HomeMy WebLinkAbout2829 Tiburon Way - PlansRECEIVED
J A N 21 1997
CITY OF BURLINGANIE
PLANNING DEPT.
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2829 TIBURON WAY
BURLINGAME County SAN MATED state CA zip Code 94010
SQUARE FOOTAGE IS ROUNDED ROCM PLACEMERr APPROXIMATE
LOWER LEVEL* FIRST LEVEL*
32 32
�--------------- MASTER
BEDROOM
INDOOR BEDROOM rr
H BATH 37
45 A
SWIMMING E and te_ �Sr�� 1
52
U BATH L BEDROOM G.16
POOL I / / 1a ; `�
M L I r`� ,�—•' 27--3 �)B
- ----- ------ E
N 77 I i T BEDROOM_ 15
S T DINING FAMILY H
25 7 BEDROOM 4
M ROOM ROOM 16
DRESS I 7 12.5
BATH ROOM S 7 E 6
N KITCHEN L
T N
10.5 R 0 21 23.5
32 RECREATION ROOM LIVING Y K 5 10.5 D GARAGE
15.5 7.53 10 R
ROOM 9.5 Y
14 5 14.5
9 26
16.5
FIRST LEVEL*
37
x 32 =
1184
5
x 16 =
80
10
x 75 =
750
2.5
x 59 =
147.5
11
x 53 =
583
2
x 33.5 =
67
3
x 9.5 =
28.5
5
x 9 =
45
5
x 9 =
45
14.5
x 16.5 =
239.25
Subtotal*
3169.25 SF
GARAGE
2.5
x 20 =
50
21
x 26 =
546
Subtotal
596 SF
16.5
7
LOWER LEVEL*
7 x 25 = 175
10.5 x 32 = 336
14.5 x 16.5 = 239.25
Subtotal* 750.25 SF
POOL
45 x 32 = 1440
7 x 7 = 49
Subtotal 1489 SF
Total* 750.25 SF
* Total G.L.A. 3919.5 SF
RECEIVED,
JAN 2 1 1997
CITY OF BURLINGA-vIE
PLANNING DEPT.
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R E C E �, ED
J A N 2 1 1997
CITY OF BURUNGANI
PLANNING DEPT.
SCHEDULE FOR SINGLE SPAN ATTACHED CANTILEVER LATTICE
PATIO STRUCTURE W/3" X 3" HEADER & RAFTERS— 10 PSF— 70 MPH
PROJ—
EC110N
MAXIMUM RAFTER SPAN
(CLEAR SPAN)
MAXIMUM RAFTER OVERHANG
(CANTILEVER)
MAXIMUM
COLUMN
SPACING '
MAXIMUM
HEADER
OVERHANG
15" O.C. SPAC.
24" O.C. SPAC.
16' O.C. SPAC.
24" O.C. SPAC.
7'-0"
7'-0"
1'—
1'-0^
6'-5'
2'-1
—0
8'-0"
8'-0"
6'-1"
2'-0"
—0
91—
9'—
5'—T
1'-11
11'-0
—0"
9'-0
2'-0
5'—
1'-10
5'-1"
1'-8
14'-0
12'-
2'-0"
4'-1 1-
1'-7
COLUMN SPACING IS THE SAME FOR ON SLAB OR FOOTING
WITH SAFETY STAKE OR ABESCO ANCHOR.
#+ ALTER. "A SHALL CONSIST OF 18"
ROOF PANELS, PLACED PARALLEL TO
STRUCTURE ATTACHED W/2 110
SMS TQQ RAFTERS.
ALT "8 SHALL CONSIST OF 18" ROOF
PANEL PLACED PERPENDICULAR TO
STRUCTURE AND ATTACHED W/2 jj10 SMS
TO BLOCKING.
NOTES:
tC 1. THIS STRUCTURE MAY NOT BE ENCLOSED.
')(2. FOR GENERAL NOTES SEE DWG #35003 SHTS. 1
OF 16 AND 2 OF 16.
3. FOR ALTERNATE EAVE ATTACHMENT OF RAFTERS
SEE DETAIL "C' OF DWG. NO. 35003 SHT. 3 OF 16.
4. FOR SAFETY STAKE AND ABESCO ANCHOR DETAIL
SEE DWG. NO. 35003 SHT. 11 OF 16.
'4L5. MAX. HEADER OVERHANG = 30%. OF COLUMN
SPACING.
