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DESIGN WIND
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14 l0 d 12 TOTAL
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ONE A. 51DE O F 8 AL
a
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OR OUTSIDE AG OF
'APPLMT ANCHOR TOP INSIDE
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REQUIREMENTS OF THE
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D
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5HEATHINS
VERTICAL
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FIELD
REQUIRED
5PAGIN6
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SPAGIN6
iAb'
STRUCTURAL
VOL.
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be O.G.
SHEATHIN6
FIRE SEPARATION WALL)
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"INTERLHAN6E' 2-1/2'x..044'
DIAMETER POIAM OWEN
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I ATTIC
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0
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UNDER51Df: OF TOf' CORD
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EXTERIOR -WALL i CABLE END 5HEATHIN6
5HEATHINS
VERTICAL
HORIZONTAL
FIELD
REQUIRED
5PAGIN6
5PAGIN5
SPAGIN6
iAb'
STRUCTURAL
VOL.
3" OL.
be O.G.
SHEATHIN6
"INTERLHAN6E' 2-1/2'x..044'
DIAMETER POIAM OWEN
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1 ♦ X 1.
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LINTEL PROPERTIES
SAFE GRAVITY LOADS (PLF)
SAFE UPLIFT LOADS (PLF)
MARK
TOTAL8U8
LINTEL
LENGTH
D
'L _'
FILLED
8F8 IB *
'L _ A'
FILLED
8F8 -181T "
'L _ B"
8F8 -IB "
'L ... A'
FILLED0.
8F8LIIT "
'L .r. B'
L -I
2'10*'
2231
3069
3069
1972
1972
L-2
3'6"
2231
3069
3069
1569
1569
L-3
4'0"
1783
2693
2693
1363
1363
L-4
4'6"
- 1343
2165
2165
1207
1207
L-5
5'4"
1006
1651
1651
1016
1016
L-6
5'10"
860
1423
1423
909
909
L-7
6'6"
710
1232
1232
735
735
L-8
7'6"
570
991
991
560
560
L-9
8'4"
488
752
752
591
591
L-10
9'4"
416
726
726
499
499
L-11
10'6"
354
618
618
380
380
L-12
11'4"
315
567
567
317
317
L-13
12'6"
NA
NA
471
251
251
L-14
13'4"
NA
NA
458
214
214
L-15
14'0"
NA
NA
430
190
190
L-16 P.S.
14'8"
NA
NA
430
230
230
L-17 P.S.
15'4"
NA
NA
389
210
210
L-18 P.S.
17'4"
NA
NA
296
164
164
L-19 P.S.
19'4"
NA
NA
230
130
130
L-20 P.S.
20'01'
NA
NA
180
107
107
L-21 P.S.
21'4"
NA
NA
180
107
107
L-22 P.S.
24'0"
NA
NA
129
84
84
NOTE: (P.S.) REPRESENT PRECAST LINTELS PRESTRESSED
USING (2) 7/16" DIAMETER PRESTRESSING STRANDS.
NA
581
f I I I I1 ,,,,, I ! .I I I I I � I III III I PRECAST LINTEL (8''x16" COMPOSITE) II II II'
LINTEL PROPERTIES
SAFE GRAVITY LOADS (PLF)
SAFE UPLIFT LOADS
PLF
MARK NO.
TOTAL
LINTEL
LENGTH
FILLED
8F16-
'L _ C'
FILLED
8F16-IBIT"
'L _ D'
FILLED
8F16-2B2T
'L — E'
FILLED
8F16 -IT*
'L _ C'
8F16 -1B" 8F16-2BZT
'L _ D' 'L _ E'
L-1
210"
6113
6113
6113
`4460
4460
4460
L-2
3'6"
5163
6113
6113
3547
3547
3547
L-3
4'0"
3820
6113
6113
3079
3079
3079
L-4
4'6"
2931
6113
6113
2724
2724
2724
L-5
5'4"
1999
5365
5365
2290
2290
2290
L-6
510"
' 1631 '
4360
4360
2093
2093
2093
L-7
6'6"
3480
3480
3480
1880
1880
1880
L-8
7'6"
2632
2661
2661
1438
1438
1634
L-9
8'4"
1625 `
1843
1843
963
963
1326
L-10
9'4"
1625
1843
1843
963
963
1326
LII
10'6"
1247
1533
1533
777
777
1183
L-12
11'4"
1366
1366
1366
678
1 678
1028
L-13
12'6"
NA
1075
1075
521
521
770
L-14
13'4"
NA
1075
1075 `
521
521
770
L'-15
14'0"
NA
1002
1002
481
481
709
L-16 P.S.
14'8"
NA
1302
1302
452
452
655
L-17 P.S.
