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A, PANEL OVEIZ,144,NG MAY BE iNGeEASED TO 2'-6" AT A GIVEN PANEL_ SPAM AND T4.41CKN15FSS IF THE 3FAM
SPAN AND FOOTING SIZE FOIL CNE FOOT GR.EATEP- FAWEeL SIPAN AM'S USED, SIMILARLY A It -all PANEL
OVER4-IANG MAY CQIa UGCD IF THE BEAN SPAN AWQ FOOTING SIZE FoR TWO FEET GRI3ATEIZ PANEL
SPAN ARM USED, IN EIT4.4EI_, CASE TT -IE FIANEL, TWV_-1CNE5S REMAINS AS TABULATED FOIL THE
ACTUAL PANEL SPA►J,
B. DIAMETER AND bWPTW WHEN POUR.FD WIT44 OR SUP_P_0UN0ED BY A 31/i" CONCRETE SLAB
THE FULL AP -MA OF TLIE ROOF IS mIVEN IN PARr-tAT1-IESES,
Ceraw" of Aud*N*
e>mtree 9/30/88.
X10 SN ScltlW W/ VS"DIA, NloPR:CNE {'
MI&TAL WASHERS i" Off°, STAGwalt.
I N S% DH S OF ROAM. Folt FLAT PAMM
1NSE1[T I Vy" r/ IFEMAt lV rLANG1E.
PANEL',► Y _
3" SQ, P_F BEAM 3/sh pour
<_44-BR^GeET} SEE
DETAIL 9fs SHT. 6.
3" SQ, RF POST
g 1 80LT
ail BEAM TO POST JOINT
PANEL
410 SM 5Cf2Ew W/IA2 b1A. ts1<GPIZEN6 tr
METAL wAsmF1z5 4"-/C. ilot FLAT
PANEL INSCRT l`/z" F/FEMaI.f FLA►1dE+r.1
A - BEAM
u z. OF '1411 BoLrs
On1E IN Fmck TUBE,
I'/a" X .04011 Botir Tb ENO
OENAMENTAL OF TUBE,
COLUMN .J�
A - BEAM TO POST JOINT
MAX. SLOPE Vi PER FT.
MIN.SIGPG V4"PER FT,
PANEL
40 3/411 C - BEAM
3" SQ. 2F POST
,04%" STEEL
2 of 3/1g" MOLTS
HEAVY DUTY
STEEL aPAC-rET
2 of ?/4 i1 BoLT 5
G314i1 C -BEAM TO POST JOINT
ICBO EVALUATION SERVICE, INC. EVALUATION REPORT 1641P
From the office of
ROBERT W. HAUSSLER
REGISTERED STRUCTURAL ENGINEER
Aorimval t]y to design eflghow eKA n0( be
CAnSinied 03 FITIp"n 17)01 1101lf1Q Oi #te OCIVlfil
and dmw�ocsv cow Rx III ft -ow pbov.
P.O. BOX 669, TEMPLETON CA 93465 605-239-3260
Job In"pectinn aro wperwfiion are not incllraoa union spsrafically
conlraoled for by The cha"l. This plan sh"al is IN* property of tho
angl"ear and may no! M eaplw! W rW1.�" a ,n wrt, sxoapl
by 'company namW In Ihla Sill" 1'''. �rrp 3 years aft.
reylsloh.
PATIO COVERS �Nsln Fdr
WITH 5TwxTUMIIL
aETBACK BEAMS
UBC Ntj � AVE. G,AROEI'1ON 4�rL
TI -
DRAWN aF.ry: DRAWING NUMLE.
DAM 9-2p�7
L.� M� w 313 6 -5
CALlF. SE698
SHEET 5 OF 6
TABLE K - ATTACHED TYPES & SETBACK BEAMS
PANEL OVERHANG 7.'•O"HA%. p'ZOaCtT'O!N SlS;E TABLE ON SHEET 3 4=01t
SEE NOTE A, PANEL SLaAN MINIMUM LENGT44 OF ATTACHMENT.
FASCIA TfPQ OPTIONAL —�
ALL lt
FtoR 3" Sq. POST 111-6° MAX, ' " 'c'+6ff15ee 1VA
TING SVENC I O
19 -O MAX. KNIFE BRACE CSETAIL"
FOP- 11/i15Q, POST °I' -O" MAX. -Fop-3"SQ.I'OSTS Ok SHEET 3 FOR ATTAC+{YIEaIT DETAILS,
lo' -O" MAYL
FOR. I Vz" ORNAMENTAL PAIR
?WOR COMPONENT DETAILS, GENERAL NOTES -OP_ FOOTING AND SLAB DETAILS SEE S44EET I.
AND MATCItdAL SPECIFICATIONS SEESHeET 1,
PANEL TYPE
BEAM
_r %e PE
VI'6
:SCYLKiNT I FLAT
3"Sq. STEEL CorkA-BEAM
311 SQ. ,040"ALUM.
3" 42..048"STEEL
31' % , 060" STECL
I A - BEAM
6VV C - BEAM
PANEL
SPAN
METAL PANEL
T14ICCNE55 eEQuteED
PO S`1-
TYPE
70 MAr04 BEAM
3"SQ. .040"ALUM.
3"54..048"STEEL 354..048" STEEL:0/1ORNAMENTAL PAIR 049"STEEL
SLAB
SLAB,o POURED
POURED PIER FOOTING
SEAM SPAN MAX, AL -L OWABLE AND FOOTING DIAME:TE2 DEPTH B
10 PSF LIVE LOAD,
10 PSF WIND LOAD, 70 MPH
WIND VELOCITY - SEE TABLE C
6'-0'
018"
018" .022,
I2' -Q"
8'-8" l9"
12'-212',1" (13'1)
1.3-1", LTI (15")
19" (IW')
23'-1',2.6",(22"
7'-0"
018"018"
.0221'
111-0"
8'-2", 19"
I I'-6'22°, IS"
12'-10", R2'',(16")
II' -O",
$'-O"
.018"
.018" .022"
9.1-10"
'/'-9'1,2,011
101-11.1 TV,C1(,")
I'.'-1",23",(17"
9% -i0" -n.1911 612"}
1x0' -5,21",['x4"
q'-0"
.018" 1
,015" .022"
9'-4"
7'-6",20"
l0'--1°,22",(16")
II'-10",13",CIS"
9'-405 1911 C12"j
Iq'-10',1715(21'
10'-0"
1 1'-d'
,GIS"
.018"
025" ,022"
032° I .02V
%'-loll
8'-9"
71-411,20"
71- 1'1 :,2.01'
10'-4"�22",(16")
(0'-011 ,TV, (1711)
II' -/o' x`13",DIB"
II -r2", 1311,08"
'E' -lo", l9"?C12"
. 79`!,(1211)
Lal.-3',1$11,�Lq°
IB' -9" 'x-811 (rt511
020"
.032" 01$"
7'- II"
6' -II" , 21°
q'-9",13" (17")
.l0' -Id', 24" (IB")
l' -11j1
025"
040" 02$"
11- 6"
6'-9" , 21"
I_ 11 " Jail)
q 6 ,23 , 18
I n u�
10 -7 24 (19'1
1 " "
Z -6 19(11")l7
-9 28 Cts
,025"
,050" .02811
7'-2"
61-7",2111
q'-3",7.3",(1811)
lo' -4" '14",C 19"
-71-21' 19" Ca-.
Il -3",29" (w6"
.050" . 036"
61-911f'-5"21"9'-
111 , `]4",1:18")
lo'-1",'x.4i1,(2011
6'-9'' ,20'1 (l2"]16'-IO"a9"
(26")
,04011
,050" 036"
61-611701-3"
,AI"
S' -10"X24"(19")
q'-(0", 2-511,CV•'•)6
-6" ,20"(12"
16-51' 19" 26'1owl
Flql�011,
036"
G'-2"
6'-1" 21"
8'-6", 14",(Iq")
91-8" 2511,(W"�
4;-V ,20",C12'"�
16'"29nZtn050"
— 039''
S-II
6-0'122'
8'-6" A4" (1911
9'-5">25°)('1D"
51-11"Y/1AC12nj
IS'-g"�30"(7-7"—
.042"
5'-8"
5'-10 ,22
gt_3'1,2411,(19
9'-3"25°a(We
5f -8",1n" C(2"
151-4",30" C17")
i .042"
51_6°
1 51-8" 1'.l"
$'_ 111 , 24111 (=it)C11.