)(6. DESIGN PER U.B.C. 1991 EDITION.
)(7. FOR RAFTER HANGER, HEADER TO SIDEPLATE OR
COLUMN CONN., RAFTER TO HANGER AND COLUMN TO
FOOTING OR SLAB ATTACH. SEE DWG #35022, SHT. 2 OF 2.
REC/
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DO
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BaucE oonwrn
D. .
"
O23921W
CHALLMAN
wi Dn
F
S$/ONAL��
1/4"/FT. MIN. SLOPE
.040"X 3"X 3" •--I 040"X 3"X 3"
ALUM. HEADER ALUM. RAFTER
0.024" X 3" X 3" ALUM. COLUMN 2"X6 1/2' ALUM. SIDE -
ALTERNATE 4 X 4 D.F. PLATES
WOOD POST
OPT. 3 1/2" CONC. SLAS
SklE STAKE OR ABESCO ANCHOR
WITH CONCRETE FOOTINGS WHEN NOS-_ r
SLAB IS PRESENT �" SIDE
•� OPT. ALTERNATE "Er(18- ROOF PANEL
�* OPT. ALTERNATE "A"
(19' ROOF PANEL)
LATTICE: .018 X 1 11%2 X i
OR 7" O.C.
YL' T TICE OVERHANG i 5" FOR
1 1/2" X 1 1/2"
3"X 3^ ALUM. RF
SEE SCHEDULE
FOR SPAU IC
OPT. 3 1/2" CONC.`\^z Uri
SLAB- SEE NOTE !1
115 ON DWG, 635003,
SHT. 2 Of 116
"d = 12' FOR FOOTING SIZE
WHEN USED WITH SAFETY
STAKE OR ABESCO ANCHOR, SEE NOTE
ITTICE RECEIVE
EXISTING
STRUCTJRE
J A N 21 1997
CITY OF BURLINGAtO
PLANNING DEPT.
24" MAX.
O'HANG-6"
MIN. O'HANG
8'-0" MAX.
COLUMN HT.
t__ I � "
LAGUNA-TYPE OPEN
LATTICE STRUCTURE
f4. 'WITH TX
3"
33"HEADER AND RAFTER
LII�II1IIIIIRnof GIicotInc.
ALUMAX
A14051 Dallas Peikwy, Suite
330
BUILDING PRODUCTS INC. Donor, T.. 752.10-7478
AJF ICBO ES. EVALUATION REPORT . 2621P
NONE .;'AP^�''; SCL SPAN ATT. CANTILEVER LATTI PATI
'•-%,_ STRIICTIIRF W/YYr i4wrR—In acr—in AIDW
A ua,wror,°
L� D H !! Q-pF ES STp•l�C�.D PRO/•£ ZE OF
�q 1f 2 'i''f� i Q�.ATE • �! A, �Ci�' NGINf'�e.��� ��.�►. "..
m G NO. rF �2 a�O No. 6794 .^ :.J: 'gt OF :�2 t Q � 14779 R `
• sTn9 of BR!'CE D. n s ? BRUCE D. CH
_ -.6267
CHALLt,1At1 z oREtxz1 .-I ..............
w cIIL �. _55087
C,SlFREo E��G\a • d; '•:1•F .,��C: �&t'ep 279 .. )V H.... }e sTr R.Hi1, O. CHPV� t�ESS
of h ONAL
35022 I 1 OF 2
{ 3"X 3" ALUM.
HEADER 75"
TYP.
0
1 1/2
0
ir—u
LATTICE
-8-1 14 SMS 4- 14 SMS- 2 EACH
5"4 EACH SIDE SIDE 0 i SPLICE-�
3"X 3" HEADER
3"X 3" ALUM. .5" I
LUMN I f10 SMS ® 24 U."-
DOWN CL OF COLUMN Lo
27X 6 1/2" SIDEPLATE
t= .040"
3"
HEADER & RAFTERS
(3006 H391 ALLOY)
1— 1/4A OX 2' BOLTS WHEN
USING ABESCO ANCHOR
1-1/2" 0 HILTI EXPAN. BOLT
OR EQUIV. ON SLAB-, V1
X�
2.Ir tia
(TO Fl7
INSIDE T
COLUMN)
KET FOR COLUMN
HEADER SPLICE MUST
BE CENTERED ON
PX 3" COLUMN
2 X 6 1/2 SIDEPLATE
ALUM. SIDEPLATE TO HEADER HEADER SPLICE DETAIL
CONNECTION DETAILS
2-8 SMS INTO BRACKET *80�
LUMN CONN. BRACKET (SEE
CH SIDE OF BLOCKING —_TTOM LEFT CORNER THIS SHEET)
® 3"X 3" RAFTER
3"X 3" BLOCKING 8 SMSINTO RAFTER
EXISTING
STRUCTURE
i 1/2"X 3 WOOD LEDGER
_.��- -- U 24-2 SIN
6- 8 SMS
3 CH SIDE r
14 X 4 3/4" WOOF
CR ®16"OR
4- 8 X 1" SCREW
2 EACH SIDE
RAFTER TO WALI
1.25" 1.25 .1" RAD. 1.25'
75" 13.75"
f.o1B"
�-f4-110 SNS FOR UNENCLOSED STRUCTURE
HANGER OR EQ.