15'4"
NA
1185
1185
417
417
609
L-18 P.S.
17'4"
NA
912
912
324
324
500
L-19 P.S.
19'4"
NA
721
721
259 -
259
424
L-20 P.S.
20'0"
NA
581
581
212
212
369
L-21 P.S.
21'4"
NA
581
543
212
212
369'
L-22 P.S.
24'0"
NA
448
448
167
167
316
NOTE: (P.S.) REPRESENT PRECAST LINTELS PRESTRESSED
USING (2) 7/16" DIAMETER PRESTRESSING STRANDS,
L
LINTEL 8 -x20 COMPOSITE
o PRECAST NT ID �
I I: I I I I I I I I I I I I I I I I •-I I � �
INTEL PROPERTIES
SAFE GRAVITY LOADS (PLF)
SAFE UPLIFT LOADS PLF
MARK NO.
TOTAL
LINTEL
LENGTH
FILLED
BF20-IT*
'L_l'
FILLED
F20-I9IT*
'L_J'
FILLED
8F20 -282T 8F20 -1T*
I -K' 'L_I'
L
8F20-IBIT*
'L_J'
ILL
8F20-2B2T
'L_K'
L -I
210"
7547
7547
7547
5747
5747
5747
L-2
3'6"
6607
7547
7547
4569
4569
4569
L-3 '
4'0"
4890
1 7547
7547
3966
3966
3966
L-4
4'6"
3753
7019
7019
3508
3508
3508
L-5
5'4"
2560
4830
4830
2949
2949
2949
L-6
510"
2090
3942
3942
2694
2694
2694
L-7
6'6"
3031 -
5381
5381
2419
2419
2419
L-8
7'6"
2205
3898
3898
1871
1871
2102
L-9
8'4"
2564
1 2564
2564
1250
1250
1705
L-10
9'4"
2564
2564
2564
1250
1250
1705
L-11
10'6."
2093'
2093
2093
1007
1007
1526
L-12
11%"
1846
1846
1846
879
879
1422
L-13
12'6"
NA
1428
1428
673
673
1145
L-14
13'4"
NA -
1428
1428
673
673
- 1145
L-15 '
IWO"
NA
1326
1326
622
622
1050
L-16 P.S.
14'8"
NA
1893
- 1893
584
584
968
L-17 P.S.
15'4"
NA
1724
1724
536
536
897
L-18 P.S.
17'4"
NA
1326
1326
417
417
732
L-19 P.S.
19'4"
NA
1037
1037
334
334
616
L-20 P.S.
20'0"'
NA
1 845
845
273
273
531
L-21 P.S.
21'4"
NA
1 845
845
273
273
531
L-22 P.S.
24'0"
• NA
654
654
215
215
425
NOTE: (P.S.) REPRESENT PRECAST LINTELS PRESTRESSED
SING 2 7116 DIAMETER PRESTRESSING STRANDS.
U O
NOTE: - (P.S.) REPRESENT PRECAST LINTELS` PRESTRESSED
USING (2) 7116" DIAMETER PRESTRESSING STRANDS.
1� 1
tQ M1 5DPRECAS _EL 8x24
COMPOSITET
LIN T
SAFE GRAVITY LOADS (PLF)
SAFE UPLIFT LOADS (PLF)
MARK N0:
TOTAL
LINTEL
LENGTH
FILLED
8F24 -1T*
'L_L'
A0
E-+
FILLED
BF24IT*
'L_L'
FILLED
8F24IBIT*
1—K
w
L-1
0M
vi Z A
�
8974
8974 -
7034 '
i
7034
1^
3'6"
HL i I I L I I 1 1 1 1 1 I f w� . .
'LINTEL PROPERTIES
SAFE GRAVITY LOADS (PLF)
SAFE UPLIFT LOADS (PLF)
MARK N0:
TOTAL
LINTEL
LENGTH
FILLED
8F24 -1T*
'L_L'
FILLED
8F24-IBIT*
'L_M'
FILLED
8F24-2B2T
'L_N'
FILLED
BF24IT*
'L_L'
FILLED
8F24IBIT*
1—K
FILLED'
BF24-2B2T.
'L_N'
L-1
210"
8974
8974
8974 -
7034 '
7034
7034
L-2
3'6"
8054 1
8974
8974
5591
5591
5591
L-3
4'0"
5961 1
8974
8974
4853
4853
4853
L-4
4'6"
4576 1
8672
8672
4292
4292
4292
L-5
5'4"
3123
5947
5947
3607
3607
3.607
L-6
510"
2549
4889
4889
3295
3295
3295
L-7
6'6"
3707
8360
8360
2959
2959
2959
L-8
7'6"
2698
5681 '
5681
2314
2314
"2571
L-9
8'4"
3486
3486
3486
1539
1539
2084
L-10
9'4"
3486 1
3486
3486
1539
1539.