(it � 95", (111'
IFI -611. %011(111'
l5'-1",30'1 21'
6'-011
,018"
10 PSF
.0181' 1 .02211
LIVE LOAD,
12'-Z'1
13 PSF WIND
8'-8",21"
LOAD, 80 MPH WIND VELOCITY - SEE TABLE C
IA.' -2",23"
7-O"
,OI$"
018" 1 .021"
I I' -O"
S'-2" 21"
111-611 2.4" 0143°
114,-1011,'xAII ('.O")
I I' -O" x.111 (14")
%1-0"
,018"
.025'..1 ,022"
TIO"
71-9" 22"
10'- III' , 1411,(19"
12-I" 25" 2o'!
9'-b" 1111 (1411)
1-11_(}11 2$1' C25"
9'-0"I
.01$"
,02S" 022"
q'-4"
7'-6" 22"
1a'--111 24" (70"
11'-l0" 1111-71165,9'-411,21'1,(14"
17'-3",29" (26"
101-0111
,018"
.032" .022"
91-10"
I 7'-4" ,22"
101-4" 1x.5" ("1d"
111= 411. 251 (2111
8' -lo" 21" 1411
II' -O"
020"
031" 0210
$'-4"
7'-I" ZZ"
10'-t0" St5",(ZO")t
II' -2" 2L'11,0.0411)$"-4"
21",(14"
161-4",29'1
12'-O"
025" j
,040" .02811
Z -I I"
IS' -f0" 29" 01ui
13'-O"
.025"
.04011 .014'!11
7'-6"
61-9",,2gIl
a'-tra',251' 0211'
10'-'7" 26",(22"]
-11-6" 2I" (14"
ISt-511 '011 (11t')
141-0"
032,1 i ;OSO" 028"
1'-2"
fo'--l",23"
�i1_3fl��Ifcll�(•21"
101-4n�,��1 (23"
i1 -`i", 7_1" (Iq'
15'-O",30't (2l'f
,031" .090" .036"
G' -9i1
6'-91, 23"
91-1j1 j 24i`I,['12"}
10'-1", 2-', (23")
G' -WI, Vol 1411
W-911 30" (28"
16'-0''
040"
05011 .036111
6'-6"
6'-3",23"
$1—(d',2611 (.rr)
q-to"�17",(Z3"
61-61P..Ull,(14"
111-0"
OSO"
— .036"
61-2,11
/'— 111,23"
8'-B",26" (22"
9'-Cp II] 2l",(241']
61-111,'11" (14't
131-111' 3111 C22,1)
18'_01.
050"
— 03911 I
5' -II"
6'-O" 2411
gt—p", 7611 (Z3'r)
q'-5", 1l"�C24"
$1-1111 2.111 (14"
13t-4,3111 Cut' -
28"2l
2 -7(23"
9'-3", 27",C2q"
5'-9",21", (14"
12,1-911 3711 23")
,04VI
S'-6"
51-5",24"
So— I1i.�27"j(23")
91—!'1,243",(29")I
S'-611,21",(14"
12'-3f1�31f1�C�g1
A, PANEL OVEIZ,144,NG MAY BE iNGeEASED TO 2'-6" AT A GIVEN PANEL_ SPAM AND T4.41CKN15FSS IF THE 3FAM
SPAN AND FOOTING SIZE FOIL CNE FOOT GR.EATEP- FAWEeL SIPAN AM'S USED, SIMILARLY A It -all PANEL
OVER4-IANG MAY CQIa UGCD IF THE BEAN SPAN AWQ FOOTING SIZE FoR TWO FEET GRI3ATEIZ PANEL
SPAN ARM USED, IN EIT4.4EI_, CASE TT -IE FIANEL, TWV_-1CNE5S REMAINS AS TABULATED FOIL THE
ACTUAL PANEL SPA►J,
B. DIAMETER AND bWPTW WHEN POUR.FD WIT44 OR SUP_P_0UN0ED BY A 31/i" CONCRETE SLAB
THE FULL AP -MA OF TLIE ROOF IS mIVEN IN PARr-tAT1-IESES,
Ceraw" of Aud*N*
e>mtree 9/30/88.
X10 SN ScltlW W/ VS"DIA, NloPR:CNE {'
MI&TAL WASHERS i" Off°, STAGwalt.
I N S% DH S OF ROAM. Folt FLAT PAMM
1NSE1[T I Vy" r/ IFEMAt lV rLANG1E.
PANEL',► Y _
3" SQ, P_F BEAM 3/sh pour
<_44-BR^GeET} SEE
DETAIL 9fs SHT. 6.
3" SQ, RF POST
g 1 80LT
ail BEAM TO POST JOINT
PANEL
410 SM 5Cf2Ew W/IA2 b1A. ts1<GPIZEN6 tr
METAL wAsmF1z5 4"-/C. ilot FLAT
PANEL INSCRT l`/z" F/FEMaI.f FLA►1dE+r.1
A - BEAM
u z. OF '1411 BoLrs
On1E IN Fmck TUBE,
I'/a" X .04011 Botir Tb ENO
OENAMENTAL OF TUBE,
COLUMN .J�
A - BEAM TO POST JOINT
MAX. SLOPE Vi PER FT.
MIN.SIGPG V4"PER FT,
PANEL
40 3/411 C - BEAM
3" SQ. 2F POST
,04%" STEEL
2 of 3/1g" MOLTS
HEAVY DUTY
STEEL aPAC-rET
2 of ?/4 i1 BoLT 5
G314i1 C -BEAM TO POST JOINT
ICBO EVALUATION SERVICE, INC. EVALUATION REPORT 1641P
From the office of
ROBERT W. HAUSSLER
REGISTERED STRUCTURAL ENGINEER
Aorimval t]y to design eflghow eKA n0( be
CAnSinied 03 FITIp"n 17)01 1101lf1Q Oi #te OCIVlfil
and dmw�ocsv cow Rx III ft -ow pbov.
P.O. BOX 669, TEMPLETON CA 93465 605-239-3260
Job In"pectinn aro wperwfiion are not incllraoa union spsrafically
conlraoled for by The cha"l. This plan sh"al is IN* property of tho
angl"ear and may no! M eaplw! W rW1.�" a ,n wrt, sxoapl
by 'company namW In Ihla Sill" 1'''. �rrp 3 years aft.
reylsloh.
PATIO COVERS �Nsln Fdr
WITH 5TwxTUMIIL
aETBACK BEAMS
UBC Ntj � AVE. G,AROEI'1ON 4�rL
TI -
DRAWN aF.ry: DRAWING NUMLE.
DAM 9-2p�7
L.� M� w 313 6 -5
CALlF. SE698
SHEET 5 OF 6
FOOTING ANCHOR BOLT TABLE L
(rrpR l]S�C W\TH PTTAC!\EQ MODE`S \N LEFT POF\T\ON OF
MA.IHiABLES Ia.,E>TH.)
F00TR-1LGk
O\A,MET
AS
\ ANC!\pRS,NUM6ER,
D\taMEZER, Etf\3EI7MElYT
(SEE �\OiE 2, \k. l)
RED
CSZF.�1;�,ME
.PER+l1OFi
*S;�,-c
REQU\REO
\1"
2-`I4"'A re KW\K-'%C\ S
r
PAfJELS
\$°
2-114" x \\Ife
4"
\R2
lit
ONE OIL MORE VEL PANELS
;PANEL
g�qM PANEL oVER\\A\�C„ [FOR
2t�rr
2-'!q"x2" KW\K-80LTS
4"
2104
` e x 2112 KW \K- BN ---,S
LOA
305
22"
2-'!2"x2`14` KW\K-60`75
\O l0
20
23'
2-'12" x2314" Kw\K-60LCS
PANE!_ SPAN (ori-EV-_14ANG ALLOWABLI-
_o\e"
24"
2 -' I2"x 3`14 SUPER-KW\V,
�"
45(,
8` -II"
St\PER-V.W\K
4"
S\S
1611
2-`12"x3`Iq"SUPER-KW1K
A"
S19
I'Z`-O3'--7"
W- "-, 2`-S")
$'-�" C9.'- S`I
(n4O1
26"
2 -' 12' x 4`14" SUPEP. -ILW \K
4"
123
2q"
2 - t Tri` x 5` 14" SUPER -KW\K
4" J_
604
30"
2- `12`x(.0\)4`
l S
eAO
OVER
30"
FOR LARyER F0OT\1iGS EM6EQ POST \\v FOOT\W\Ca PER
ATT 4C►iEQ oR FF�EE51 AtAO\tvG, FOOT \NG DET A\L .
