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I hereby certify that r have performecl
to tho attached design and it Is In
compliance with Section 1606 of
the Standard Building Coda
PROJECT NO.
~11e;,
PLANS REVIEWED
DATE ~-- 6 - 97 -
BUILDING DEPT. APPROVE04
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I. ALL OTHER MASONRY UPLIFTS LESS THAN 1000,i;t
2, ALL OTHER FRAME UPLIFTS LESS THAN 4~:;jt ..
3. ATTACH ALL FRAMING ABOVE MAiN TRUSSES i
TO TRUSSES wi RT 18'0. i
4. T~e5 UPLlFT LOADS CALCULATED 4 CERTIFIEd
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8'-8"
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4'.8" 2'.8"
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WINOOW ~OUG,.., O~ENING C,..,Ar:(i
Wi~DOUJ
CODE
BLOCK CONSTRUCTIO'l
IJ.iOOO FRAME CONSTF<UCTION
WIDTH
l-lE iGI-lT WIDTH
12 eH
13 eH
1C!! '/8"
x
2~" I~ 114"
x
;x
3& 3/8"
~e> !;/8"
!4 eH
is eH
)(
63"
'6 eH
H~1 el-4
H~3 el-4
H;4 el-4
i-<H!:> el-l
H~!; 6...
H;6 eH
n ej.j
23 eP-l
24 el-l
,we el-l
2' el-l
26 eH
32 el-l
33 el-l
34 eH
3U.i!! el-1
3' el-l
36 eH
14 1/4"
x
x
" 1/4"
26" 26 !;/a"
x
3& 3,&"
x
!;e> !;/8"
;x
!6lt
II
63"
14 1/4"
x
31 3/4"
26"
3' 1/8"
x
x
38 3/&"
:;~ !;/8"
x
)(
:;6 "
63"
)(
)(
;4 !/4"
2~"
3& 3/8"
!;It) '/8"
:;3 1/4"
'3 ,,8"
x
)(
x
II
S6"
x
63"
'4 1/4"
x
,;.
HEIGI-lT
x
~6 1/4"
::& :;/8"
~~ '/8"
63 1/4"
x
x
x
x
x
14 V,"
~~ !/4"
x
38 !;/&"
x
:;~ '/&"
x
!;6 !/4"
)(
x
63 !/4"
14 112"
.6 1/4"
::& !;/e"
eoe 1/8"
x
x
x
x
;x
:;6 '/4"
x
63 !/4"
14112"
x
.6 114"
)(
3& '/8"
eoe 1/8"
:;~ V4"
&31/4"
x
)(
x
x
14 !/2"
t"
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38'.8"
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1:;1.411
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3'-4"
r
Cj2t'1CL &tyJ
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LIViNG (15, otO(~):
LIViNG (2f"1d otO(~):
GARAGE: I
COVERE~ PORC+-!:
TOTAL:
PATIO:
1485 of i
1015 SF
:,2~ SF I
285 SF ,
3314 SF i
342 SF
ENGINEERING dERTlFICATlON OF'
STRUCTURAL CqMPONENTS ONLY
I hereby certifytthat I have perf~r~a
to the attach d design and it i~~,
compliance ilh Secllon 1606 of '/J
the Standfrd Building Coda ~
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PROJECT NO.
(j11&
DWG NO.
rA 2
~ ':. ' ......