2084
L-11
10161'
2777
2781
2781
1239
1239
1865
L-12
11'4"
2423
2423
2423
1081
1081
1738 '
L-13 '
12'6"
NA
1838
1838
794
794
1444
L-14
13'4"
NA
1838
1838
794
794
1444
L-15
141011
NA
1697
1697
718
718
1319
L-16 P.S.:
14'8"
NA
2245
2245
653
653
1218
L-17 P.S.
15'4"
NA
2058
2058
596
1 596
1126
L-18 P.S.
17'4"
NA
1609
1609
464
464
914
L-19 P.S.)
19'4",
NA
1282
1282
371
371
735 "
L-20 P.S.
20'0"
NA ''
1064
1064
304
304
601
L-21 P.S.
21'4"
NA
1062 `
1062'
304
304
601
L-22 P.S.
24'0"
NA
825
1 825 :
239
239 1
473
NOTE: - (P.S.) REPRESENT PRECAST LINTELS` PRESTRESSED
USING (2) 7116" DIAMETER PRESTRESSING STRANDS.
J
8x32 COMPOSIT
E
'.•: PRECAST LINTEL )
l
e
GENERAL
L NOTES:
r
CO POSiE LINTEL L
SECTION
.) CODES
PRECAST
81 x141 1
PRECAST LINTELEL CAPACITY I#5REBARCONTINUOUSINUOUS TOP (UPPER) PRECAST 8 6PREC LINTEL CAPACITY
LI STANDARD BUILDING CODE 199AN FLORIDA BUILDING CODE (7
> . IN SIDE BOND BEAM (MIN.)
I:2 BUILDING CODE REQUIREMENTS FORREINFORCEDCONCRETE(AC316_99 . UNLESS OTHERWISE NOTED.
LINTEL PROPERTIES TIES SAFEG AVITY LOADS (PLF) SAFE UPLIFT LOADS (PLF) :.
LINTEL PROPERTIESRTIES SAFE GRAVITY (PLF) SAFE UPLIFTLOADS (PLF)
_
1.3 AMERICAN SOCIETY OF CIVILENGINEERS MINIMUM DESIGN LOADS FOR BUILDING AND 0T
HSR
„ • •.- (2> #5 REBAR CONTINUOUS TOP IN 2 RECESS TOTAL UNFILLED FILLED FILLED
TOTAL
FILLED FILL
E
D FILLED FILLED
STRUCTURES- ASCE 7 9B) D _ FILLED FILLEp 8F14 tT 8 I4_IBIT 8F14_IT 8F14_IBI
T G BLE END WALL BOND BEAM'(MIN.> $U6 8F6_ITr BF6-IBIT« 8F6_ITr 8F6_IBITr . MARK N0. LINTEL2.) CONCRETE: MARK NO. LINTEL
•
•.:•
,
D C ..
_D _D
A
D_
DB D _ DC D B
2;1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS. D _ D _ DAOD.—..DAA'. D ._ D D _ DA ..
N CONCRETE BLOCK 'KNOCK ouT LENGTHA LENGTH
2
• RECESS
_� u •a
2.1.1 PRE -CAST W/STANDARD REINFORCEMENT -4000 PSI COURSE (F M 1900 PSI) ...
.3-8" 1360 1544 1544 905 905 D-1 3 8 3280 5206 26 5 26
2 1.2 E -CAST W/FRES ESREINFORCEMENT-6000 PSID _ DB
R TRS.. .
2 635
' _ _ 635 '
4 0 280 206
905. 905 3 5
2.1.3 CONCRETE FILL (PLACE :IN FIEl.D�3000 PSI .., CELLS AND "U LINTEL FILLED W/CONCRETE D 2
4 0 113 306 306 D 2
.:.•? 2' RECESS
2'REINF REINFORCING BARS: P IN FI 3000 PSI
2 0 LACED FIELD )
( 2635 2635
- 90 - 4 2 280 5206
4 2 1042 1212 1212 905
5 3
.' D3 D3
2>2.1 STEEL PLACED IN PRE LINTEL AT TIME OF FABRICATION D_DA
LA CAST L L E B ON A615 RADE 4
ASTM,(G Q). � .
• _ 905 ' � - 4 4 3008 5206 2635 2635
cr o D 4 4 4 963 1130 1130 905. .. D 4
GRAD 60 OR PRESTRESSED. (GRADE ) E ESSEQ.
AR CONTINUOUS BOTTOM OWER
I #5 REB CO UOUS BO (LOWER) 9'.