\-`let x2`14"Kw\k-%CI-'\
—
3`34,452,521
21"
\-`I2"x2314" KW \K-eALT
—
Co\O
2'Z` 23"
1-` 2 x 4`'i" KW 1K-00LT
—
'102,802
24", 2s
\ = 12" x4•`Iq" SUT%:;k,
2(0"
21"
\-`12"x4.'14"SUPER �`II\K
—
\241
I-v-ew)PE V:W\K
—
\Q(o3 2\ie0 23(0
-A, �S"
\ - 1" x Wife SUPER "\K
—
25 10 , 282(0
3(4781"
\ - \"x>jVi' SUPER KW\K
—
3015,33313
S5`;�\",63
7- \" ),.\O'I'2: SUPER KW\K
k M\N, 43/4 FOP.SCROL� POST_
\I\1ERE CIET b+\%:S of MRA N\- 1'4\aEN_ COWIASLi \ONS A.Np k k*kAM@NT
TeNG1E\ T1aQ�Es 51\4w REqu\REd SLREV�IS ZHP.O rttiE PA►+1EL
t 1ZER�.oCY� 7144.5E SCR*cW5 5�#\\,� P,��D PrclircZRfa`5rc T\\E SY:I�.►G1�1Z
'A'"1EL. oR A� �.t�1 tatTE�4�lA1E, P.�1 �cR\1TaL !\\11AVSF.R vF Avg\T.\OHt+.� SLREWra
aHi>,LU BE \3S%m ZO C01tkv%S_C7 'i►►E 70 K101 ACEN1T
WT W6. QI'u1;Ls_ &.op• CovERsaE (J
\NS\OE
\NS\oE 1 -9 3.OZ" 1.1
MATER\D��= .04001'P<EY.\GtiaS KCRI{\.\C
P\_h ST \C - Rov\m k\\ASS CC. IL CB a
ES er-POWT 1o%4 'TyPlc b.p..
CONFDRM1wzk,4 law- %Ssr-ri7 a \1%r- vANPZE R 1;a1 �
FOR USE w\ -%A %VN ULIPWNR 0%\.N .
SK`(L\UHC FktAEL
M
OPT I O N At_
E ONI.-Y_
CHAMFEi-
{..TOLES I=OIZ
3/g" BOLT—FS
BEAM FREESTANDING TYPES
r
PAfJELS
�'is,HEL SPA*1
SKYLIGHT
ALYER,NATING WITH
lit
ONE OIL MORE VEL PANELS
;PANEL
g�qM PANEL oVER\\A\�C„ [FOR
OVERH0.t3�a.. Ere$Ta,NoteaG T`fPEi .
D
LOA
PSF
MATEIL(AL-: 6063 -TG ALUM INUMzULT.TENS
30 K5( MIN.., YIELA 2SK51 MIW.�T1♦IGcNESS, .OgShTYP.
H - BZAGCET POR 3° SQ. BEAM
SMIGHT TABLE M - ;rotiz Ustj WITH TABLE✓
E ONI.-Y_
SINGLE BEAM ATTACHED TYPES, OR
TWO
BEAM FREESTANDING TYPES
PAfJELS
�'is,HEL SPA*1
SKYLIGHT
ALYER,NATING WITH
Wka,t7OR AZ �AC\kEDrs¢E) OR
ONE OIL MORE VEL PANELS
;PANEL
g�qM PANEL oVER\\A\�C„ [FOR
OVERH0.t3�a.. Ere$Ta,NoteaG T`fPEi .
LOA
PSF
YEE
PANEL
\O l0
20
'20
PANE!_ SPAN (ori-EV-_14ANG ALLOWABLI-
_o\e"
8'- z" C2'-1 ") .. 71_/�II
020"
8` -II"
_025"
10'-4" C3'-3") q'-5" 2' -II"
7'-4'I 2'-4"
-1'-411 Z►_
_092`
I'Z`-O3'--7"
W- "-, 2`-S")
$'-�" C9.'- S`I
_040"
13'-4N (4'-211) 131-4" (4'-2d)
4'-1d` (3'- Ill
a'-10`1 3'- I")
OSo"
16'-0" [5'-O" IG' -0" C5'-4"
17` -II" (4'-O")
l2'-II11 C4' -q"
U PL\FT
PSF
to 13
10
l S
ICBG EVALUATION SERVICE.- INC. EVALUATION REPORT 164 if
From the office of
ROBERT W. HAUSSLER
REGISTERED STRUCTURAL ENGINEER
P ppTo\�ol Oy tt19 design 6n ''&w -dui fyi
wnstrued as knplylrrq rrKxw xksg of The adhx*
pirodId Uction for of C01ed for r raw* piC�t ��rliBs
P.O. BOX 669. TEWLETON CA 93465 005-239-3260
Job.!=r r and surrvWon ■r" not Inct"d"d urtUS apadfF0814
mneraeh4 Tby the c ZO This pian .haat is the property Dd the
wainsw and rhay IID\ E. opplad or mused 0htirily w in pert, axapt
w pay
Driead i" this tills bkKiL Plan szoras 3 r wra War
SKYLIGHT
PANEL
8k FOOTING
ANCHOR
TABLES
DRAM n:r
rtu
_11-
SKYLIGHT PANELS
UBC
7422 CHAPMAN AVE, GARDEN GROVE
CALIF. 92645(714) 891-4471
uwrnD rsa
w� vr3136-6
SHEET 6 OF 6
a
pro?
pef15
-e�1z
�tir�95 li<rrlSi�`
ROBERT W HAUSSIFR i •�.c.rr, [
.:.: i•`�°.a., � 1,r
,.r
t
- Ona'=•1q S_M. sccaw tiec
0I0SeIi Iwr 6eneas ,dmetal ress6.rs0lec-c-® aac\.5=d eC pray. ¢xc¢pi �
n routs 0loll &rsal Co"? fatal {Wo screws per ft. ar c\osaG and ova.ha.g�{
MIO self drill screws wi+I.0 '6oraa4
kar FVtipn &'•-A vs
�¢¢ no�a3• -a"a. sanr a i
rw ffeac\\ Z 4"
: �
r1�ie'ma+oJ w=hers @W,041, aL �rayaCl4aR-
tr4nel� AS
Or. his sLIE 1
vs' 6aIi-Ir
s
02 of �Irt washei,-S ai= a�^
bel}{r
�7"Alum Is ds
�� "3b -leer
w¢laaa fbraekel,/
For Srlioe see Note 7.
SEAM io DOST
[� -B'•S,no,\a 'PC s�
2o 4 31$' �P\� S (Zo!
�'i Sar use\dao
cracl,a�, rj
06a plated s\aa\ -.Va_ 1
C-,3 i w p s\-5 a rc a\ b ro c4 -.e} _
Pon[n�
paa++y AQF" s'�,aaV3' poo\ See, slsa.a} 2 Por A\"keYvv \-
'Oracka� Felse.iel to Wall eonneefien
de fai Is
'ON NEOTIONRLL
i
D
e-sda.r,
�tDS•M.se:rewgta\ a+aC\1
No e: , F tlii: Palin J �J' S uere steel
is aurrauhdGd el °I
1 os}, see slre¢"t 1
3 /2• caner. sle, b, p
/2x4I,rncese
124' a.c.}'eslena
pan�l';n\ar\ock o.r.a ridv�a,
4 of 4,1e„ bolts
Fort-b¢ams osa sa\aad
'cr\R: i.$ p\aces acvclvors
d;
WlWdSi,C'Y
"IO S.M. sc re w5 �6"oC.
at C 6¢am
as ,Chown or ,ever+ed
¢n1 orient
Al+erna.+e:• oral# awning roil and
Pos\ yrajn
c_+tachinq beam w,+h vwt
3" Past
hook orale RFai+aalning sir;P.
hook
}p fho len I P f}E!
W�aael or S.M. screws lfa"
J
0.4. sG # to l'or !o r,
milli � r Itomf, aril Por
3ors�, see Note �+-
paa++y AQF" s'�,aaV3' poo\ See, slsa.a} 2 Por A\"keYvv \-
'Oracka� Felse.iel to Wall eonneefien
de fai Is
'ON NEOTIONRLL
VL QVerbel-n-
nr/2x4
D
>~.rJIN rv��•, li �I�I
For C beam N'r%&
41aaysD�,><y 3" Posh
ar\[\. rnayba osaa,
No e: , F tlii: Palin J �J' S uere steel
is aurrauhdGd el °I
1 os}, see slre¢"t 1
3 /2• caner. sle, b, p
/2x4I,rncese
124' a.c.}'eslena
fonfin�7 , mAy
oe rd oiu6 C�
Where Invert is
pseal [int insert
Fort-b¢ams osa sa\aad
'cr\R: i.$ p\aces acvclvors
d;
S¢¢ Sables E
:\ns\d¢
Shrill }7't. }tile Full
len9}h at' lhf pest
Sri
�n ayono,\\yv�f
�cppo IT -21,5.