3"X 3" ALUM.
RAFTER
19" ROOF PANEL TO LEDGER OPT. 3/4" THERMAX INSUL BOARD
ATTACHMENT REQUIREMENTS : PER ICBO EYXLUATION REPORT
NO. 3223. MAY NOT BE USED
2-#10 SMS FOR UNENCLOSED STRUCTURE
WHERE 18" PANELS ARE USED TO
Y8X 2 1/2" SMS FOR RESIST LATERAL LOADS.
BLOCKING TO RAFTER CONNECTION 1 1 r LATTICE To rX s 18' ROOF PANEL (SUPERCAP�
(USED W/ ALTERNATE ROOF PANELS) 6-110 SMS
2.25"
ALTERNATE COLUMN TO HEADER 3 EACH SIDE
CONNECTION (W/0 SIDEPLATES)X LATTICE
LUM. RAFTER .0937' r<�
•.875" 1/2" 0 PLASTIC q, LATTICE TO RAFTER CONN. I /
- 5/16" 0 BOLTS PLUG
2N,OTE: USE PLASTIC PLUG TO
BOX FILL 1/2" DIA. ACCESS HOLES 2-IJ14 SMS
SEC ION
3" X 3" RAFTER
i
I �
3-#10
USED WHEN ATTACHING SMS 3.3I-e 3"X
INTO ANOTHER BOX SECTION IN )CI HEADER
SMS I TO--j WHICH THE SMS LENGTH WOULD ALT. RAFTER TO HEADER CONN.
BOX SECTION EXCEED 2 1/2"
BRACKET & DETAILS
CONN. PLASlit,
\PLUG DETAIL 6063-T5 ALUM. ALLOY
�.. ' � ��pp• +.G;;� DATE REVISIONS
_ " 4 No.13351 `
3-31-9
P•
-,0/- 7
I9T IYf� r^P/
FOF CAO1
yvCAr ." yo "npRfC7St� `�D CH9!! �OFESSIO s' iqy*'•�y,
e tsFlur W"-
�o ^� o BRUCE y't J Z�F1 Q /� tQ:�......... �! '1
4636 U O `F,0. O-{l (1 ! ? J S(ATE OF.__ E, 1
8!<UCE ppXOVN1 • D. . N o, m Z W No. 6794,•Y"'_'
auuAr�n , CHALLMAN 34971 l- BRUCE D. cT ^ : i
W STATE OF = _ 6267 ;
4,• 01 W CRALLAIAII z -
s u = o
�+..,., .. 'iiSslo ENC7� FC' �ORIPP a�W �d CIVIL �'* .Jd., `•�..: `ai A
N kAl STEREO ENG� S r �, e�.Eq. Wex�:�3.1�
CHl`y'A'�
3"X 3" RAFTER
SIMPSON TIE (W/90'
BEND) OR EQUIV.
SMS S
17� r 2-110 SMS
RAFTER TO HEADER
CONNECTION DETAIL
II1III1111"A L U MAX A D 1 s on of Alumas'rkvw " Proidle hc.
14651 Dallas Park►ay. Suite 330
BUILDING PRODUCTS INC. oana:• Tx. 75240-7478
"'• 1AJF ICBO ES. EVALUATION REPORT NO. 2621P
,ALL:NONE OR PARTSCL SPAN ATT. CANT. LATTICE PATIO STRUCTURE
`dY�c nFTdll C - 1n DCF - In uou
5/31 /91 I;',., g�"R' 35022 1 2 OF 2
1
C11rE OF T�.`sBRUCE C.CHALLMA• p 55087 �HS