O 19 1960
Jm
- 6 60
' - 1716 45 7
.: T 7 48 •
2 2 2 STEEL IN LINTEL AND KNOCKOUT BLOCK LACED IN FI LD ATMA IS R 40 . D 5 99 6 5 b 5 D 5
C (PLACED E) 5 6 (GRADE 4 8 80b 995 5
2.3 PRESTRESS STRANDS ASTM A416 7 -WIRE AS NOTED. „ 7 •' - 5'8" 16 642 1960 1960
• y.e2s. D-6 5 8 598 730 730 675 6 5 D 6 17 3
.4 D - AI R
2 ET L EINFORCEMENT 1N ACCORDANCE WITH ACI 315
- 570 - 6 8 2594 2594 1651 Ib51
'2.5.CONCRETING OPERATIONS SHALL COMPLY WITH ACI .STANDARDS.
D 7 6 8 458 573 573 570 D 7 MM
YPE bESIGNA ION
ECESS. 2 RECESS
3
MASONRY: T T
so I4 145
- 499 7'8" 2009 3 5 3
'D DA D 8 7'8" 375 470 470
499 D-8 2009
A'
D D
I DESIGN AN F T N HEIGHT
_ C
3 ES Q MASONRY
ASSOCIATION
S IOC SHALL CONFORM TO HE SPECIFICATION OF THE NATIONAL NOMINAL EIG
C NA 1 NAL � ,
NT F R AR AT 9
Q A ITY 0 #5 EB 819 81 •..,
U - - 175 1375
291 9'8" 3
CONCRETE M SONRY AS CIA I N AN AC 5 0.
D 9 9 8 273 343 .343 291 D 9
A SO T O D 13
NOMINAL `W TH Y
OMI L ID TOP LINTEL CAVITY 3.2 MINIMUM MASONRY UNITSTRENGTH: F'M 1900 PSI. S
THE CHARTS SHOWN HAVE BEEN COMPILED FROM THE
3.3 MORTAR SHALLTYPE BE E S.
4 STRUCTURAL: U URAL:
[SF16-.IBI
T
]
MANUFACTURES ENGINEERED SAFE LOAD TABLES
USING
4.1 SAFE
LOAD VALUES ARE I T
E 9ASED ON L N ELS HAVING A BEARING OF 8' (WITH A MINIMUM
THIS d'1'RtlCTUMt HAS dlIEM bid TO
HE LOWEST PLF FROM HE FOLLOWING MANUFACTURES:
10/!D
ACCEPTABLE BEARINGF P
T L L T LL
0 4 PER SECTION 2101.3:1 OF THE.. FLORIDA BUILDING CODE (200q I #5 REBAR IN SIDE WALL BOND BEAM (MIN.) UNLESS OTHERWISE
O ABET OR EXCEED THE f10 Ao11 LOAD
EXCEPTION:NF NT QUANTITY #S REBAR AT •
SAFE A _ U UNFILLED LI ELOF
'� LO DS FOR RECESSED LINTELS BASED ON MI ILL
E L T_ B 6, NOMINAL BEARING.
NOTED AND # REBAR IN GABLE END WALL BOND BEAM MIN.
,- OT D A (2) 5 BA (MIN.). REQtIIREMEMTd OR THE FLORIDA
'CASTCRE E PRODUCTS (FECP) 4.2 FOR IN R .. T � . C
L TELS THAT.. ARE CREATE THAN I4 -0 CLEAR :SPAN THEY SHALL BE PROVIDED A
F FILLED LINTEL BOTTOM LINTEL CAVITY
E O
TEMPORARY SUPPORT AND THF TFMPC)RARY Sl1PPDRT SHAM 'NOT RF RFMhVFh IMTII �I ilDlll/� L7(lr`K IAlhl IC I'DICC ILII` REStDENTIAI dlxtolMci BODE. 2004 ED.
LINTEL PROPERTIES
SAFE GRAVITY LOADS (PLF)
SAFE UPLIFT LOADS PLE
MARK NO.
TOTAL
0
LINTEL
LENGTH
FILLED
8F32 -IT*
'L - LL'
FILLED
8F32-IBIT"
'L_MM'
FILLED
8F32 -282T
'L_NN'
FILLED
BF32-IT"
'L_LL'
FILLED
8F32-IBIT*
'L_MM'
FILLED
8F32-•2B2T
'L—NN'
L -I
2'10"
10000
10000
10000 '
9608
9608
9
608
L-2
3'6"
I 0 0
0 0
10000
10000
7636
6 6
7 3
7636
L-3
410"
8107
10000
10000
6627
6627
6627
L-4
4 6
6224
10000
10000 '
5861 .