Lo
Paintr, bot\om
¢n1 orient
g'a�a
Pos\ yrajn
a l6[n ,Cele
}he IDelrP
[5KAGE DETAIL
to 12° 0F0" -x gra da
}p fho len I P f}E!
1=xisfin9 2 x4 ear lar:.ler mefers
(May ke noiclieA) D, F. Lo rc\\
Distance Ioe}waen bottom
Of knew 4 railer
(tried� A 41 wall ,min.
43°� -ave aver dnj.
T min• fascia board, atiarh.d
+o rafter ends w, -+h 99'iag -
sc.<ws
ra4ter Loed Rzna\
A\\achMg. to
Qaam. 120 7'- o•
For pontic\ gem. Min. Alg 30 �'- o+
Gunn Bc}iOn p}' edYe
dein,[S -see,, i
"Ih+glt C.!+neetion everknh
Sea I \a Cor a \
VL QVerbel-n-
nr/2x4
D
WIND VELOCITY v.s, WIND
LOAD
U
PANEL LAP 5C2EW5 - +A-FTim
/2x4I,rncese
124' a.c.}'eslena
Continuous 12x4 Icy! er
Faslened to exie!inj will[
golf awn hers � tt
milk 114* Int serew P 1&'
ladva- with Tektl
o.G. }o laenetrnte solid
of rnEm�er 12" min.
Ciri
P
apo
Note:
>;resrristsr� gnsllars
n
For lorler e-x;sL5n-3 eave, rot Icrs
See Aefalt oh Vnaatl 2
EKISTING SAVE- KNEE
[5KAGE DETAIL
Us¢ si'd.p\viae
0.t b cu c\• -.a � �
3f g' boli
3" POSH , sea s\naai \
spocad oc stio.,�n �r\
second ea\�erc� oE�
S- cav%acvtA oc Du�y
3" Po SN "aro cva�*.
y , . .e strvclor - =c e
�w• � n i 1 , om,\ arc\,u5�
and (Imbed
♦ .c _ _ a ♦ Tey �aracWtL�
For onc\tiocs I In oOV%Tca
on ahem Ca _
Foe}inel elimensions� toer
Tnbl�e1r± �n.1 of se'`�me neii
2 pest bracka\ ATTAC{-tED as de,r tt7.
POUIZE P F-00TINC+
G_ENER'AL NOTES
" ��` `/4" \i\\t\ \4+.ivk-8o\� (Irnbaaaa a9rlZ crc•�
lcso E.S. 2cVart 2\S(, 1,r 04 \-\41t r nn ,er
l From c'7Crar k\y o,ad Q0 3DS4 A4ns%an ¢ac1•,
+♦ •• fb}tom o ,n s'<ar,a nyg res gala co nc raga `ufo spocia\�T,sp• .\.on
Twist
y + Exisiin? slob may be used ii in ♦j000l
,.:
Fi'g. lata sao_ e:tlne,liiieh rind al -proved by the I'Juildinj
s'naa4>=REESTANDING For Alfnched Modals euiik one, IxnrT, ehly,
ner�. POUKED FOOTING EXISTING SLAD
., n..__L___ .._, L_E.- Cd IL.etd Pa nil e_ as,
I Tor \;res 16 b , 5rvw \-a&,
wihol loath, renal uplipt see }elbles E or
r.C&-ts4, orr+ .
a For 1ve:rls-tetarl• ahA notes cancer" nej
mil{minis, cn!cvlafions , irgI ec[ien , nppi,caiiohs,
idenki}�icn}ion, spliccS, Sails_ , etc. see st+aa4 1.
3_ 4:10 S.M. scra,s S t\�ru ¢Ac\•, PCL n¢\ \n\1,r\acA as ra'ku ire.6
b-Cteble D `,erecvl,
4 {ns}ener washers shell be 5/g' Al"I.,
rnelc+i Ivacke neoprene.
5 usp_ washer a+ Ine•aA ❑-r Wall ytrevls.
Wood eerews or S.M. screw-, in wave{ she l!
l'GnetrnfC So}iR� rfieMbGr el$ f'tllipw$ � 8 �
tlr4' , #14= 1''/q".
6. Min• height is T -O" where Govitring required w,r+daous.
7. 5 21ice for 7"T - If }rile Ioc&'lfon _K
o-+tte splice i5
l invited 1,1 no+ed below for +he6,�'4'C, +he swore plate
split+ may be used. LF m fol slreng►n splice 14%
dQSired wSa 2 of GVq" C SPIicc5 9R" Sany w,+f•t Vairs
oil yes' bolls located I',ti3,jV,20'�0."d Sg"f ran. enot ,+etaI a
boo+S.
5 Elives in C keen+ may 6e made a} or
wikh,n•O at an interior rQSt. Srli4es 112411 hot
eccur in odjncenl
9,
�. lase , 1R 6'x res" x 5' Go4.3T6 ellvm. pin }e ark
3/$'
4 of 1ee}f8- PI-nte mar be Alrafleal 'j F SPlrne IS elf
3" Poe[.
-
see i -able 1
r on 6\Teak 4%
End overhang,
Mnx.'651/. of
post_ SPA,ir j
$tem S�Cr, �J
sec fable E,G ov- fi ah s'. - �.
FrolPaf+dn Pont! Stx,n, set
Petrel Overhnnrl, fable F,
see tables
f= 4'j,
Po.\\\ Por\
I or C-RealVr-\ Cs
per y\naa} \ _
L-er,91h skelll be 9renter
}heir, or eivial fo the
---%-4 wid4,,
1�1,'-Co" mo.x.\Zaig�
Altachmer+f, saeTw6la D 4A-
1 and Notc'ZO
Slope, SeeTLP,—
Frial
Overhane}, 3„ posIt Sae
Max. 35 % of ac Mail ort
Post Spnc'm9• ( 6 5\1 4L
1.
Qavn sin
see }able 4,
n3" P. 8o" IV FL,
Cf �
r 6.Cea11
MATED IAL' 3005 +1231 ALU M.ULT. = 31 KSI MI N,YP, = 29 ICS'.
Go MPR, `F P. =,X6 Fol` ,022". ScI05H28 AL•Ilfi• ULT." 31 ICSI�
MIN, Y, P. KS I,CoMPZ. Y,P. =25K51 �0e,029" 036' 031"042"T4;Ci-.
G" FLAT PA c - L.
z YR+J-St=c.TtON 1z19-pM WALL {.1 lAt M�cry . I ,. - t' • - —
TYPE:S OR 'M 4FeAKT WMC_LA5Ll2ff W^I_L FOR i1Ct pSlrb
'MPG
JK* scRfW5 TRIAZI.l FASCIA CLIP , i2C-P.R PAN 44AMGSP Eihcldr CoUWT AS
owFL_ov_T"E. R.6Q11112WD CIELWS. A.01DITIOWAL $�UtwoD
SCREWS SHALL. Be DISTfRt8UTEC SvE:NLY ALONG
wt -r" NoT MoP-E -THAN 01.4E NEAR- GACH EKD,
F �
r9 UF�CpL1E�R�,�
001"s 9/30A LMIC/811+
TABLE C
TABLE
D
WIND VELOCITY v.s, WIND
LOAD
U
PANEL LAP 5C2EW5 - +A-FTim
YPE
TYPE-
PA .10 �7VEf? Kiri -0" 449Gi4 LIPUFT
10
1315
01'1S
Slt�s oSIbES EWCLOSeb
I1 'i S_
ALUMINUM
ALU MII�' U M
h'
ATTACHMENT LEPItol, 2AT10 Mli�.
PROSECTION
PANEL
IAO 1.0011.0011,0D
Io61,0ojI,IR !,�[MhX,
TRI[C-�NE55
J
zoob n PsGRAtLI
G�
Y
10
l0
10 910
to 20 zo 30In
ld4.ld13EQ OFa10 SS IN EA,FANELLAP�PIIN,YES
I-
2-
2 S
6 6 -7 -io
—o'I.022"
K10
2
'x
2 3
4 4 S SNb
'z,
2
2 3
3 3 4 y03G"-,050"
No
2
2 2
2 3 3
osd,
Y -Es
2
3
3 4 4'9
9 8 l0 l l
oIT'- .022"
WO
2
'2.
