HomeMy WebLinkAboutBRES2022-1086 Truss Calcs(9108IXZ Fs) .909 ti£
RA STRUCTURAL ENGINEERING,INC
104ZEVIEWED o REVISE AND RESUBMIT
❑ REJECTED ❑ FURNISH AS CORRECTED
Corrections or comments made on the shop drawings
during this review do not relieve contractor from
compliance with the requirements of the drawings and
specifications. This check is only for review of general
conformance with the design concept of the project and
general compliance with the information given in the
contract documents. The contractor is responsible for
confirming and correlating all quantities and dimensions;
selecting fabrication processes and techniques of
construction; coordinating his work with that of all other
trades; and performing his work in a safe satisfactory /
manner.
By: R.A.
Date: 08/15/23
*NOTE: ONLY STRUCTURAL ELEMENTS HAVE BEEN REVIEWED
DIMENSIONS & ELEVATIONS TO BE VERIFIED BY ARCHITECT
O
2
�
O0
II'-4-3/4 PLT (24" HEEL)
10-9-3/4" B.O.B. (5-1/2X18 GLB)
CONVENTIONAL FRAME
BY OTHERS
LT
10'-9-3/4" B.O.B. (5-I/2X18 GLB)
10-0-3/4" B.O.B. (6XI0 BM)
10'0-3/4" PLT
A/C CH
(5-1/2X18
W9 ZIX9)'50'H .b/£-0-AI
(9"I0 Z/I-9IXZ
19'-0-3/4" PLT
1
CONVENTIONAL F
BY OTHERS
E
10'2-1/4" B.O.B. (I8X6 HSS)
19'-0-3/4" PLT
10'-0 3/4" B.O.B. (SI/2X16H/
GLB)
10'-93/4" B.O.B. (5-1/2X18 GLB)
20' 9"
10-9-3/4" B.O.B. (S-1/2X18 GLB)
FROM SLAB = 0'-0"
RAKE WALL
260 PLF
SLOPED CEILING
SLOPED CEILING
0
CONVENI IONAL FRAME
BY OTHERS
12'0-3/4" PLT
-7/1
1-GB
I-DT
K•44 0-3/4" PLT
200 PLF
13' 10"
2a 7-1/16'
9,15/16"
200 PLF
9'-0-3/4" PLT
1-GBD
10,0-3/4" PLT
10'-0-3/4" SOT
21' 41/16"
9'-0-3/4" B.O.T.
Li
31'6-1/ 8"
7-1/2" BM
PKT
10'-0-3/4" BO.B. (6X8 BM)
200 PI I
I7:- -3 4' B ()T.
12-0-3 4` B( )
0-(?
fa m
10'-0-3/4" B.O.T.
H2
H2
H2
187-12
20C PLF
HIA-DT
F
•
O.•
O
(100 0-.OS
4
4
0
rn
10-0-3/4" B.O.B. (5-I/2XI2 GLB)
19'-0-3'4" PLT
38' 8-7/8
12'-6-3/4" B.O.B. (5- /2X12 GLB)
10'-0-3/4" B.O.B
(5-1/2X12 GLB)
.6I 01 W9 3A09tl liVAS ANOd
12 0-3 -I B()_I
10'0-3/4" B.O.T.
HI
18'7-1/2"
18'5-3/4
10'-0-3/4" B.O.T.
200 PLF
.L'ld .t/£-0-.0I
200 PLF 9'-3/4" PLT
9'-0-3/4" PLT 0'-10" HEEL)
/IC-GBDT
1 I
0
A/C CHI E
A/C CI.ASE
(H9D ZIXZ/I-S) 909
10'03/4" PLT (1'-6" HEEL)
6
9'-0-3/4" B.0 (6XI' B
6,O•
O
m p
A A/C CHE
.
444" BOB
1 '-0-3 4" P T
9'-9-3/4 PLT
I 1'5"
-�-r
13
9
A/C CHA
- 0
2'0"
2'0'
2'0"
2'0"
AC
CHASE
y
11' 10-1/2"
IMRE
9'0-3/4" PLT (2' 6" HEEL)
13' 8-1 /2"
n
10'' 5 3/4" PLT (8" F
EEL)
LOW ROOF -TRUSS LAYOUT
13' 9-3/4" PLT (12" HEEL)
2' 0"
3/4" B.O.I.