586 1
5861
L-5
5'4"
4249
8203
8203
4924
4924
4924
L-6
510"
.3470
6662
6662
4498 '
4498
4498
L-7
6'6''
5061
7590.
7590 '
4038
4 038
4038
_
L 8
7 6
3685
5501
5501
3 192
3192
3508
L-9
8 ' "
3302
3387
3387
2 120
2120 '
2842'
-
L 10
9 4 "
3302
.338 7
3387
2120
2120
2842
L -II
10 6
2530
2615
2615
1706
1706
2544
L-12
11 -4"
4006
4006
4006 "
14 87
1487
2 69
3
L-13
12'6"
NA
2883
2883
910
910
1805
L-14
13'4"
NA
2883
2883
910
910
1805
L-15
14'0"
d A
2630
2630
823
823
1633
L -Ib P.S.
148,�
NA
2712
2712
749
749
1484
L-17 P.S.
15 4"
NA
2513
2513
683
683
1355
L-18 P.S.
17 4
NA
2047
2047
532
532
1055
-19 P.S.
19'4"
NA
1716
1716
426
426
845
L-20 P.S.
20'0"
NA
1468
1468
348
348
691
L-21 P.S.
21 4 "
NA
1468
1468
-348
348
691
P.S.
L-22(P.S.)
24'0"
NA
1 1148
1148
274
274
544
DWG. NAM
ELIGt-LI
1
DRAWN
SEB
CHECKED
J1''
pq
DATE
11/18/6
SHM
PCLINI
OF
1I,
Q
I
11d64R 'Page: 1 118648
Page. 2 118648 Pa
4e ; 3
iotit�l
I.
118648/iRCy�,"�C.at
A
2 1 sP HlA 3511 914 �pVcD,
3689 962
11864'R/
2 1 sP HIS 1712 445--�`
1616, _ 423'
11864R/
2 1 sP HTC 1768 447
1661 420 $
1186�R/
2 1 sP R10 1692 420
11864R/ 1688 420
2 1 sP HiE - 1706 420 \
1694 420 Lr
118648/ '
2 2 Sp_ G2A 3516 906 :1.
3480 897
11864R/
2 1 sP H2B 16 2 ,C
67 43 G
1770 465
11864R/ _
2 1 sP H2C 1902 459-
1914 465
11864R/
2 1 sP H2D 1855 45915
1833 465
118648
2 1 8P H2E 1968 459
48/
1845 465
1186 ,
12 1 TR T3B 1546 377
1642 403
11864R/
4 1 TR T C 1546 3
3 377
G
11864R/ 1546 377. ,
1 1 sP H313 1859 471
3014 775
118648/
1 1 sP H3E 1763 459
.11864R/ 1770 465
1 1 sP H3F 1795 459
1835 465
118648/ ,
1 1 sP H3G 1794' 459
118648/ 1837 465
1; 1sP H3H 1764 459
1770 465
1 1 1
Y.
t
11864R/1
2 1 3P H8A 392 97 T - (��
480 _133
118648/ .� II
25 1 sP M8H 309 71
291 72
11864R/
21 1 sP M9B7
39 92
11864R/ 317 91
1 1 HIPP H9C 1254 329-�
125.4 329
11864R/
2 1
sP G10A
1350 291.
1248 386
11864R/
2 1 sP G12A 1212 302
11864R/
1212 329
'l
4 1 sP T13A 432 85_
325 ill Jc
11864R/
21
1 sP T13B 432 85
3
118648/ 25 111
�I
2 1 sP T13C 431 101
335 100
11864R/
1 1 sP G11A 1045 0 5 '209
118648/ 1045 334
2 1 ENDJ HJ7 559 86 V _``_
281 146 or
ASCE 7-02-
STRAPPING HANGER.
do ANCHOR
e�—
SYM.
PROM=
CODE
SUPPLO
IN
I-ASTi]IERS
NEAM JOIST
MAX
UPUFT
A'
Q
I
11d64R 'Page: 1 118648
Page. 2 118648 Pa
4e ; 3
iotit�l
I.
118648/iRCy�,"�C.at
A
2 1 sP HlA 3511 914 �pVcD,
3689 962
11864'R/
2 1 sP HIS 1712 445--�`
1616, _ 423'
11864R/
2 1 sP HTC 1768 447
1661 420 $
1186�R/
2 1 sP R10 1692 420
11864R/ 1688 420
2 1 sP HiE - 1706 420 \
1694 420 Lr
118648/ '
2 2 Sp_ G2A 3516 906 :1.