2 3 5
6 5
_7 2_U
No
2 4
S Q 5 6
12`-O"
.036"-.050"
No
2
2
2 2 '1. 3
3 3 q 4
Iel1-I a
040"- .Oso"
YES
3
S
4 5' 10
12 1 t l4
_17"itu
025"- .03291
No
'L
2
5,
6
16'-O"
036"- .0504
NO
x
2
2 2, 4
4 4 S
NO
r%,
2
4
S `
z YR+J-St=c.TtON 1z19-pM WALL {.1 lAt M�cry . I ,. - t' • - —
TYPE:S OR 'M 4FeAKT WMC_LA5Ll2ff W^I_L FOR i1Ct pSlrb
'MPG
JK* scRfW5 TRIAZI.l FASCIA CLIP , i2C-P.R PAN 44AMGSP Eihcldr CoUWT AS
owFL_ov_T"E. R.6Q11112WD CIELWS. A.01DITIOWAL $�UtwoD
SCREWS SHALL. Be DISTfRt8UTEC SvE:NLY ALONG
wt -r" NoT MoP-E -THAN 01.4E NEAR- GACH EKD,
F �
r9 UF�CpL1E�R�,�
001"s 9/30A LMIC/811+
TABLE C
WIND VELOCITY v.s, WIND
LOAD
WIND VELOC:11'Y KPI•I
'10 1 $O I q0
WNI D Lohb ;> SF
PA .10 �7VEf? Kiri -0" 449Gi4 LIPUFT
10
1315
01'1S
I1 'i S_
» _z) JAoR.IZOIJTAL IAAD
to
is
I I S
rio�\i I IC$0 EVALUATION SERVICE, INC, EVALUATION REPORT 1841P
`'From the office of:
,: ROBERT W. HAUSSLER
REGISTERED STRUCTURAL ENGINEER
� Iipproval by the design engineer shag not be
I construed as Implying monitoring of the actual
poductlon for assurance of strength properties
I and dlmenslons called for In these plans.
i-
R.O. BOX 669, TEMPLETON CA 93465 805-239-3260
i'-13 "-,;RN This This plan sheet is the property of the engineer and may not be
Wm%q G Ye copied or reused entirely or in part, except by company named
MMA. in this title block. Plan expires 3 years after revision.
PATIO COVERSP�- i Po tr
BEAM TYPES STRUCTURAL PANELS
CONNECTION DETAIL
UBC 7422 CHAPMAN AVE , GARDEN GROVE
CALIF. 92645(714) 891-4471
■� ars •�
W, , f auw,+w Nwe[�
- -T4 -3 3136
nue 5-20'-67 rJilJF. SEsB!!
sHM 3 OF 6
G.00^ G.00• G.00^ �� G.00•��
Z3 �R. _natal
Ty P• f
/1'li.00" (Cov_erneje)
Materiel; ,0110•,,025"„032",.040^, .0 so"l �300SH2(o Alum_,saanoi�8, Niin,Teme.Y.P.-23,7ksi, Ulf.-27-lksi. SQt no'fe '41.
01 is 3004 N36 w/t'ensY,P 2.% ksi Ulf. 35 ksi. V E E PANE
x:40" -g0" 1 Also available with hooked f -longe rernoved
,3o"
T1. 0.
No+e'
.or. 2"thick, 6063T&:,
[oo'
Cx
LBO" square tubes
.osa
may be subs+i+u+ed.
p
0
0
8
13
O jv
� G i �+
0
C•
0
e40"
AWNING
urr:
+
I
5 lice � see I
f
R
MolerlAl :.040' Thick
3oo5H28 Alum.,
Sae not'¢ ES
Meiler mh.040", 3004 H s5 Alum., See
3.30"
I
Mc.teriol: ,040"
oao"or .048' 4rgclo G. Slecl A5Tiv1 ,
LS"TUBE Por
3004 H.3(o Mum., see Vtotes S 2.1
Min: le. ns. Y.`1
= /25ksi, Ulf.- 35ksi
�"'12 FASCIA
See�0a4ho'�e D,Te61¢. A
1 -70" O
M,
Spliee,see 1 c
NO}e g vim`
II �
3.30" `jam
Materia {:
•oS0" 3004 N3�o
SiRF, FASCIA
3 •eaa'.
No+e'
.or. 2"thick, 6063T&:,
[oo'
Cx
LBO" square tubes
.osa
may be subs+i+u+ed.
p
0
0
8
.14" R
Typ'
r
0
e40"
AWNING
urr:
+
MolerlAl :.040' Thick
3oo5H28 Alum.,
Sae not'¢ ES
Meiler mh.040", 3004 H s5 Alum., See
Min,Tens-YPA 21
no+e 8 Mtn_Tenz.Y..P- 26,5koi, UII.•33.5k%;i
ksi , Ulf.- 31 ksi -
oao"or .048' 4rgclo G. Slecl A5Tiv1 ,
LS"TUBE Por
A446,, tvlin,Y.P.=40 ksi. Sa-MT%66
ORNAMENTAL
3" 2F POSTZ BEAM � g^o+a \�
POST
Sae no,"_
ein R uprijkl eeirs,
21/g npnr{
painting, J L, /L-oo'
or clq\v.. s
0 �
•n{ r_
C1 -
Holes �o r
W boltc•
Flared ouT
betse SAo"
,mole_ Length
5 50"
.hates q l,c
Dr ft, =7 Ir a.ao" 'Sh6,.
;alfa. 1%"
Anterial:.157"thick 51cel 4oksi Y.P, 46
HEAVY DUTY �*"'
5" POST 5P_AG KE -T
12.35"1.50", or brnckti
.100" I/2I" elrnln may Pi{ inside post. ,-Jo
holo r �.vEG"
OG1i"t�
Hole ('or
If
C? r. o
.06
6.50• \_50"orck" Split¢
Meitertnl :60& 3T (a,
Mel6rie!: 60lo3T67 Al,,. 01.35 wieie) MinYP-2'iksi3O-F30ksi samr\otQ
Min.Y. P =c6 k41., Ult. � 30 ksi. I, Cj' p�s7 9 ~
5TANDAR5 3" POST 5RAGICET aRACKET Bolam. ul: 3oksi
alum. UI+" ksi. AG F� __
5,50_ - Min. Y. P.=25ksi. C1
•O(Wtyp +nick except
as noted. _
'� f Holes 4vr I .t10
off' 42'bd\s 1, 17"
t�''�-►
a H - 3111. t O
to m
J
T -`1.3151
H. b.
Motar;vl' kStM A36 %1i\. 1.1er vosT --
. "R E.F, Mereri41 ASTM AST() -40 s+eel CL.
POST M�n,li•It 55ks: kiold •p1e : Motorial: 6063T4 alum
WEI P
LDED DR�C's'zET 3"sq.x,lza"�sreeL Posy` 062^ thick , .73"w,rd+h
..c.
oiea ser
0
I 5
.I Materiel;
6061 -Tee
Ult 39 ksi 15-
miw.Yp 35 ksi
r00411 -Tia Ib.
'7" ALUM, I BEA
art" E 1.54" ~-1-an" 1l -
2d' \a_
19.
CAENER-AL NoTE5
Strwc�urd\ �esigvl pa.r 1OIS5 Use, A1\ }yQas ,shall tanLarm �o \.184 Appe'f+d\x
ckh-49 , max. �a yyht %T-0" ant] 5\+a\\ ba -A o•+\y C` ar retreat\ona\ ou k avoY 1�Y lney
purposes and e+oF as ca•�oche, gacOc , s1oragm roorc1s or Ftebi4rab\a teary s.
Fcs4en9re Ore 1 b• s{nin eso , ones. Ipla}eel 0r g4ly. steel Cancra a aneklofx
6\,011 ba instal\ad �n aceorde,rlca ua\kk1 1C90 r,S, Value�ier5n Rc.�ar1 2,t51io.
An tnalacolion hole shat! 1ve drilled in lha cxisiin.1 wall to ver's4'y slue{
s"ea h,]. !-sole shnil tae lew le enov-jh }o eenlee }4efener an slud.
