HomeMy WebLinkAbout2769-332X6 SLOCKING
awl"SON 'DTC N. 2X BLOCKINGS W/
AT EACH JOIST 2X8 BLOCKING SIMPSON 'A35' BN. SIMPSON 'A35' AT EACH
PER BLOCK SIDE OF HIP BEAM
2X8 16'00 2XS 16800
BN. 2X BLOCKING bX1P@ HIP BEAM •
EN. 2X6 REDWOOD 5x2X8 Ib'OC SHAPE AND TRIM L
EX AS REQUIRED E.K.
EN. _
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2-2X6 PLATES
x
2X6 1I5L.KG PLYWOOD W% 2-2X6 PLAT£$ 2X12 FASCIA
TYP f LYWOOI'� SHEATWING
W/ ?-iid/DLK 8d * 12'OC ON. EN. ?-2X6 SEE PLAN
4 • 16'00 W 2X4 DONT W I ?-3X6 TOP PLATES
2-7X6 PLATE
BLOCK ALL EDGER �i PLYWOOD W/ 2XSIMPSON 'U' HGR 2-ibd/STUD PLATES O
all: PLYW000 SHEAT' $d * 12'00, FN. £A END tYP iMPSON 'N3' * 16'OC 2X8 +� 16'00,too @r
SEE DETAIL 2-3X6 PLATER I�LOGK ALL EDC+�ES 2JC6 BLOCKING bXb POST
2X6 � 16'00 I 2X6 STUDS � 16'00, �I
Virginia Dare Tower
PLYWOOD SHTG 2X6 * I6101 2XS * 1610c 2X8 CONT W/ SiMPSON 'W3' * 16100, 1 0 4 7 0 Foothill B I V d.
2X6 PLATE W 2X6 PLATE W1 SEE PLAN ex 3-16d/STUD N. 2X10 LEDGER W/ R a n c h o C u c o m o n a
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SN. 5-16dPER STUD Colifornia 9i730-3754
2X6 PLATE W/ PER BLOCK 2X6 CONT WI 3-16d/STUD
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t3N. SSI, x N SIMPSON'W3' +� ib'OC BN. SIMPSON BiMPSON 'U' HANGER
su'WGR EACH END fax: 909 980 9980
RED3-16d/StUD �- a N. SHAPE rANUDOTRIM X8 BEAM
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2X10 C0NT W/ \/ EN.
3-16d/STl.1D — \ ---- HEADER WHERE OCCURS 2X6 BLOCKiW3 2Xisa JOISTS 16'00,
2X10 bXIC SEE PLAN
15EAM X10 STRUT W/ SIMPSON 'U' HGR �-
2X6 * 16'40 2XIO 0 16'00 EN, 2X4 * 16100 W/ PLYWOOD SHEATHING X
PLYWOOD SHEATHINGS �
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SIMPSON A35 AT-
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?X4 BLOCKING W/ I TYP AT
2X8 BLOCKING W/ 2-IOCI43LOCK ( 1/ERT WEB EACH S1DE OF
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6NIP60N 'A35'ASLK2X8 SLOCKIING W1 I ( 3X8X12'LONA AT EACH SIDE OF 2X4 DLOGKtNG
Sir'IPSON A38 PER 15LK 3-16d/JOIST I ( STIFFENER W/ 2-%'DiA BOLTS
yz' PLATE 3 6 * 48'00, PER 3X8 TO STEL BM
2�16d/JOl$t N. N. I — —
3X8 * 16100, C.P. I •, • •
2XS * 16300 t t
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STEEL 'TUBE
2X6 R'EDW�JOD SEE PLAN
SHAPE AND TRIM -" -` — — ._ SEE PLAN 2X4 BLOCKING 2X4 BLOCKING
AS REQUiiIED EN. 2-2X6 PLATES 2X6 0J. * 16'00, 2X6 * 16'00 t t
EN bXb BE bxI0
AT DET A ONLY I I 3/16 STIFFENER' 2X4 * 16+OC W/
SN'TPSON 'NUG611a' 2-ibd EACH END
2X6 S'i`t�8 * 46800 I i AT DEt TYP AT EA AT EACH SIDE N
— — — — — — — — I 2-3X6 PLATES I I OF WEB UNDER SIMPSON 'HU' WAN3ER
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6X8 HEADER I I%
2X12 FASCIA 2X4 * 16800, W I 2
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AT DET OA ONLY I I
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PLYt 000 SWEATWINGc tu/ 8d *12'00 K 0> 610C ex•
$EE SWEAR WALL BEYOND 2X/� 8TWD8 *41'00 I
$AME NAiLIW3 BLOCK ALL EDGES. . . . . umm
SIMPSC�I 'W3' * 16'40, i IMPSON 143' 16'�
2x8• 16400 3/4"=1'w r 1, 314 12
Si mm 'U' WOR �'�' 2X8 CONT W 1 3-16d/STUD
3X8 DONT W/
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2X8 ESLOCkJNA W/ N, EN.