3480 897
11864R/
2 1 sP H2B 16 2 ,C
67 43 G
1770 465
11864R/ _
2 1 sP H2C 1902 459-
1914 465
11864R/
2 1 sP H2D 1855 45915
1833 465
118648
2 1 8P H2E 1968 459
48/
1845 465
1186 ,
12 1 TR T3B 1546 377
1642 403
11864R/
4 1 TR T C 1546 3
3 377
G
11864R/ 1546 377. ,
1 1 sP H313 1859 471
3014 775
118648/
1 1 sP H3E 1763 459
.11864R/ 1770 465
1 1 sP H3F 1795 459
1835 465
118648/ ,
1 1 sP H3G 1794' 459
118648/ 1837 465
1; 1sP H3H 1764 459
1770 465
1 1 1
Y.
t
11864R/1
2 1 3P H8A 392 97 T - (��
480 _133
118648/ .� II
25 1 sP M8H 309 71
291 72
11864R/
21 1 sP M9B7
39 92
11864R/ 317 91
1 1 HIPP H9C 1254 329-�
125.4 329
11864R/
2 1
sP G10A
1350 291.
1248 386
11864R/
2 1 sP G12A 1212 302
11864R/
1212 329
'l
4 1 sP T13A 432 85_
325 ill Jc
11864R/
21
1 sP T13B 432 85
3
118648/ 25 111
�I
2 1 sP T13C 431 101
335 100
11864R/
1 1 sP G11A 1045 0 5 '209
118648/ 1045 334
2 1 ENDJ HJ7 559 86 V _``_
281 146 or
ASCE 7-02-
STRAPPING HANGER.
do ANCHOR
SCHEDULE
SYM.
PROM=
CODE
SUPPLO
IN
I-ASTi]IERS
NEAM JOIST
MAX
UPUFT
A'
META to
NMPSON
ANOHOR - / PLY TRUSS
------
9 10d x 1 1
------
19to
8
MT'S18
Mi+N18 -
SIMPSON
USP
TWIST "STRAP
------
(14) 10d x 1 1/2'
--
1000
C
META 16
SWION
ANOF1Qt-2ar3 PLY TRUSS
------
B 18d
------
1810
D
THA 422
SIMPSON
THANGER FLOOR
RUSS
6 16d
8 16d
1835
750
E
HUS 26
SIMPSON
HANGER 1 PL
14 16d
6 16d
3205
1550
F
NUS 28
SIMPSON
HANGER 1 PL
22 16d
B 16d
3775
2000
G
HOUS 28-2
SIMPSON
HAMM 2 PL
36 16d
10 16d
7185
2650
H
HOUS 28-3
SIMPSON
HANGER 3 PL
36 16d
10 16d
7183
2650
1
LSSU 210
SIMPSON
SLOPED HANGER 1 PL
10 10d
7 1 O x 1 12"
1390
--8-1-5—
J
LSSU 410
SIMPSON
SLOPED HANGER ( 2 PL
18) 16d
12 10d x 1 1 2
2990
1150
K
M5TA36 -
M TA -
SIMPSON
FLAT STRAP
------
(26) 1 O
------
2050
LSTA36_--
A38
SIMPSON
FLAT STRAP
-
(24) 1 O
1640
M
wm
USP
GMIJ - HANGER
1/2" J - 90LT_(I4
1 O
N
_-__-_-
KSTi 238
-- ---
USP
STRAP TIE
------
(36) 1 O x 1 1/2"
------
38
0
"STI 60_
i leo
SIMPSON
u'sP--
STRAP TIE
------
(80) 10d x 1 117" - - -
5080
P
HTV 24
uw
TWISTED RAFTER TIE
------
24 10d x 1 1/2m
----
_1535 '
0
ST 12
SIMP. SP STRAP TIE
10 16d
--
1105
R
S
MOT
SIMPSON
HEAVYGIRD. TTE DOMM
5Z8"_ROD TO HTT16_
TIE -BM. 5/8" ROD+
i'OST J22J10d --
POST 22 10d
___--
------3140x`
_3_9_8_5
T
H 2.5 _ _
817
•SIMPSON
USP
HURRICANE CLIP
(5) Bd
(5) 8d
------
415
u
ABU BB `-
PAU ddLISP
SIMPSON
POST BASE 8x8
$/B. x 8"
EXP. BOLT
(12) 18d (POST)
12000
2300
V
ABU 44
PAU 44
SIMPSON
USP
POST BASE4X4
'
5/8" x 6"
EXP. ` BOLT
(12) 15d (POST')
6665
2200
w
MTT2Bd .
--------------
MTS27B
SIMPSON
USP
TENSION TIE
SLAB: 3/4* x 8
ELXP_VQL7...............................