C^Ohr-rete mix: I'rnnx.4,lgr.5.4 sk./cu.yc4.,76 c141_/ok. 200o#F, standard.
(=nclh npplhen}ion shall show a complete 10101 plan or {{,e prorerty ethos
�uildinelscircle. the poo} sjoncir,e�, spun, in he fables t6eli Pil
iFletl paleiieulnr jot•,
Sock inslallnlion 611411 be4r nn idehhPyine� decal giving the hnrne, 466
address of m{'4r., live lo4oi .koriz.. ahef ulokyj wind loads 4nel nprrvved number.
Li,jhfe]4aje steel shall 6e fesleel 4s per ASTM A44G Ctretd• C
Thickness is bare steal. NcgaA\va_ f\\\cknass \o\arar\Ce is -`\,Io-
Altarnal¢ a\arn. w\\Aye rile kaa subs\+'taloa] Qac lheea S'Pa.CiQ1¢d pro.lidad
rh¢1f arc r¢g1s4ara4 wZ6 k,L d,.lurn. f•,55oK_. (inr aqua\ ar yr%OAtXr quacan�aery
rnin.ult. k tans. 3iC.14 slrana+\1S_ Thickness, indlcOLNtw S."aare "\GACA and
ai 5 is .oCpoirsor;37S torics}h !12", �efslen }o Sehseln t.ui}h R es\
14" )O-Plts or 14 5-M. screws n{ ik�e Follow iloae:liona s 3/,GIr" , t -1W ,
{x'}W, d1moi 111/¢" ;Torn Ona end ofr5laltce_ Uel. 45 S'csleners per splice.
! OCAte ``within a'-0` of eta inleriar pos1� Or sup pox} ao.cFr go.Sc1a, S¢grrlerl,r
wllh RZ \a 0,Sl� { 110 YF0W6N S . Far aaom\ices aaa arias,\ "Ov a I en shaak -5 _
Lay screws shrill }ae ploeeal rn nes {ort Drees 9Te•% cAam. For e.orwarels
jeleak conslruchon, plerce masonry anchors in reiriflareeas irwfe�t Clements
aril y.
Wl�er� re��.ired wiv%Aows open i'zVo 6, pb\'`trio covers +Vyc retiaira+++ e,, -5
a4 [Si3C sQc6n 1205 sl•\e\\ apply.
Fovndaliono ,or slab foo6n's rcelin-jah "reinaive soil shall loo reviawe.i on nn
inclividvn[ fob loeleis l,r,,Ir Fo iasu4nce o}' permit. A soil repay{ shall i -a
used unleBs This reelvirtmtn} is waived joy the
�ruiEFiinej O{'t'ieiesl,
Drelinei e, witirh oiliewuiso would er. over ¢ loulelie. swiewalk shell >z eollecled
Anel elYerfGd under sidewalk.
Sides err s{Yu 11ArsS vr,6,.c be. en6osea ifr nldrieed "C\oSd�1Q1 Oh SEG�iavbt
Vlow Of1"ola e4m5pdn dn+��p`tin�`fd6\Q,
0%QLP,typas stip.\\ ba open on ona Of morcs CJ a a c\ear 1\a\cSlr1ht aSl
G'-�•' ohoYe r\o or or or, 'I,wo a •rrlara siaaS',C' part\I enc\05ed Wy v sOV, A
u1a\\ moo rs\ncq, l\'\an �Q"higqh � '1. a rama.iri1r1c3 clans mw "no Yolo\\y,
¢n4\gsad, %AqS a dl\ C\orad,�l _ \yeas n\a,y �a ¢nc\o sed w\k :l%stck Ccraan
and or raad\.j CIL +*Va0(t P\0x0\0\e 4raZcant p\4s\\t Rai Mora 1,\m _%'LS"
khick. Closable tLrQQS dr¢ alsidtnQa }e rQSis�'^Q 4.ori•sunt6l Wind lexoa
aF d �u\-u,rQ 0ndo51.\re.
VnZ rood pur\a1s she\\ kava o; rr:\n. slope iv1 decor's aKce Y4 ilk•\
`t•3.\a\e, ov, A, mo,N_s\epQ SlC1o.\1'lo c3l+P&r''N_Ciar a4t0.cF\ec1
tIQcy,anc\Qs. ca 91 Ae,atar%61, }y pr. s, or 3t7 P % q Nypas - \0 ,Q,
open ty(aaS %r,o,YeOIL Tr\M N. S\41? a, o'� 'f-L"per Qt. k� 7C pad t�p6t +4n [+erg}
So\\ : C\8S5 \,203 or4 o4" Tdbl�, '.hi6 o{r URC-, BeArino,
1900 psq%4ar1t-,1c\0
Ali staal sha\111a ga\vnciiiaa lar �o\t\�aa ona sc op coo f oQ rush
ona ona coo,\ ori. Q,v\t}wnp,\ SV1 to DF.
Pa;nE ;c\slc]a aQ QC\ mr_.oaclaccA Qoa\ s From sok\ora }c \rL" o,�. groc\e_
,For r9lruc�uCRs .,a14�r1�aSties under IN%c +PO,Scloi SM %IruLm�c 2» ,
For s\raetCures osis+ be awls Scae 4 or 15, War-
use
aruse a1,+as.r (o e,\So. or siv+clasure see-0-e.e)r 313"1.
See �a\�l¢ C aV% emery}3 �r wire 1rQloci�Lr wiv,d (oe�,
-161 ❑ 20. TF,a \ansSlkl o'}' a\\O eOti .an'4 Rot stsoe.4tsea_9 ui\F!\ o"T% %\aca sF,a\\ ba anuo\ to at AraaFc.r llwn
k\\sprD]tC la\1. Ter typos u %%O�k RCta_ar\ or OIA-mr enZN0%%ra., sac +.11C,ck..r cz, \k Lang�ln
-� (3/4" C -BEAM Tab\e Don st,ea� 3.„cep\on LQ ^+caas�crla\r\g Qos"ts t,Q'oa�tir\grs arm
13 usa� �\\e \e1ic��k \ off' ollachme+l\t srlay �e lass.
012
'^ SPLICE �o� I -BEAM `Z•\ - For arnbossaa .ria\'\_ slot} r*,a\ O�ES51 \ p bo\iv..� cQ a..,bvss:no� aaprassion _
- r � Metari e1: 6p61 Tbl alum, �4r4��S w hdGs fid"+
Q6 j ol U1+- 31 ksi, Wri,Y_P_ = 32ksi ICSO EVALUATION' SERVICE. MIC. TION T I SA I P
TRU�F.D � a 4 From the office of Pa1� P011`
ROBERT W. HAUSSLER T'
REGISTERED STRUCTURAL ENGINEER OF
Z;STRUCTURAL PANELS
Approval by the yingdesign engineer shah not be
� a n construed as Implying monitoring of the actual
040" THtLK production for assurance of strength properfles
and dimensions called for In these plans. =wm 9/90/88. 7422 CHAPMAN AVE., GARDEN GROVE
1,15" P.O. BOX 669, TEMPLETON CA 93465 805-239-3250 CALIF. 92645(714) 891-4471
Makacia\'30043(, or �UOS`.\2a D.+,wm in A►r■ovko w: / oru+r,w "ur■="
This plan sheet is the property of the engineer and may not be t 3136-1
a\um, U\l .'3\\ts;, M\n `(•P, = 21 ksi copied or reused entirely or in part; err ompany named °"ie• 4 - $-�+� `�' I' V. ! '�"��i_f-��
in this title black. Plan expires 3 + cion, eerrsre 9 2p-8 CALIF. 9E89B
SHEET -1 OF 6
for rnoun+ing directly to the wall `1
or existing eove, 2.4ra"
[oo'
Cx
.osa
d r° acro'
.0e0'
AVE.
e
ahm�
AWNING
urr:
+
AIL.
sA
d
� ,•
�cBS''
.345"
sn
�
.���
Ir-�jl
pin.
1�
IIF-°a��
S
T
t.+Yt7' I L.745'.
iMeterial' _.063 T6 alww .
} 1,1141,Ult: -'ksi
M❑tcrial: (Tye• for all .OGp",
Gxcepi ns noted, Ca0&5T& Alum'.,
14" Min, fief : 25 ksi
IV{:n.Y.Y.=25kei, Uli.= 30 ksi
ATTAGHING
A -BEAM
SPUGE SEAM
Sae no,"_
ein R uprijkl eeirs,
21/g npnr{
painting, J L, /L-oo'
or clq\v.. s
0 �
•n{ r_
C1 -
Holes �o r
W boltc•
Flared ouT
betse SAo"
,mole_ Length
5 50"
.hates q l,c
Dr ft, =7 Ir a.ao" 'Sh6,.
