOCr<
~tLl~5~ ::lOURED ~/<NOCI<OU~oT.~8~OCK WI#5.
~. :.,/ "'"t j. ;. ~: KNOCmUT BLOOC<
~ POURED SOLID
o #5.
PRECAST lIN~ 4'-0" OR GREATER SPAN PRODUCTS LINTEL
LESS THAN 4'-0" SPAN
SOLID
STANDARD PERIMETER BEAM
/UNTEL OVER DOOR & WiNDOW
OPENINGS
LINTEL DE'l'AILS
NOTE PRECAST liNTELS "CAST CRETE"
OR EQUAL
TRUSS
T A 14 TW
I<NOC~-OUT BLOC~ W/
#50 POURED SaUD
3' MAX
-t
NAILS @ 4' O,C,
8d COMMONS
PRE - ENGINEERED TRUSS
AT 2'-0" O,C,
1/2" PLYWOOD W/
PER NA!lING SPEC.
2" SUBFACIA --
2"X4" BLOCI<ING @
ALL PLYWOOD JOINTS
2"x4" @ 16" OC,
1/2" PLYWOOD NAIL & GLUE
8d COMMONS @ 6" O,C.
EDGES & 12" O,e.
IN TERMED1A TE
------------
11
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FRAME WALL
ABOVE MASONRY
z
3:
,0
~T
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2-1/2" THRU80LTS
5"
-~
4"
-{--
ALT. TOP
CONNEC1'ION
1/2"0x8" ANCHOR
80LT @4'-0" O.e.
I<NOCK-OUT BLOC~ W/
#5~ POURED SOLID
I SEE FLOOR PLAN I
~ SEE FOUNOATION PLAN ---r+=
I I
WOOD 8EAM
3X12X3/16"
P L ATE S ----.......,
.
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2 1/2" THRUBOL TS
o 0
3X12X3/16"
PLATES
2 1 /2" THRUBOL TS
2X2X3/16"
ANGLES W/
1/4" THRUBC
""~
',;
3/8" x4" HiL TI
\'- QUIK SOU I
POST DE'r AIL
I
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VARiES
1'-4"
-'k-
I
TYPICAL SHEAR PANEL
HCDP HURRICAN CLIP
- SP2 AT EACH STUD
ALTERNA TE SIDES
2"x4" STUDS
@ 16" O,C
VAR'ES
2- #5~
2'-1"
#5'/! W/CELL POURED SOLID
#50 DOWEL
6X6-#10 WWF OR
FiBER MESH 15~/CU YO
3 1/2'
.
MILL VISQUEEN
o . o~
.: ' ".... -2-#5~
"-4"
+-
EXTERIOR WALL
o
3 1/2"
-~
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1'-4"
INrrERIOR
1 /2"~x8" ANCHOR BOLTS
W/ 2 3/4"0xl/4" WASHERS
W/2" DIA, WASHER
BEARING
MASONRY FRAME
FRAME
P ARTITI 0 N
PLATE
JDQ
J
-",
2'-1 "
WWF OR
ESH 1, 5~/CU YD.
3 1/2'
BLOCr< W/#50
4'-0" MAX, -{
TE: iF WAI_L HEIGTH EXCEEDS 2'-0"
CE WALL UNTIL FLOOR is ::lOURED
-={
--I
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GRADEl
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PACING PER FOU!\IJA TION
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t._~:;''1 (.1.,'*'3......~.... 'J
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Stand 'rd B11H..jing Coc.tJ.
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DRAWN
H
RMH JR,
DATE
8-20-95
SCALE
3/4n = 1 '_On
JOB NO,
DS125D36
SHEET
F
1
1
SHEETS
1/2" PLYWOOD NAIL
8d COMMONS@ 6" O.C,
EDGES & 12"IO,e. INTERMEDiATE
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GABLE END TYPE "B"
FOR NON-CATHEDRAL
-{
12" SUBF ACI~ "-
1-1
- T - - - -'--Ii
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ST ANDARD #8 MASONRY I I
WALL REINFORCING
@ 16" O.C. .
~ J _{-
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h t
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2"x4" p, T.
1/2"0x8" ANCHOR BOLTS
OR 1 j2"0x6" HIL Ti ~W:I<
BOL T II @ 4'-0" O.C.
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II ALL WORKMANSHIP AND MATERIALS SHALL CO~FORM TO ALL
APPLICABLE CODES SUCH AS THE NATIONAL ELECTRICAL CODE,
LOCAL ORDINANCES AND POLJ..;ER COMPANY REGULATIONS.
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SUBCONTRACTOR SHALL BE LlCEN6ED, CARRY ALL APPLICABLE
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SUBCONTRACTORS Sj-.ALL INCLUDE ALL 6PECIAL FEES AND PERMiTS,
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NECESSARY TO PROViDE AN APPROVED WORKING SYSTEM.
liGHT FIXTURES EXCLJDED EXCEPT FOR FLOURESCENT FIXTURES
l AND RECESSED L!GH~S,
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I ALL ELECTRiCAL SwITCJ-4ES, Ii
CUTLETS, ETC. TO BE MOuNTED
I ABOVE THE BASE FLOOD
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FOR BASE ELEVATION)
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DL.FLEX OUTLET AT
( KITC~EN COliNTER. REFR:6_,
WA5/-lER AND GARME OUTLET5
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