HomeMy WebLinkAbout3171-32i 4'
TO VF
j DRILL FOR 1/2" THRU MACHINE BOLTS
CEh`iENT LEVELING BED ,AS
Rr QUIRE. " "IIN. 2" Nl )
2-5/8" DIAME ,'-R GT FEL ANCHOR STUDS
8 Xf;"X1G" SP!_{T Fr ,CE -ONG. BLOCK I
WITH #5 `='7Tl EEL REBAR C@ 24 OIC
VERTICAL, F_.J--
_#5 S i 0EEL REBAR 4-8 /
-
O/C HORIZONTAL WITH ALL GELLS j
FILLED WITH `BOLID GROUT.
PROVDE;�)_#5 STEEL REBAR
.
!HORIZONTAL CONTINUOUS INUOUS @ TOP � 0P II3--.
COURSES, UNLESS OTHER\tiMS•E / -Tl
NOTED (ALL INTE=RIOR GONG. BLOCK ..
WILL BE 8„X8.XlG” PRECISION)
{ iF CONTRAG7 , IS SOLELY RE.SPON SiBI_E FOR, AND
! FHAL_L VERIFY THE WORKABILITY OF THIS BEAM
HANGER / CONNECTOR. CONTRACTOR SHALL SUBM,T
MBER SIZE.a-, A.NGL_E5, SLOPES, AND
ALL PLANS, ME
DIMEN51ON�..,- NE�...-
GE5ARY FOR THE GO,:-
FABRICATION OF THIS BEAM HANGER / GONNECTOR.
THE ENGINEER OF RECORD SHALL BE CONTACTED
t2DING ANY r _STICN_--; CONG4ERN5, OR ANY
REGA.
DIFF=ERING FIELD CONDITIONS INVOLVING THIS BF -At -1
HANGEP4 / CONNECTOR"
C.D.X_ PLYWOOD SHEATHING OVER 2"X8" T Fz G. i r J WI I H A� I L Fz=BAR V 24" O/C
DECKING OVER 4"X10" WOOD BEAMS. @48" O/C / I } ( VERTICAL, i$ 2-#5 STEEL REBAR @ 448"
O/C HORIZONTAL WITH ALL GELLS
-�" FILLED WITH SOLID GROUT.
_ 4
L `X114"_ 4" LONG @ �" O!G @ BOTH SHAPED 3"X Bi _OCKiNG PROVIDE 2 #5 STEEL REBAR
SIDES t M WITH 1/2` MACHINE BOLT _ __ `~\_e
THRU BEAM; ti 3!4"X10ANCHOR BOLT I j HORIZONTAL CONTINUOUS CED ALL TOP.
\\ �, \, COURSES, UNLESS OTHER'WiSE
THRU 2" LONG SLO HOLE (TYPICAL) �\��� \�\i`` / f ,
NOT (ALL INTERIOR GONC.
BLOCK
i WELL BE 8"X8"X1G" PRECISION
a` \, SHA -PED 4" HIP FILLER CONTINUOUS
1
2" MIN. GEMENT GAP
2-#5 STEEL REBAR HORIZONTAL
GOUNTINUOUS (TYPICAL)
Ile IA'
I;
"51P`IPSON" HU5410 SLOPED @ ROOF PITCH,
�nA ED + ,0" i lP �E-A }
WITH BENT FLANGES FOR ATTACHMENT
3-43 STt t L REBAR8.. _� i r — - - - _ _ -- -- -
- CONTRACTOR T
HORIZONTAL IN TOP 55"
J.ABiLITY PR1QR TO
LlCONSTRUCTION.
'f SECURE � ">`8" PRESSURE TREATED SILL SHAPED LEDGERS WITH 3/4°X12" �
r 48'° OIG TYPICAL`
WITH 3/4" X 12" ANCHOR BOLTS @ 32" O/C AN HOIz BOTS @ {
Ll g.. "X1 c -PLIT FACE GONG. BLOCK \�
WITH #5 STEEL REBAR @ 24 O/C
/ t `'
VERTICAL, $ 2-#5 STEEL REBAR C'? 4.3,.
#3 STEEL REBAR _ 8' O/C
I--�
1HEIGHT)'// [ GORIL�JN IAL �VITi--'ALL ::ELLS
L�
RORIZONTA.L (Hr-UL`
FILLED WITH S01-0 GROUT.