10'-53/4" PLT (8" HEEL)
I®
7/8" HEEL)
2'0"
10'-5-3/4" PLT (8" HEEL)
m2
00
oa
60 PLF
10'03/4' B.O.0(005
TRUSS (I'-4" HLEU
9'-0-3/4" PLT 360 PLP
F3A-DT
'-0- 4" P T
30' 9-1/4"
6'4-7/16"
9'- 3-3/ " B.0.1
(5-1/2X15
9'-0-3/4" PLT (2'-1-1/4" HEEL)
DESIGN CRITERIA
2019 CBC
WIND SPEED: 110 MPH
DESIGN LOADS
ROOF LOAD - SLOPED
TC LL= 20 PSF
TC DL= 25 PSF
BC LL= 0 PSF
BC DL= 7 PSF
ROOF LOAD - FLAT
TC LL= 20 PSF
TC DL= 9 PSF
BC LI, 0 PSF
BC DL= 7 PSF
FLOOR LOAD
TC LL= 40 PSF
TC DL= 11 PSF
BC LL= 0 PSF
BC DL= 7 PSF
DECK LOAD
TC LL= 60 PSF
TC DL= 29 PSF
BC LL= 0 PSF
BC DL= 13 PSF
ADD TC DL= 4 PSF FOR SOLAR
ADD BC DL= 5 PSF FOR STUCCO CEILING
BRES2022-1086
CITY OF LA QUINTA
BUILDING DIVISION
REVIEWED FOR
CODE COM PUANCE
BY: J.ANAYA DATE 10/05/2023
32' 1"
20' 2-1/4"
9'-0-3/4" PLT
200 PLF
1
7 6"
G4-GBDT
G4A
G4B
G4-GT
9'-0-3/4" B.O.B. {W12X40 (12HX8W+2-I/2NLR TOP*TH NLR)}
9'-0-3/4" PLT
LIGHTING INDEX
1I1II FUI IUAAINC, ((FI ORI-D CIRCLES REPRESENT 10" RECESSED LIGHT CANS.
PLEASE REVIEW EACH COLOR INDICATION WITH ITS CORRELATION WITHIN
THE TRUSS LAYOUT; EITHER APPROVED OR REJECT. IF REJECT PLEASE MARKUP
THIS LAYOUT AND THE EXACT LOCATION BY DIMENSIONING THE
WHEREABOUTS OF THE NEW DESIRED LOCATION.
THE RED CIRCLE INDICATES A TRUSS OR BEAM IMPEDING THE RECESSED LIGHT
LOCATION. PLEASE ADVISE
THE GREEN CIRCLE INDICATES A REASONABLE WORKABLE LIGHT LOCATION.
PLEASE REVIEW AND APPROVED.
THE BLUE CIRCLE INDICATES THAT THE BOTTOM CHORD OF THE TRUSS HAS
BEEN DESIGNED AND ENGINEERED TO RECEIVE THE RECESSED LIGHT. PLEASE
REVIEW AND APPROVED.
THE GREY CIRCLE INDICATES A RECESSED LIGHTS WITHIN A DROPPED CEILING.
THI-.1 I I:\VE BEEN SHOW HERE IN ORDER TO BETTER HELP THE FRAMER LOCATE
I.ICI II \REAS TO CONSIDER FRAMING FOR WITH THE DROPPED CEILINGS.
MECHANICAL INDEX
THE FOLLOWING COLORED RECTANGLE REPRESENT 10" RECESSED MECHANICAL
GRILL PLEASE REVIEW EACH COLOR INDICATION WITH ITS CORRELATION WITHIN
THE TRUSS LAYOUT; EITHER APPROVED OR REJECT. IF REJECT PLEASE MARKUP THIS
LAYOUT AND THE EXACT LOCATION BY DIMENSIONING THE WHEREABOUTS OF
THE NEW DESIRED LOCATION.
THE RED RECTANGLE REPRESENTS THE RETURN OR SUPPLY GRILL IS BEING IMPEDED
BY BEAM OR A NON -MOVABLE TRUSS. PLEASE REVIEW THE TRUSS PROFILE/ENGINEERING
IN ORDER TO VERIFY THE NEW LOCATION OF THE GRILL AND INCOMING RETURN
OR SUPPLY DUCTING.