,
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.(
p~ . HUNU( PI--l)
DOU6LE DOOR
SIDE Ll<:;Sl-1T
CASED;(Pr~ .h.,(:g)
BI.FOLD
6lPAee
POCKeT DOCR
AWNRY CPENINC:a5
FeR DOOf<e
u..RAP:( 6~F" ad)
61.FOLO
61.PA5e
SL.IDINU GL.AeS DR,
(t)
".",,, I
30'.4" ;I '----1 :S'-8"
~3'.4" ---~-~_=_=_==--=__~ /. =-__-~---- ~,-_='=~_~-~--~__="="_~,~: !
r= 1.. 0 0 ~ F> 1.. A N (1et~ &tyJ
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2,1~" 3'.2" ~'-\"'''
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I 14'.8" I
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I 38'.8" I
I I
~I :2 11= I- 0 :O-.~-------r= I- rA N
NAiliNG 3d COMMONS @ 6" 0 C, EDGES & 12" O.C INTERIOR
2"x4" BLOCKING@PlTYWOODEDGES
TH S SPACE ONLY
1/2" PL YWOOD ~
~ 2"x4" BLOCKING
2"x4" @ 24" OC
2" SUBFAC\A -
HCDP
~""
..
DROPPED GABLE TRUSS
1/2" ?L YWOOD
8d COMMONS @ 6" oe,
EDGES & 12" 0 C
IN TERMEDI A TE
PRE-ENGINE
AT 2'-0" 0
TRUSS
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@ 4'-0" 0 C,
W/
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VARiES
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--L5i
r-r)1
#5~ W/CELL POUJ:<EO SPLO
f
#5~ DOWEL
6X6- #1 0 WWF OR ,
/ ;;8ER MESr< 1 5#/('v jre
/
4
VISOUEEN
, I' ,
-:v'~ -. -'
, 8",' '
'~t ~4,j'
.
- 2- #50
1'- 4" I
-;.'
L
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GABLE
U AU
END r!'YPE
STRUCTURAL SPECWiCA TiONS
CON eRE TE
A
B
C
E
Ceme'1t to comply Nlth AS i,M C 150
Sond ond aggregate to corrply .vith AS, T,M, C 33, C 330,
C 3.32 ond A CI Standc.rd No 813-54 c.r FOOT specikotions
Water to meet potable water cr,e(o'i:col stondords
Plac;ng shal! be in accordance Nlth A CI BUilding Code
318 ond 318,1
C,;rlng sholl t.e ;n accordonce .vith A CI. 605,
J:
REINFORCING STEEL
A Bers deformed ;n occordonce Nith AS, T,M A 615-87 ond
shc" be grade 40 steel '~niess ;nd;cated otherw:se
8 Welded w:re fobric to conform with AS UA A 185 or A 497
C Plac'''9 in accordance N'tr A C! ,jetadlr:g manua! arc
A,C I, 318 (lnd 318 1.
',AEf AL ACCESSCRiES
Metal accessories sl'1oll conform to req"irements :n C RSI
"Manuel of Standard Fractice for Reinforced Concrete
Construction" ond AS T',A A 82 and A 185,
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STRENGTH
A COr'1crete shOll hove 2500 ps corrpressive strengt'" In 23 days
B Test Cy1inders snoll ce teke" at the ro:e of three (3) for
each 75 Cub,c yards ond teste(j :/1 occordor,ce with A. S T M
Speci'icotions J:\"rther tests moy also be required ,/1
occordance Nlth AS T M C 42
C SIr..;(T'p sholl 'lot exceed 6" I.)n'ess coruete ''','~ nos Ceen
designed to hove greater Slump and approved by Engineer,
CONCRETE MASONRY tiN TS
A
B
C
D
E
Units sha!! conform to AS TM C 129,C 145,( 90 & C 216
Cement sholl conform to AS TM C 150
Sand snell conform to AS, T,M, C 144
Mortar 5hcl' conform to Standord Buildi"g Code Types M c,r S
'.Aoson'y units to rove fl..l! mortar coverage on horizontal
o"'d vertiCal face sre',:s
Units 5holl have 0 n,;"imum compressive strength of 2500 ps,
per net orea of unit
Ail exposed masonry s'...doce5 srall hove the,r rlorzonta!