TIE -BM. 3/4" ROD+
POST (24) 16d*
POST 24 16d*
------
-
2510
3140
X
Hrn6_
Hrnd -
SIMPSON
--
TENSION TIE
TIE -BM. 5/8' ROD+
POST (18) 16d* ,
------
3140
Y
1NJA26
SIMPSON
HIP JACK GIRD. HANGER
20 1Bd
10 10d x 1 1/2'
3265 `1
960
Z ISM
L 26
SIMPSON
SKEWED 45d HANGER8
16d
6 1 O x 1 1/2'
1000
765
A231
A23 I
SIMPSON
ANGME
4 _11 Od x 1 1/2"
4 1 D x 1 1/2'
239
239
AA
512 66 1'�I PRvvIDE TBr1POIeART• AND PERMANENT BRACING PER PLAN DETAILS, TRUSS
11864R/ ' -- ENGINEERING DRAWINGS, AND BC61.
2 1 EN'DJ HJ518 379 89U69 16 d COM'iM OR 16 d x Z 1/2 (0.162 DIAD GLN NAIL 1tOR f 6YM.! 0,'P, 0, W 4 X )
AND FNmOM H& r,M TO HEA SIR ONLY FOR f SYM.t D, E, F, Ci N)
241 99
,
SI
237 -UN [I) WTA 16 'A' FM TORR TO CMU UALL C�x+1�ECTION lWLE66 NOTED OTWEP06E) DWG. NAME
11864R/ r-- -
12 l ENDJ HJ3 277 49
0 WARE (2) 'A' OR 'C' (WA 16) ANCH011116 INDICATED, APPLY lU EA. 61DE OF Tl1U56 IUN.Oa
I PLY TNM U89 (6) IOd k 1144 NAIL$ EACH ANCI,I TOTAL (12) NAILS (2VW)
90
222 32 2 INL.Y (OR I'10PIIE) TNMWE (1) 16d NAIL6 EACH ANC.40K TOTAL 64) NAIL6 (2l OV) DR
11864R/ -USE cu MT6 116 OR MfW 16 'Cly POR TRIM TO FRAME WALL CC44NECTION W".)
1 _ 409" w EMTs2 2
2 ENDJ HJ3B 275 -- EB OR MTS 'TBI INDICATED At CMU U6! 3/4 d THREADED 72 � NRE ED ROD �
95 29 J-��J WITN SIMPSON "SET" EPDXY SYSTEM, EMBEDDED b" MIN DATE �
1 � 4 44ERE '6' (MIST) 01st 'X' (W"16) INDICATED AT CMU, L16E S/6" d THREADED ROD
209
118648/ WITN 61MP60N "SET" EPDXY 6Y5
TEM, EMBEDDED. b ,MIN.
CHECKED
W
2 1 ENDJ HJ3A � WHERE !� OR RT"1 INDICATED AT NIP CORNEIRt JACKS, ANCHOR TO GIRDER
285 66 '�'► "� «
AT TOP 4 BTM. CFO7RD,"N ADDITION TO l3) 0.131 GUN NAILS
�3 ac fr- 70 30 t , 1 , , ,,�
O Q- ��J Q (ST12) MAY
214 43
BE USED I.L.O. T NIP JACK t0 GIRD.
r DATE
0 -USE (3) 0.131" x 3 1/4" GUN AVAILS FOR JACK_ , � �,�r, , a�,.:.,. -
CL. C , F�
TO HIP GIRDER CONNECTION TOP t BTM.
-ed NAIL SHANK 15 0.1310 DIA Et
Wd NAIL SWANK 16 0.148" GIA
16d NAIL SH" 16 0.1620 DIA.