THE GREEN RECTANGLE REPRESENTS A REASONABLE, WORKABLE MECHANICAL GRILL
LOCATION. HOWEVER, PLEASE REVIEW THE TRUSS PROFILE/ENGINEERING IN ORDER
TO VERIFY THE PROPER LOCATION OF THE GRILL AND THE RECEPTION OF THE
INCOMING RETURN OR SUPPLY DUCTING.
THE BLUE RI C'I:\NGI 1' RI'PRIiSI NTS THAT THE BOTTOM CHORD OF THE TRUSS HAS
BEEN DESIGN 1 / 1 RI (1 I\ 1 11 II RI ['URN OR SUPPLY GRILL HOWEVER, PLEASE REVIEW
THE TRUSS PROI ILL ENGINEERING IN ORDER TO VERIFY THE PROPER LOCATION OF
THF_GRLU_AND THERFCFP_TIS)N. OE THEINCOMINGREEURN. OR.SUPPI_Y J3UCLING_.
THE GREY RECTANGLE REPRESENTS RETURN OR SUPPLY GRILL IS BELOW THE BOTTOM
CHORD OF TRUSSES. THEY HAVE BEEN SHOWN HERE IN ORDER TO BETTER HELP THE
FRAMER LOCATED LIGHT AREAS TO CONSIDER FRAMING FOR WITH THE DROPPER CEILING',.
ABBR. INDEX
O.B.
). 2X LEDGER
R< ).T.
IL O.R.
PLT
T.O.B.
I O.P.
1 OS
BAI
I IIG/
I
I1K'G.
1I AV.
E
Fl_
VIG.
(,1
MLR
N.
C
PI B.
PI WD.
RI (ID
\ .1.1
(l G
I'SL
GT
GB
DT
LF.
\I.U.
LEGEND
•
X
(BOTTOM OF BEAM)
(BOTTOM OF LEDGER, OVER WALUSHEAR/BEAM)
(BOTTOM OF TRUSS)
(ENGINEER OF RECORD)
(BEARING PLATE HEIGHT)
(TOP OF BEAM)
(TOP OF RIDGE)
(TOP OF SHEATHING)
(BEAM)
(HEADER)
(POCKET)
(ABOVE)
(BLOCKING)
(BELOW)
(EXISTING)
(FLUSH)
(FRAMING)
(GLUE -LAMINATED BEAM)
(KING POST)
(MICRO=LAM BEAM)
(NEW)
(ON CENTER)
(PARALLAM BEAM)
(PLYWOOD)
(REQUIRED)
(VERIFY IN FIELD)
(CEILING)
(PARALLEL -STRAND LUMBER)
(GIRDERTRUSS)
(GABLE TRUSS)
(DRAG TRUSS)
(FINISH FLOOR)
(BLOCK/CONCRETE WALL)
BEARING WALL
NON -BEARING
BEAM
STEEL BEAM
EXISTING WALL
CM.U. WALL
STEEL POST
ATTIC ACCES
A/C CHASE
A/C UNIT
SIMPSON HARDWARE SCHEDULE:
A, Al, A2 (MUS26)
C, Cl, C2, CA-DT (LUS26)
C-DT, CB-DT (LUC210Z)
D, DA (HTU26)
E (MUS26)
F, F-DT, F1, F6 (HTU26)
F3, F3A, F3A-DT, F5 (HTU210)
GA, GA-DT, G1-DT, G1 (MUS26)
G3, G3A, G4A, G4B (HUS26)
G4-GT (HGUS26-2)
H, H1, H2 (HUS26)
I (HTU210)
IA, IA-DT, IB (MUS26)
I-GT, IA-GT, IB-GT (HTU210-2)
N1, N1-DT, N1A (LUS26)
FRAMER TO CONFIRM ALL SPANS AS FOLLOWS:
Framer shall be given two truss layouts; the Framer shall keep one for his/her use, and one shall be brought back to Omega for revisions, and,
or confirmations. Framer shall place a circle around each span on this truss layout; if the span is good, please place your initial next to the
encircled span dimension. If the span needs to change, please circle the noted span, place an X through the encircled span, write down the
requested dimension, and then initial the requested dimension. Note: if a dimension needs to be changed; all dimensions affected by this
dimensional change shall be revised, following the same encircled and initialed procedure as detailed above. Note: fabrication and delivery
dates are directly driven by Omega receiving the confirmation layout from the Framer.