Jo,nts too'ed ond shel: be sponged c'eon
Grout sholl comply with AC'-ASCE 530 & A,S T'M C 476
(md be tested in accordance Nith C 1019
..
c
H
COMPACTED FILL
F;il Sholl be pieced ;n loyers not to exceed 12" ond cO'T1pccted to
95% proctor fhe oegree of compaction sholl be ceterr"';red ond
controt!e,j ;n accordance Nit;' A SSH 0 T-99 8efore plac:ng
fili ol! deleter;ouS material ShOiJ be re'~oved
LU~8ER
A
B
Ncn-strr..;ctr..;ral Ijrace I"meer shoil be stud grace or ec;ua:
Trusses ShOll be p'e-engineered in accordarce with T P !
on,1 engineer certif:ed tr!.JSS ,jrONings ond the t',...5S
layout dro.y'ngs sr,OII ce furnis;.,ed
All ",.mber ;n contrcct with rr.osor,ry or concrete srCI) ce
pressure treoted ~on-pressure treatec ii,Jmber shod be
separated from masorry or concrete by OSphc1t ,,,pre'y:oted
felt or golv.:n:zed rretoi,
o Structur/)l ll...rT1ber s"c\l be Southerr. Pine No 2 or EquOi
[, No:li('9 shall be 8d at 6" 0'1 centers 010('<9 eoges ond 12"
on centers at ;nt€rmed:ote supports Ctr"er nai!;"9 $rOI' t:e
perfcrm-:d In 'JCcoroonce Nith tre saccI Burlding Coce
I~
.",,"'.
'.-,
2" x 4" BLOCKING @ PLYWOOD EDGES
NAILING
8d COMMONS ,~ 6" O,C EDGES & 12" O,C INTERIOR
2"x4" BLOCKING @ PL YWOOD EDGES ~
1/2" PL ,(WOOD - \
2"x4" BLOCK'NG
1/2" PL'rWOOD W/
NAILING 8d COMMONS @ 6" 0,(' EDGES
& 12" o,e iNTERIOR
,
2" SUBF ACtA -
2" SUBFACIA-
2" X 4" @ 24" O,C
'- HCDP
2" X 4" BLOCKING I~
ALL. PLYWOOD JOINTS
2"x4" BLOCKING @
ALL PLYWOOD JOIN TS
2"x4" @ 16" O,C
PRE -ENGINEERED
AT 2'-0" o,e.
RUSS
DROPPED GABLE TRUSS----------
1 /2" PLYWOOD NAiL & GLuE
8d COMMONS @ 6" 0 C.
,EDGES & 12" 0 e.
NTERMEDIATE
1 /2" PLYWOOD NAiL
8,j COMMONS @ 6" OC
'EDGES & 12" 0,( INTERMED!A1
LPTA @ 4'-0" 0 C
ANCHOR BelT @ EACH '5'
W/2" DIAMEfER WASHE~S
OUT BlOCr< w/
URED SOLID
"'A 1 @ 4'-0" 0,(
I ~
KNC -OUT BLOCK w/
#5~ URED SOUD
BRAe. IS 2 x 6 WHEN "x" IS
4'-0" \, R LESS AND is (2) 2 x 6
WHEN \ ' IS GREATER THAN 4'-0"
W/8d " ILS .~ 4" oc.
TYPE" U C"
GABLE
END
~
1/2" PLYWOOD W/
NAiliNG 8d COVMONS @ 6" oe. EDGES
& 12" OC INTERIOR
VARiES
2" x 4" BLOCKiNG
2" SUBF ACIA-
2" x 4" @
2" x 4" BLOCKING @
ALL PLYWOCD JOiNTS
l'
,RUSS
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['
:1--
:L~-
I
#5~ W/CELL POURED SOLID
DROPPED GABLE TRuSS
-- #5~ DOWEL
6X6- #1 C WWF OR
/ FIBER '.AESH 1 5#/CU YO
16d NAILS @ 6" O(
1/2" P:..YWOOD NAiL
8d COMMONS @ 6" O,C
EDGES & 12" 0,( INTERMEDiATE
...'