PROVIDE 2-#5 STEEL REBAR _
HORIZONTAL CONTINUOUS @ ALL TOP 4°'X10" SELECT
_' .. GOURSEr , UNLESS OTHERWISE `;TRUGT''JRAL HIP BEAM
j NOTED. (ALL INTERIOR GONG. 'BLOCK
WILL BE 8"X8'Xl6" PRECISION)
li 4-#5 STEEL REBAR
VERTICAL. (FULL HEIGHT') �~
A-11
STANDING SEAM METAL ROOF OVER 3/8" G.D.X.
i PLYWOOD SHEATHING OVER 2"X8" T. G. DECKING 4"X'O" t IIP BF_.AM
�- ~'\.� OVER 4"X10` WOOD BEAMS
a)48- O!G (TYPIGAL)
3-X S! -CAPED BLOCKING \
SECURE 4"X8" SILL WITH 3/4"X12"ANCHOR BOLTS BOLTS @ 32 O/C (TYPI71
CAL
r 3/8"X5" LAG BOLT WITH WASHER
-77 FOR RAFTER TAIL. SUPPORT @ SECURE 4„ ,° SILL WITI H 3/4`,'x:12"
END RANTERS ONLY (TYPICAL) ANCHOR. BOLTS @ 32" O!G
2-#5 STEEL REBAR
CONTINUOUS HORIZONTALIL
u WITH L 5"X5" X1,/4 - 4 A" LON48 G BO , ; I S, E5 J, I , ri
3!4"M.B.THRU BEAM, WITH 3!4" ANCHOR BOLT
M
THRU 2" LONG SCOTT ED H LE (TYPICAL)
'i
r { ,
j L.
{
8"X6"Xl6" SPLIT FACE GONG. BLOCK, WITH #5 STEEL REBAR'
@`24 O/G VER.TIC/ i__. #5 STEEL REBAR @ 48" O/C 1
HORIZONTAL CONTINUOUS, WITH ALL CELLS FILLED WITH (30
SOLID GROUT. PROVIDE 2-#5 STEEL REBAR HORIZONTAL
i CONTINUOUS @ RLL TOP COURSES, UNLESS, OTHERWISE NOTED. r
I'I"
"
ALL INTERIOR GONG. BLOCK WILL BE 8X8Xlro'" Q
PRECISION.) lG
I {
t
r �
I .
q� 4i
0 �
I
I
I
T�
„ ,
11
_1 SGA4�E /2
A -11r
I
d
! 3!8"X 5,
-LAG BOLT \)V ITH VASNER
FOR RAFTER IL SL IPPORT @ ,
STANDINGS ~AII METAL ROOF
(MORW )
OVER !£
STANDING SFAM METAL ROOF OVER 3/8,STANDING SEAM METAL ROOF OVER 3/8
END RAFTER ONL-(TYPICAL)
.. .. G_D.X. PLYWOOD SHE:ATi-iINC-a OVER 2X8 T. $7G.
PLYWOOD SHEATHING OVER 2X8 T. � Com.
G.D.X. PLYWOOD SHEATHING OVER 2X8 T. � G:
`\. TWO ROWS
DECKING OVER 4- C10 WOOD BEAMS @ 48 O/C DECKING OVER 6X10 WOOD BEAMS @ 48 O/G
BOUNDRY NAILING_
QEGk.1NG OVER 4 :X10 WOOD B...AMS @ -1-8 O/G OF BOUNDRY NAILING .�
8d NAILS @ G. G, 12 1Gd NAILS @ 4" O/C STAGGERED
" M"'iC NAILS 4" O/C (TYPICAL) TWO ROWS OF BOUNDRY NAILINry
4"X10" HIP BEAM
d
d @ (TY IG .) lGd NAILS 0714 " OIC STAGGERED
O
L 5X5 X1/4 - LONG @ 48" OIC @ BOTH. I
SIDE '
S OF BEAM TH V
2 MACHINE BOLT ._
THRU {)
H 11 SEAM, WITH 3/ O ANCHOR B �.
OL . i
T NRU i
2LONG SLOTTED �
(
TY s
GA
L
I
IiI
- ! r
. .4"
X10 WOOD
TWO SHAPED 4.X BLOCKING WITH 6~Ar0 48" o/
G
�WSECURE
4 4Xl
X2 GA"
PI�.RC
~HSSURE TREATED {
L
1/2 WOO� SPAGER BETWEEN `
INSTALL 2X2 X-�-llfo SQUARESTE)<L PLATE WASHER I
SECURE
--
.., U E 4X8 PRIES -...- ... URTREATED SILL
SlMP�_..-ON
A35F Cs�
f 1 A ,A ��-
l4 1R SPACE
SIMP ,
" - SON A3 aF @ , 32 O!G
, ( 3!4 X 12 A
NGHOR BOLTS @ �/
AL
„ WITH
24 O!G TYPIC
I ( ., __._ � 2 3�4 THRU BOLTS
24 O/C PIGAL 24 O/C � 1
.,,, ,
X3 I&
C,;= 1 7t2F d XLt DS?�GGI IC>G TC�GO'T'G r'r=u r /
_� �-.._ ...- .........-.ry ,.�,... i ,-.:M-r' , t—v .✓ILL , s3 - - 51'>~` L WASH -R > .. _ REBAR i ORIZOf*7TAL
WIT 3/4"X12" ANCHOR BOLT "
E
S @ 32 OIG I -
I 2
#5 STEEL REBAR
� GOUNTINUO S (TYPICAL)
I
HORIZONTAL CONTINUOUS
2-95 STEEL REBAR J
HORIZONTAL CONTINUOUSI
' � \ � 8..X8..X10'° SPLIT FACE GONG. BLOCK
I / � ., .. ,. _ WITH #5 STEEL RF -BAR @ 24"O/C •
1
8.X8 X10 SPLIT FACE .GONG. BLOCK �
I r .. @ 48
WITH #5 STEEL REBAR @ 24 0!G
VERTICAL. � 2 45 STEEL REBAR
I LLS
O!C HORIZONTAL WITH ALL
VERTICAL . 2-#5 STEEL REBAR C)
i I SOLID GROUT.