SHFIGON 'A351ADLK Jy
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2X6 PLATE W131.0,'
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i 6X SEAM * 48'00
EN. SEE PLAN EN.
STEEL TUBE
EN. I SEE PLAN
TEFL BEAM CONSULTANT
? y PLATE I i T\N SEE PLAN
PLATE W/ 'DIA c= i K.B. LEUNG & ASSOCIATES
WELDED BOLTS m •�� �, . STKUCfURAL �NGII�RS
* 4$'OC(COUNTE�
FOR REMAINDER I BOLt3 * 3'OC 9320 ALTA esAta Rem 7d1U1tE n
2 -?X6 PLATES SEE DETAIL 14
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PLYWOOD SHEATHIt�1Cx 2X6 STUDS *16'00, 'Gt I I2 \214SEE PLAN _3i, Ii ale MON TA
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8A LFoy .Ey
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No. 1 8 +�
°G Exp. 6-30-01
kyr lRUcT��P��`P
APPROVED
3/4"t1'!Oa 14/�"=1'-" 15 3/4"=1�_��� !�
i 1 1g
JUL-1 0 2002
SIMPSON 'LST18' AT
EACH HIP BEAM SET
l 2 REQ'D�
1X6 REDWOOD TRIM SIMPSON 'A35' AT
SHAPE AND TRIM EACH SiDE OF EAG4 APPROVED
AS REQUIRED 2X * �� ' NIP BEAM 2X6 REDWOOD TRIM ,�`�SED ARC''''�,,j
RAFTER OG � .a• �t�►1
SHAPE AND TRIM
4X8 HIP BEAM
2X SLOCKINA W/ AS REQUIRED
SIMP80N 'A3*✓F' 2X CONT BLOCKING v LARRY-WOLFF
PER BLOCK TO C-97$4 _ s
PLATE
Itok01/31/00
1-�It•1PSON A35 PER • ,,. --
0�wCP,``.
RAFTER TO PLATE 6IMP6ON 'A35' AT EACH BEAM TO -
3_ KIW30"T 4X4 KINGPOSt 2-,� NO DATE BY REMARKS
4X10 BEAM
2X12 FASCIA 2XS PLATE W% 2X12 FASCIA SIMPSON 'A35' AT EACH
ai�'DIA X 12' BOLI$ * 24'00 SiMP°SON PC At SIDE OF BEAM TO PLATE
KiNGPOST TO BEAM rel
BELOW`i
ae
MASONRY WALL PER PLAN MASONRY WALL PER PLAN
�
DETAILS
\-4XI0 BEAM
DRAWN �W
CHECKED KSS
DATE AUGUST 1999 �
3/4" =1'. 0 1g 3/4" =1'-P>" 20 3/4" =1'-0" 21 22 23
SCALE as NOTED
2� 3
JOB NO. 98-01-04