R PLATE
16d NAiLS @ 4" 0 C. ---
~
2"X6" PT
5/8" X 8" ANCHOR 80LT @ EACt
LOCATION WITH 2' DiAMETER WASI
KNOCK-OUT BLOCK w/
#5<t POURED SOuD
VISQUEEN
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.-J
ni'
~
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---- 2- #5~
L
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,'- 4"
GABLE
" B"
GABLE END r!'YPE
" D"
END r!'YPE
F,
Metol co.,struction hordNore specif;ed ore Hughes
Monufocturing, Ine. or equol, They shol! be installed
;n accordance with manufactures recommendati,)ns
Any areas of conventional fram;ng sholl hove frorr>;rg
members connected to truss members ...ith 0 (""1inirnurn of 0
RT 14, All Conventional froming members sroli be connected
to one another with 0 min;m\,;m of 0 He hurr,con dp
CuT
G,
/1 1/4" DEEP SAW
"--clA', 4 4-
_ _ _ _ _ _ _ _ -d. _ _~ __ __
I ~ A
~~
DESIGN LOAD:NG
A Wind !oad'ng
B Live loading bedroom oreo
C Live loading other areas
D Live loading roof
E Design criterlO SBCCI 1994
= '02 mpn
= 30 psf
== 40 psf
== 20 psf
Section 16C6
CONrrROL JOINT
SPliCES
Splices of fOundation and per;meter steet shall be 12
in, m:nim'.Jm
1/2" PLYWOOD W/ -
~~AILlNG 8d COMMONS @ 6" 0(, EDGES & 12" 0,(. iNTERIOR
LEGEND
o - ROO
TRUSS
I
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IBEAMj
\
SPAN 2,1
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ROOF ---J
II ,18
I --- ----I
I BE1AJ?/lve; JVALL JIE1ADE1/?S1 !'1"
iBEA.lF-~- TRU~S -SPAN ~T~LE ROOF -~r
SPAN 21 28 32 rw-110 ~~;18 I
6 2X8 2X8 2X8 ~Y10 2XJO ~~I~~
7 2X102Xl0 2X~~ 2X1212X12 2,~12 2XJ2~
8 ~XJO 2XJ2 2XJ2 2XJ2 2XJ2 -=._r--=---I
9 12XJ2 2X1212X12-=----1 - I - t - I
~ 2X12 2X~~L___ - ~ =-J
"
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8
9
10
11
12
JYALL
JIE1ADE1RS
fA 1 4 TW
-KNOCK-OUT 8LOCr<W/
#5~ POUf'EO SOliD
TRUSS SPAN - SHINGLE
2' - 6" M A X ,
28
10
I -1
I '
VARIES
36
32
8
7
2X8
2X10 2)(10
2)(8
2X8
2)(8
2X8
2X8
2X1012XI0 ZY10 2Xl0 2X10
2)(8
2X8 2Xl0 2)(10 i 2X10 2)(12
2Xl0 2X10 2)(12 2X12 2X12
2Xl0 2X12 2X12 12)(12 I
2X12 2X12
2X12 2)(12
2X12 2X12 1
2XJ~ t~
D
I - J
- #5<1> W/U~,-L POURED SOLID
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.~ i ~Ll--,-,----
, , ,
.
t_:~~-~- ,.
KNOCKOUT BLOOCK
WI #50 POURED
SOUD -
115~ DOWEL
/ 6X6- #1 0 WWF OR
// FiBER, lJESH , 51J/C "..0
" ~~-'---'
....~ ...:.-...._-
~~ '~
"'),
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KNOCKCU'" BLOOCK
W / #5~ POURED
SOuD ~
W/#:.0
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~--,-- ",."
,.....,
~ KNOCKOUT BLOCK
'~ ,..~'
, ...
'.'. '.
. .. .
FRECAST liNTEL
w/ 1i50 POlRED SOliD
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, ,
.