a
P: 760-986-7177 WWW.OMEGAEPEI.COM
GUEST HOUSE -TRUSS LAYOUT
RA STRUCTURAL ENGINEERING,INC
NeREVIEWED o REVISE AND RESUBMIT
o REJECTED ❑ FURNISH AS CORRECTED
Corrections or comments made on the shop drawings
during this review do not relieve contractor from
compliance with the requirements of the drawings and
specifications. This check is only for review of general
conformance with the design concept of the project and
general compliance with the information given in the
contract documents. The contractor is responsible for
confirming and correlating all quantities and dimensions;
selecting fabrication processes and techniques of
construction; coordinating his work with that of all other
trades; and performing his work in a safe satisfactory /
manner.
By: R.A.
Date: 08/15/23
*NOTE: ONLY STRUCTURAL ELEMENTS HAVE BEEN REVIEWED
DIMENSIONS & ELEVATIONS TO BE VERIFIED BY ARCHITECT
10'-0-3/4" PLT
(3'1-1/4" HEEL)
l0'-0-3/4" PLT (3'-0" HEEL)
CONVENTIONAL FRAME
BY OTHERS
J
10'-0-3/4" PLT (1'-7-3/4" HEEL)
ao' o"
•
10'0-3/4" PLT
(3'-1-1/4" HEEL)
10'-0-3/4" PLT (3'0" HEEL)
CONVENTIONAL FRAME
BY OTHERS
10'0-3/4 PLT
0
9'-0-3/4" PLT
FROOM OFFICF 2ND FLOOR
38' 8-7/8
19'-03/4" PLT (1'-8" HEEL)
FROM IST FLOOR LEVEL
8
200 PLF
9'0-3/4"
IOM OFFICE 2ND FLOOR
9'fr ^•: LT
FROOM OFF' 2ND FLOOR
�. 1
1
2' 0..
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1.10" '
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2. 0. '
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CHASE
19' 1_.v2"
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3' 11-1/2"
2' 6"
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m
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I-
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0
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CHASE
11' 4-1/2"
9'0-3/4' PLT FROM OFFICE 21,11
743/4' PLT FROM BATH 2NL
N-GBDT ,
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10'03.+'
2 E
DFFLOOR
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B.O.
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2'0••
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9'
FROOM
0-3/4,
PLT
OFFICE
(1'-8
2ND
HEEL)
FLOOR
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9'0-3/4" PLT (12• HEEL) FROM OFFICE 2ND FLOOR
703/4' PLT (12" HEEL) FROM BATH 2ND FLOOR
A/C CHASI
CHASE
•
38' 8.
-0"T() 1/
/8"
D( .1 Ili()\
IST FLOG
Fib
LEVEL
2
o"
C'(31:\SI
A/C CHASE
0
19 0-3/4" PLT (I'-8" HEEL
FROM IST FLOOR LEVEL
9'-0-3/4" PLT
2ND. FLOOR AND HIGH ROOF -TRUSS LAYOUT
-j
—
r
1'
/ 1' 8"
0
m
11'10
9'6-3/4" PLT (1'-7-1/4" HEEL)
FROM SLAB = -1'0"
N
II'-1-3/4" PLT
FROi SLAB = -I'
2' 0"
1' 10"
.
DtIPII3J G3dOIS
1' 5-1/
I
I
A/C CHASE
A/C
HASE
A/C CFIASE
I°
II
Y
J
A 1
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I
I
O
z
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16'-7" PLT
FRO1I SLAB =-I
•
1
4"
H
Co
A
—
aH
0
z
n
15' 11"
y.0
16'-7" PCI
FROM SLAB =
J_-0.8 uio/£-E-ZI
0
7
03
O
0
N
12-3-3/4" PLT (4'4-5/8" HEEL)
FROM SLAB = -1'-0"
PARTIAL LOW ROOF -TRUSS LAYOUT
9'-0-3/4' PLT (2'-0" HEEL)
10' 43/4"
200 PLF
A
,.,
L'
ei
9'
h
iV
13/4
6X6
a
B.