;alfa. 1%"
Anterial:.157"thick 51cel 4oksi Y.P, 46
HEAVY DUTY �*"'
5" POST 5P_AG KE -T
12.35"1.50", or brnckti
.100" I/2I" elrnln may Pi{ inside post. ,-Jo
holo r �.vEG"
OG1i"t�
Hole ('or
If
C? r. o
.06
6.50• \_50"orck" Split¢
Meitertnl :60& 3T (a,
Mel6rie!: 60lo3T67 Al,,. 01.35 wieie) MinYP-2'iksi3O-F30ksi samr\otQ
Min.Y. P =c6 k41., Ult. � 30 ksi. I, Cj' p�s7 9 ~
5TANDAR5 3" POST 5RAGICET aRACKET Bolam. ul: 3oksi
alum. UI+" ksi. AG F� __
5,50_ - Min. Y. P.=25ksi. C1
•O(Wtyp +nick except
as noted. _
'� f Holes 4vr I .t10
off' 42'bd\s 1, 17"
t�''�-►
a H - 3111. t O
to m
J
T -`1.3151
H. b.
Motar;vl' kStM A36 %1i\. 1.1er vosT --
. "R E.F, Mereri41 ASTM AST() -40 s+eel CL.
POST M�n,li•It 55ks: kiold •p1e : Motorial: 6063T4 alum
WEI P
LDED DR�C's'zET 3"sq.x,lza"�sreeL Posy` 062^ thick , .73"w,rd+h
..c.
oiea ser
0
I 5
.I Materiel;
6061 -Tee
Ult 39 ksi 15-
miw.Yp 35 ksi
r00411 -Tia Ib.
'7" ALUM, I BEA
art" E 1.54" ~-1-an" 1l -
2d' \a_
19.
CAENER-AL NoTE5
Strwc�urd\ �esigvl pa.r 1OIS5 Use, A1\ }yQas ,shall tanLarm �o \.184 Appe'f+d\x
ckh-49 , max. �a yyht %T-0" ant] 5\+a\\ ba -A o•+\y C` ar retreat\ona\ ou k avoY 1�Y lney
purposes and e+oF as ca•�oche, gacOc , s1oragm roorc1s or Ftebi4rab\a teary s.
Fcs4en9re Ore 1 b• s{nin eso , ones. Ipla}eel 0r g4ly. steel Cancra a aneklofx
6\,011 ba instal\ad �n aceorde,rlca ua\kk1 1C90 r,S, Value�ier5n Rc.�ar1 2,t51io.
An tnalacolion hole shat! 1ve drilled in lha cxisiin.1 wall to ver's4'y slue{
s"ea h,]. !-sole shnil tae lew le enov-jh }o eenlee }4efener an slud.
C^Ohr-rete mix: I'rnnx.4,lgr.5.4 sk./cu.yc4.,76 c141_/ok. 200o#F, standard.
(=nclh npplhen}ion shall show a complete 10101 plan or {{,e prorerty ethos
�uildinelscircle. the poo} sjoncir,e�, spun, in he fables t6eli Pil
iFletl paleiieulnr jot•,
Sock inslallnlion 611411 be4r nn idehhPyine� decal giving the hnrne, 466
address of m{'4r., live lo4oi .koriz.. ahef ulokyj wind loads 4nel nprrvved number.
Li,jhfe]4aje steel shall 6e fesleel 4s per ASTM A44G Ctretd• C
Thickness is bare steal. NcgaA\va_ f\\\cknass \o\arar\Ce is -`\,Io-
Altarnal¢ a\arn. w\\Aye rile kaa subs\+'taloa] Qac lheea S'Pa.CiQ1¢d pro.lidad
rh¢1f arc r¢g1s4ara4 wZ6 k,L d,.lurn. f•,55oK_. (inr aqua\ ar yr%OAtXr quacan�aery
rnin.ult. k tans. 3iC.14 slrana+\1S_ Thickness, indlcOLNtw S."aare "\GACA and
ai 5 is .oCpoirsor;37S torics}h !12", �efslen }o Sehseln t.ui}h R es\
14" )O-Plts or 14 5-M. screws n{ ik�e Follow iloae:liona s 3/,GIr" , t -1W ,
{x'}W, d1moi 111/¢" ;Torn Ona end ofr5laltce_ Uel. 45 S'csleners per splice.
! OCAte ``within a'-0` of eta inleriar pos1� Or sup pox} ao.cFr go.Sc1a, S¢grrlerl,r
wllh RZ \a 0,Sl� { 110 YF0W6N S . Far aaom\ices aaa arias,\ "Ov a I en shaak -5 _
Lay screws shrill }ae ploeeal rn nes {ort Drees 9Te•% cAam. For e.orwarels
jeleak conslruchon, plerce masonry anchors in reiriflareeas irwfe�t Clements
aril y.
Wl�er� re��.ired wiv%Aows open i'zVo 6, pb\'`trio covers +Vyc retiaira+++ e,, -5
a4 [Si3C sQc6n 1205 sl•\e\\ apply.
Fovndaliono ,or slab foo6n's rcelin-jah "reinaive soil shall loo reviawe.i on nn
inclividvn[ fob loeleis l,r,,Ir Fo iasu4nce o}' permit. A soil repay{ shall i -a
used unleBs This reelvirtmtn} is waived joy the
�ruiEFiinej O{'t'ieiesl,
Drelinei e, witirh oiliewuiso would er. over ¢ loulelie. swiewalk shell >z eollecled
Anel elYerfGd under sidewalk.
Sides err s{Yu 11ArsS vr,6,.c be. en6osea ifr nldrieed "C\oSd�1Q1 Oh SEG�iavbt
Vlow Of1"ola e4m5pdn dn+��p`tin�`fd6\Q,
0%QLP,typas stip.\\ ba open on ona Of morcs CJ a a c\ear 1\a\cSlr1ht aSl
G'-�•' ohoYe r\o or or or, 'I,wo a •rrlara siaaS',C' part\I enc\05ed Wy v sOV, A
u1a\\ moo rs\ncq, l\'\an �Q"higqh � '1. a rama.iri1r1c3 clans mw "no Yolo\\y,
¢n4\gsad, %AqS a dl\ C\orad,�l _ \yeas n\a,y �a ¢nc\o sed w\k :l%stck Ccraan
and or raad\.j CIL +*Va0(t P\0x0\0\e 4raZcant p\4s\\t Rai Mora 1,\m _%'LS"
khick. Closable tLrQQS dr¢ alsidtnQa }e rQSis�'^Q 4.ori•sunt6l Wind lexoa
aF d �u\-u,rQ 0ndo51.\re.
VnZ rood pur\a1s she\\ kava o; rr:\n. slope iv1 decor's aKce Y4 ilk•\
`t•3.\a\e, ov, A, mo,N_s\epQ SlC1o.\1'lo c3l+P&r''N_Ciar a4t0.cF\ec1
tIQcy,anc\Qs. ca 91 Ae,atar%61, }y pr. s, or 3t7 P % q Nypas - \0 ,Q,
open ty(aaS %r,o,YeOIL Tr\M N. S\41? a, o'� 'f-L"per Qt. k� 7C pad t�p6t +4n [+erg}
So\\ : C\8S5 \,203 or4 o4" Tdbl�, '.hi6 o{r URC-, BeArino,
1900 psq%4ar1t-,1c\0
Ali staal sha\111a ga\vnciiiaa lar �o\t\�aa ona sc op coo f oQ rush
ona ona coo,\ ori. Q,v\t}wnp,\ SV1 to DF.
Pa;nE ;c\slc]a aQ QC\ mr_.oaclaccA Qoa\ s From sok\ora }c \rL" o,�. groc\e_
,For r9lruc�uCRs .,a14�r1�aSties under IN%c +PO,Scloi SM %IruLm�c 2» ,
For s\raetCures osis+ be awls Scae 4 or 15, War-
use
aruse a1,+as.r (o e,\So. or siv+clasure see-0-e.e)r 313"1.