tY
FILLED WITH
O!G HORIZONTAL WITH ALL GBLLS 0 �- � .._1�AR
PROVIDE 2 #5 STI�cL r.-,
SGAL
FILLED WITH SOLID GROUT.
Imo,
O U � HORIZONTAL CONTINUOUS @ALL TOP: _,..
,. .. H >� 11
-� LIT FAGS GONG. BLOCK PROVIDE 2-#5 STEEL REBAR
8X8 7.1G SP
� '' ERWlSE
_ It : .� ,. ., fl. COURSES, UNLESS OTH c
O/G
-WITH #5 STEEL RE6AR C� 14 HORIZONTAL CONTINUOUS � ALL TOP
� R GONG. 1'3LOGK
f -t- _. NOTED. ALL INTERIOR-
t41 �
- E 4�i \ _
G� VERTICAL; �1 #5 STEEL REBAR Cs3� W O COURSES, UNLESS OTHERWISE I - WILL 13>✓ 8..X8"X1G"' PRECISION)
z
I WITH ALL CELLS Ot O NOTED. (ALL INTERIOR D .
O/C HORIZONTAL W
� . (G NG. BLOCK
FILLED WITH SOLID GROUT: WILL BE B.,XB..Xiro PREGISIONj
-t - EBAR F'rZOV1DE 2 #5 STEEL R
HORil-'f iNAL CONTINUOUS @ALL TOP
- RW13E
COURSES, UNLESS :OTHi; 2X8, T. .. . DECKING WIL,I N�77,.
,- NOTED. ALL INTERIOR GONG. BLOCK
i ( SPLICE OVER ANY GONG. BLOCK WALL
WILL BE 8 XB XlC PRECISION) _
I
I
GALE 1-il - 1 Q
„ _ �. C...�T � � � SGA.L_Er 1-1/�„ �_ 1' -O CT
�✓T 1 GP�L� 1-112 - 1 -O"
A-11
NOTE:
- ALL RAFTERS AND LEDGERS
NOTE.
I 8d BOUNDRY NAILS WILL BE DOUGLAS FIR #1
i
WILL
BE "SNOB tS"
OF .
- SCALE:
DATE ENGR. CITY DATE
NA CALIFORNIA
REV. REVISION :DESCRIPTION _. ... Prepared Under The. Supervision Of': j NOTED
• CIVIL/STRUCTURAL ENGINEERS ,
.,.:. 4649 Brocicton Avenue DATE:
a
D MUNICIPAL CONSULTANTS l_J
o � _ ��AN .
� a _ �T�.CTIJ �'.�. �' 04-23-2702
�IOI ���1 AR H
� SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT � � . _
I •SURVEYORS GPS GEOMATICS Rwerslde;CA 92506 S O
e Tz
eve PLANNERS
� ;.v�- , a, APPROVAL
..._ . _ i R OF tHE DATE OF � DRA Y.
o COMMENCE WITHIN TWO YEAR
� -(909) 369-0700 � � . .. , , . _
.!
• _
t rn8t Ca 92544 (909) 652 4454
151 South Girard Street HePARK
OWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,. �, JACK-BULIK
_ r. A-1. I
FAX (909) 766-8942 • E-MAIL cozad6Ac.net .
NS TO �` � . [JESIGN� f BY:
Fax(9o9)369-4039 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLA
STAN LEY E. STEELS
DIAL TWO WORKING ,% - PHASE
BEFORE .... DAYS BEFORE :�. � BRING THEM INTO CONFORMANCE WITH CONDITIONS AND ``�',
NINE �► APPRO BY: DF�AIMNO NO.:
BUILDING CONSULTANT, L.L.G. �� e -matt• wmworks(s0pe.net � . ', ;. ; - # . / CHECKED BY: � '�2
YOU DIG :... 1. �►l Date !/�i �Z
� YOU DIG STANDARDS IN EFFECT.
p
3171-
-227-2600
_______
2345 EAST HIGH MOUNTAIN DRIVE �ft ,/Iwww, e.neE/comworks„;;. q
TOLL FREE 1 800 (1 D30
U'M E J - DATE.
CWDG JAB N R R:C.E. 51152
SANDY UTAH 84002 _ C{T ENGINEER
rr tt /! A AA SERVICE BY UNDERGROUND SERVICE ALERT
8014951112 FAX...,8014951114
ieSIGM V���r A PUBLIC