BM)
...,'
9'-0-3/4" PLT
I
II
I II
u
I
..
rs
20'
12'-
•
20'
1/4" T.O. RlE
'-4" T.O. RIGS
GE FROM
FROM 1?T
m"
2,1D FLOOR
FLOOR LI
FAIL
EL
r0•
..
ra•
ra•
...
y
1'3•
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2.0•
•*
2' 0.
2.0.
EMI-GBDT
za•
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oti
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0.
0
0
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i
71
7
0"
0"
0.
0.
0.
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..aU
O
9'03/4 PLT (5-1/2" HEEL)
30'9-1/4"
9P0-3/4 PLT
30
DESIGN CRITERIA
2019 CBC
WIND SPEED: 110 MPH
DESIGN LOADS
ROOF LOAD - SLOPED
TC LL= 20 PSF
TC DL= 25 PSF
BC LL= 0 PSF
BC DL= 7 PSF
ROOF LOAD - FLAT
TC LL= 20 PSF
TC DL= 9 PSF
BC LL= 0 PSF
BC DL= 7 PSF
FLOOR LOAD
TC LL= 40 PSF
TC DL= 11 PSF
BC LL= 0 PSF
BC DL= 7 PSF
DECK LOAD
TC LL= 60 PSF
TC DL= 29 PSF
BC LL= 0 PSF
BC DL= 13 PSF
ADD TC DL= 4 PSF FOR SOLAR
ADD BC DL= 5 PSF FOR STUCCO CEILING
LIGHTING INDEX
THE FOLLOWING COLORED CIRCLES REPRESENT 10" RECESSED LIGHT CANS.
PLEASE REVIEW EACH COLOR INDICATION WITH ITS CORRELATION WITHIN
THE TRUSS LAYOUT; EITHER APPROVED OR REJECT. IF REJECT PLEASE MARKUP
THIS LAYOUT AND THE EXACT LOCATION BY DIMENSIONING THE
WHEREABOUTS OF THE NEW DESIRED LOCATION.
THE RED CIRCLE INDICATES A TRUSS OR BEAM IMPEDING THE RECESSED LIGHT
LOCATION. PLEASE ADVISE
THE GREEN CIRCLE INDICATES A REASONABLE WORKABLE LIGHT LOCATION.
PLEASE REVIEW AND APPROVED.
THE BLUE CIRCLE INDICATES THAT THE BOTTOM CHORD OF THE TRUSS HAS
BEEN DESIGNED AND ENGINEERED TO RECEIVE THE RECESSED LIGHT. PLEASE
REVIEW AND APPROVED.
THE GREY CIRCLE INDICATES A RECESSED LIGHTS WITHIN A DROPPED CEILING.
THEY HAVE BEEN SHOW HERE IN ORDER TO BETTER HELP THE FRAMER LOCATE
LIGHT AREAS TO CONSIDER FRAMING FOR WITH THE DROPPED CEILINGS.
MECHANICAL INDEX
THE FOLLOWING COLORED RECTANGLE REPRESENT 10" RECESSED MECHANICAL
GRILL PLEASE REVIEW EACH COLOR INDICATION WITH ITS CORRELATION WITHIN
THE TRUSS LAYOUT; EITHER APPROVED OR REJECT. IF REJECT PLEASE MARKUP THIS
LAYOUT AND THE EXACT LOCATION BY DIMENSIONING THE WHEREABOUTS OF
THE NEW DESIRED LOCATION.
THE RED RECTANGLE REPRESENTS THE RETURN OR SUPPLY GRILL IS BEING IMPEDED
BY BEAM OR A NON -MOVABLE TRUSS. PLEASE REVIEW THE TRUSS PROFILE/ENGINEERIN(�
IN ORDER TO VERIFY THE NEW LOCATION OF THE GRILL AND INCOMING RETURN
OR SUPPLY DUCTING.