See �a\�l¢ C aV% emery}3 �r wire 1rQloci�Lr wiv,d (oe�,
-161 ❑ 20. TF,a \ansSlkl o'}' a\\O eOti .an'4 Rot stsoe.4tsea_9 ui\F!\ o"T% %\aca sF,a\\ ba anuo\ to at AraaFc.r llwn
k\\sprD]tC la\1. Ter typos u %%O�k RCta_ar\ or OIA-mr enZN0%%ra., sac +.11C,ck..r cz, \k Lang�ln
-� (3/4" C -BEAM Tab\e Don st,ea� 3.„cep\on LQ ^+caas�crla\r\g Qos"ts t,Q'oa�tir\grs arm
13 usa� �\\e \e1ic��k \ off' ollachme+l\t srlay �e lass.
012
'^ SPLICE �o� I -BEAM `Z•\ - For arnbossaa .ria\'\_ slot} r*,a\ O�ES51 \ p bo\iv..� cQ a..,bvss:no� aaprassion _
- r � Metari e1: 6p61 Tbl alum, �4r4��S w hdGs fid"+
Q6 j ol U1+- 31 ksi, Wri,Y_P_ = 32ksi ICSO EVALUATION' SERVICE. MIC. TION T I SA I P
TRU�F.D � a 4 From the office of Pa1� P011`
ROBERT W. HAUSSLER T'
REGISTERED STRUCTURAL ENGINEER OF
Z;STRUCTURAL PANELS
Approval by the yingdesign engineer shah not be
� a n construed as Implying monitoring of the actual
040" THtLK production for assurance of strength properfles
and dimensions called for In these plans. =wm 9/90/88. 7422 CHAPMAN AVE., GARDEN GROVE
1,15" P.O. BOX 669, TEMPLETON CA 93465 805-239-3250 CALIF. 92645(714) 891-4471
Makacia\'30043(, or �UOS`.\2a D.+,wm in A►r■ovko w: / oru+r,w "ur■="
This plan sheet is the property of the engineer and may not be t 3136-1
a\um, U\l .'3\\ts;, M\n `(•P, = 21 ksi copied or reused entirely or in part; err ompany named °"ie• 4 - $-�+� `�' I' V. ! '�"��i_f-��
in this title black. Plan expires 3 + cion, eerrsre 9 2p-8 CALIF. 9E89B
SHEET -1 OF 6
TABLE- A - -7X.040" RF FAS
AE,eJdLTI K
aa,e M4.14 +FRNT ;' MNEL SMH
ti►E TA NeALXGC ems_
i NVTVIe ■ UE
eFoeAeu Q s'.e'
NOT 1
PANEL TYPE ATrp,GNlb 5 e
gp,rEO• s+pfT •1•T'r"L° 4111.%. NE1aXT
now VFW "+S w/ •"rLAT '•S•x,04p'a9'�" 3" x W. R I'-o-
Srtri+6NT oa 3' x -a" cq'�, AWK Ow SrdrL
METAL PANEL TRICRN#-V; T•".pap' RC p*sG4A ALLXl ^&W
rbRY•s.940• RF /AyGA NM WPM/on. STTACIIfp Sri"
LIVE LOAD 10 PSF, WIND LOAD 10 PSF.' WWD
SP
_10'7^ 101}1- ,025" .012" Il' -4', 1$•�(12:'i i0' ->3",9y" rE II'-S•a µ•A6�Ci3• I
-.019•' •f0'-6'
1['-I'a"
Lo- ,air
,032" ,024'•
- PTA''}'
a'-RiySb" Ill 10 4.15•/4��•(� I
-Or .01 •
.GO' ,014" IL1p•
,029"
'-If•, A. 67P
4L 11 3x• 'Z• 91-IIc,H,il+,/'1y
.o so' ' '`J7'
.015"
vw' ,v2a"
9 - S', 14•, .7!
9+- ��.�++,(1�, gLgl� 1 414.1
14-4`
4"
1 .015"
'031•.
1 .05x' '01E"
'05b; ,076
7'-!", Ig" [17
8- " I" 5
?�-9"37p• n 91•t",14'44' [33 ,
7'-Q• ',80"CF3" 9' 14j'14'
16 -D"
.040"
.050" .036^
8'- •a 4''•, (ll
G'^8" �" (IY aLA• 14. 4'rZl
,OSO
,021
.036
fi` «3' ia•' {?L -r411", 14.44• {71•
[e' -Q"
.050°
.nasi"
l'- $" '$1 2"
7
'j' -II", aa", 12" 7Ggia 13•,44'''
141-c"
qL«5! ,y
,0419
i'-I•�17"{Lla
51::v 2a", ('2 '7"s la",yl°[�Z"
LIVE LOAD
10 PSF, WIND LOAD I3
PSF, IND VELOCITY 8C
6t-0•
.at%-
I .71e" .piY'
1l`-10" __12"
[g'_q" 70", 1C' [rrL 1 R Ig^ 44' (7d" 9
14'••x"
YLIO" 194 CIR
i -IIP 7e
OIb•[n•
II' -9", 740" n• 15L!•, 111•,4b" q
E! -d.'
`alff'
144x+' ,an'
IS•-�V" aIS[i1
ra=3'.'+A"G7' 13'-u•,1 4g'(i5" y
R' -C7'
.0149
,075•` ,021
i4' -'1"='a0
T=0"
i4' -o•
.ole"
__
.ems .I,u'�
-i
li =�• zo" GY'
e = 2• w` [,2'� n' -r Is +8' hs :'
I I'
.070"
.034' .a7W
l0'-6. 70" (IL
-r-=-$•, 74" [Il" IO�i`, EQ• 4i"�r q
19'•C1'
.OLP'
.0"4w ,01x"
«II• 21• G3"
6'-10 ,740" (la!' 4-1'�1 46° 14 Q
S 5" 10
,025"
.coo, .018"
R'-3. 9d" (11•
6r30Ywo Cii 9L6" is, 6 g
Il' -Oa
Ibar
owl F,023,
7'-r", ma la•
5' -to• sJsa (12• -1. N4• id' ry• 3:
IS'•d•
,032•
.050" 1 03611
8`-0111,11• fW
5'- r', G1Y '1 4" r4• ":" iii 7
M.
vie11
,050" ,036°
1�4• 1i' IY
y'- !!" 7A" [li" G'�d IS•id• ;t
IT'S°
.2
,O3G" i1LIP
RI" (IY
4'-4" 70" C+ 6'-6•,Is• 41, i'
039"
l'-5" Z1" 14•
4 =6p 9Da R" 61_3' i' A41 W,
4 -dl
t""75."
Oil
R I•.4r•. 14•
d = NI_ ma_ 1,,. �...•, ... �
SNOW LOAD 20 PSF WIND LOAD 10 PSF,
a• ,019+ I 01Q" I a1s" 10L2 is 11" la -z ,n
,01''
-o• .u8 434" ax ' eta•, r6• Ur' 9�B" �'
-O' .OIS" I ,old 1 1029" 17
SNOW LOAD 20 PSF, WIND
'-d• I Orr IWIT, 1.vL7!' 1.'
Lo- ,air
,015 ,Oli• 9-3'.
L0• ;019•
,oar' f 11'1 I
-Or .01 •
.GO' ,014" IL1p•
,075"
.047+.0 .028° 'rL•4•
-17 .0114030°
.o so' ' '`J7'
-0'
HE'rwl PA11EL TIrl'UNESS 4• K
Faf. 4' EXTxUb1rb tASCu SY
1H
LIVE LOAD 10 PSF, WIND
_pa
>fr-Il"� 19" [fk
;NOW LOAD 30 PSF. WIND
PSF. WIND
PSF. WM VELOCITY 90
TABLE B - 4"
f
FaR MAfL NL'4pRr
.025
!a T! � ROTE 9
.018
C�4
[v R,ar V
SLOtA�
140IONT
P00,IEC- PANEL• TYPE
a.lm•r4
t# STa1L
S
TION VEi V[C"y i•'FLAT e1[ 3
it xe
'Y•'1 4'-
HE'rwl PA11EL TIrl'UNESS 4• K
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WIND VELOCITY 90 NPH
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LfCONb #aP17RS IS 1117: IF POusib Wrrri !'Ji MINI. LATfD FOOTING, D. Sa'7e 1p T4� TTP@5 THE 5• % .gSGu H0. 698 4d7 CiP wii:, PniS .�14 61.5 .Craw 9nC:,.
COW. ,,Cb i FASCIA MAY 00 %4+557{ Fa a14ac6,ad mod¢\a on\y
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HAUSSLER
REa15IERE6 STRUCTURAL ENOIKEER
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a'clw�cs+lchro -u" erlar
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SPAN TABLES
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HAUSSLER
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SPAN TABLES
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