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KNOcr<OU T a:"OOCK
POuRED SOl")
. .'
POURED SOL.ID <
,,- )l; i,
'.I'"
--~
S T A\DARD PERIMETER BEA"A
/UNTEL eVER DoeR & '#NCQIf
CPEf';:NGS
'-'." ", .~. ~,
~ # 50 __ 6 -.
~RECAS f LINTEL ~ ~POWERS STEEL
4'-0' OR GREATER SPAN PRODUCTS liNTEL
/
/I 51 -----
..
/- .-
PRF"AST l
, : ~ ~ ~HA),
. -s" SPA',
EXTERIO~H JYALL
1.lliIIL DE1'AILS
NOTE: PRECAST liNTELS "CAST CRETE"
OR EOUAL.
,~
'i/r.."','"i._~-"'_
...;~ ~
...;t.;
"~~~::
NAILS @ 4' 0,(,
~ 2-1/2" THRUBOL TS
,0
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f-U')
00
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NAILING 8d
PRE-ENGINEERED TRUSS
AT 2'-0" O,C,
1/2" PLYWOOD -
COMMONS @ 6" oe, EDGES
& 12" OC, INTERiOR
- HCOP
2" SuBFACIA -
2"x4" BLOCKiNG @
ALL PLYWOOD JOINTS
2"x4" .{11 16" OC
1/2" PLYWOOD NAIL & GLUE
8d COMMONS @ 6" OC
EDGES & 12" OC
INTERMEDIATE
ALT. TOP
CONNECTION
~-~
----
~
-1/2"'h8" ANCHOR
BOL T @ 4'-0" O,C,
KNOCK-OUT BLOCK W/
#5~ POURED SOLID
~5~
I
FRAME WALL
ABOVE MASONRY
_y SEE F~OOR PLAN ,___~
-f~'__ SEE >OUNDA TION PLAN -t:'.:f
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Lr------jJ
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WALL REINFORCING
'@ 16" O,C .
L L _ _ _ _ _J J ~,
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. WOOD BEAM
.3X12X3/16"
P L ATE S ----.......
o o!
fX2X3/16"
.ANGLES
1/4" T'
.AND
-., ,-,< ."-:,":;'-~'-.------'_""
'H--f'-;~ ""."" "':'~"ii>---"
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2 1/2" THRUBOL TS -
3X12X3/16"
PLATES
2 1 /2" THRUBOLTS
3/8" x4" HiLTI
QUI K SOL T II
ALUMINUMI POST DE'rAIL
.
,
~
--}-
TYPICAL SHEAR PANEL
~
HCOP HURRICAN cUP
--SP2 AT EACH STUD
AL TERN A TE SIDES
1 /2"~x8" ANCHOR BOLTS
w/ 2 3/4"~xl/4" WASHERS
VARIES
-~
SP1 AT EACH STuD
AL TERNA TE SIDES
2"x4" P T,
1/2"<h8" ANCHOR BOLTS
\ OR 1 /2""'x6" HI~ TI KWIK
BOLT II @ 4'-0' O,C
W/2" DiA WASHER
o
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! ~'- 4" ,
/----/
o
2- #5~
INTERIOR BEARING
'1 .... ., v
JDQ
VAR:ES
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WALL REINFORCING
6X6- #10 WWF OR
FIBER MESH 1 5#/CU, YD,
EADER BLOCK W/#5~
OTE: IF WALL HEIGTH EXCEEDS 2'-0"
BRACE WALL UNTIL FLOOR 15 POURED
#5~ DO'M:L
SPACING PER FOUNDATION PLAN
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.
_ 4f-
- ---- ----
---
MASONRY FRAME
,
F'RAME
PARTITION
CONNECTION
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I he\eby certify that I have Per/ore
tOfthG attached desig n and it iS~
c mplianco with Sectif)n 1606
the Standard Building Code
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