THE GREEN RECTANGLE REPRESENTS A REASONABLE, WORKABLE MECHANICAL GRILL
LOCATION. HOWEVER, PLEASE REVIEW THE TRUSS PROFILE/ENGINEERING IN ORDER
TO VERIFY THE PROPER LOCATION OF THE GRILL AND THE RECEPTION OF THE
INCOMING RETURN OR SUPPLY DUCTING.
THE BLUE RIIC'F:\NGLI' RI'PRIISI NTS THAT THE BOTTOM CHORD OF THE TRUSS HAS
BEEN DESI( i\ 1 0 121 (1 I\ I: 1'1 11. 121= [URN OR SUPPLY GRILL HOWEVER, PLEASE REVIEW
THE TRUSS 1'120I ILL L\GINLERI\G IN ORDER TO VERIFY THE PROPER LOCATION OF
THF_CALU_)\ND THERFCFP_TIE)N. OE THE-INCOMINGREEURN. OR .SUPPLY J0DCLING__.
THE GREY RECTANGLE REPRESENTS RETURN OR SUPPLY GRILL IS BELOW THE BOTTOM
CHORD OF TRUSSES. THEY HAVE BEEN SHOWN HERE IN ORDER TO BETTER HELP THE
FRAMER LOCATED LIGHT AREAS TO CONSIDER FRAMING FOR WITH THE DROPPER CEILING',.
ABBR. INDEX
B.O.B. (BOTTOM OF BEAM)
B.O. 2X LEDGER (BOTTOM OF LEDGER, OVER WALUSHEAR/BEAM)
B.O.T. (BOTTOM OF TRUSS)
EO.R. (ENGINEER OF RECORD)
PLT (BEARING PLATE HEIGHT)
T.O.B. (TOP OF BEAM)
T.O.P. (FOP OF RIDGE)
T.O.S. (TOP OF SHEATHING)
BM (BEAM)
HDR (HEADER)
PKT (POCKET)
ABV. (ABOVE)
BK'G. (BLOCKING)
BLW. (BELOW)
E (EXISTING)
FL (FLUSH)
FMG. (FRAMING)
GLB. (GLUE -LAMINATED BEAM)
K.P. (KING POST)
MLB. (MICRO=LAM BEAM)
N. (NEW)
0/C (ON CENTER)
PLB. (PARALLAM BEAM)
PLWD. (PLYWOOD)
REQ'D (REQUIRED)
V.I.F. (VERIFY IN FIELD)
CL'G (CEILING)
PSL (PARALLEL -STRAND LUMBER)
GT (GIRDERTRUSS)
GB (GABLE TRUSS)
DT (DRAG TRUSS)
F.F. (FINISH FLOOR)
C.M.U. (BLOCK/CONCRETE WALL)
LEGEND
■
BEARING WALL
NON -BEARING
BEAM
STEEL BEAM
EXISTING WALL
CM.U. WALL
STEEL POST
ATTIC ACCES
A/C CHASE
A/C UNIT
SIMPSON HARDWARE SCHEDULE:
A, A1, A2 (MUS26)
C, C1, C2, CA-DT (LUS26)
C-DT, CB-DT (LUC210Z)
D, DA (HTU26)
E (MUS26)
F, F-DT, F1, F6 (HTU26)
F3, F3A, F3A-DT, F5 (HTU210)
GA, GA-DT, G1-DT, G1 (MUS26)
G3, G3A, G4A, G4B (HUS26)
G4-GT (HGUS26-2)
H, H1, H2 (HUS26)
I (HTU210)
IA, IA-DT, IB (MUS26)
I-GT, IA-GT, IB-GT (HTU210-2)
N1, N1-DT, N1A (LUS26)
FRAMER TO CONFIRM ALL SPANS AS FOLLOWS:
Framer shall be given two truss layouts; the Framer shall keep one for his/her use, and one shall be brought back to Omega for revisions, and,
or confirmations. Framer shall place a circle around each span on this truss layout; if the span is good, please place your initial next to the
encircled span dimension. If the span needs to change, please circle the noted span, place an X through the encircled span, write down the
requested dimension, and then initial the requested dimension. Note: if a dimension needs to be changed; all dimensions affected by this
dimensional change shall be revised, following the same encircled and initialed procedure as detailed above. Note: fabrication and delivery
dates are directly driven by Omega receiving the confirmation layout from the Framer.
0.
P: 760-986-7177
45