TRUSS' ANCHORS HAVE KEN DESIGNED 7MS LAYOUT IS FOR ANCHOR ASSIGNMENT tAYOW
TO MEET OR EXCEED THE 120 MPH MAND TRUSS COMPONENT DESIGNS AND
LOAD REQUIREMENTS OF THE FLORIDA TRUSS SYSTEM LAYOUTS ARE PROVIDEDA
—._—__-----__.. !fl"lYNIM►177 �, w111. w,uA AAA M wu •\,w —,m- w,-s"►A..M. '.. w —.w.. `` .. 1 lei
_ � .-,-o rwa m
�..+
l 1 0.�'.WON' 1I1f:
�?" c �+ 1
I
•: 1
Pa _
1186!' 4
ils6li<t page
ASCE 7-02 STRAPPING HANGER dt ANCHOR SCHEDULE, salco1-21104-18
rASTDM
UMD Ml
sft
COOS
HEADER
JOIST
META 16
s1MPSON ANCHOR - 1 PLY TRUSS
— ----9
10d x 1 1 2-
7M1%xA
1810
MTS16
SIMPSON
M�e
- TNIST'STRAP
---
(14) 10d x 1 1/2"-
1000
C
HETI 16
ANCHOR -2a3 PLY TRUSS
------
a 16d
--—
1810
D
THA 422
SIMPSON TRUSS HANGER FLOOR
a 16d
d ted
1635
750
E
HUS 20
SIMPSON HANGER 1 PL
14 18d
5 16d
3205
1550
F _
HUS 28
SIMPSON HANGER 1 PL
22 l6cf3F
8 15d
3775
2000
G '
NWS 28-2
SIMPSON HANGER 2 PL36
18d
16 15d
7185
2650
H
8-
MGUS 23
SIMPSON HANGER PL
8d
10 8d
1
LSSU 210
SIMPSON SLOPED HANGER ( 1 PL
10 10d
7 10d x 1 1/2"
1390
879
J
LSSU 410
SIMPSON SLOPED HANGER 2 PLY)
16 16d
12 IDd x 1 1/2
2990
1150
K
MSTA36 --
SIMPSON FLAT STRAP
--
— ----
(24) 10d
_ --
2050
L
LSTA3II
SIMPSON
--
MT STRAP
------
(24) 10d
------
1640
M'
NFM .'
USP CMU — HANGER
1/2- J - BOLT
14 1 O
5935
1325
N
MSTI 36 --
KSTI 236
SIMPSON
USP STRAP TIE
------
(36) 10d x 1 1/2"
—
3800
OI
MS11 60 _
KSTt 260-
SIMPSON
U9' - STRAP TIE
__--
(60) 10d x 1 1/Y
- _..
5080
P
HTW 24
USP TWISTED RAFTER TIE
- - -
24 1 Dd x 1 1 2
-
- -1530
0
ST 12
SIMP. SP STRAP TIE
----- "'
10 16d
----- —
1105
R
S
MOT
SIMPSON HEAVY GIRD. TIE DOWN
518'_ROD, TO HTT16
POST (22j tOd __
— — —
3965
TIE -BM. S/8� ROD+
POST 22)10d
------
X3140
1H
2 3 _-
RT7
SIMPSON HURRICANE CIDP
�,---
(5) 8d
(5) 5d
------
415
U
A8U e6 _
PAU &F__
SIMPSON Post BASE a
uSP xe
5/8' x 6" :
EXP. BOLT
(12) ted (POST)
12000
2300
V
ABU 44
PAU 44 —�
SIMPSON
USp POST BASE 4X4
5/8" x 6"
EXP. BOLT
(12) 16d (POST)
6665
2200
w
MTT288
SIMPSON TENSION TIE
SLAB: 3/4" x 6
POST (24) 16d*
2510
�7B --
LAID
TIE -SM. 3/40 ROD+
POST 24 —16d*
—
x
HTTId
HTn5 ,---
SIMPSON
--- TENSION TIE
SO
TIE—BM. 5/8" ROD+
POST (I B) 16d *
_
3140
Y
THJA26
SIMPSON HIP JACK GIRO. HANGER
20 16d
10 10d x 1 1/20
3255
960
Z
SUR " L 28
SIMPSON SKEWED 45d HANGER
6 16d
6 10d x 1 1/2'
1000
765
A231
A23
SMPSON ANGM
4 1 O x 1 1
4 10d x 1 1
239
239
/U
NOTES', PROvIDE TEMPORARY AND PERMANENT BRACING PER PLAN DETAILS, TRUSS
• ENGINEERING DRAWING!!, AND 5C61.
* USE AND 6 d COMMON OR 10 d .x 2 1/2" 0.162" DIAa GUN NAIL FOR l SYM.t O, P, Q, W 4 X )
FROM H&*0 TO HEADER ONLY FOR ( SYM.t. D, E, F, G, N)
-ift (1) META 16 'A' POI! TRIM TO CMU WALL CC CTION (UNLE66 NOTED OTHL"WIN) DWG. NAME
i WARE (2) 'A' OR 'C' ((ETA M►) ANCHORS �7ICATED, APPLY (1) M& GIDE •Or TRU66 cumo.) -
PLY TRI," U8! (6) kOd x I I** NA" EACH ANC10M TOTAL (12) NAILS (2~)
Z PLY {OR MORE) TRUSS U6E (1) Mrd NAIL& EACH ANCHOR, TOTAL (14) NAIL6 (25OV) DRA
USE (1) MM * OR MTW 16 IS'" TRUS6 TO FRAME WALL CONNECTION (IJAOJ s>cs
c�
+WaERE 'W' CMTT28B OR MT6218) MDICATEV AT CM, USE 3/4" d THREADED ROD
WITH SIMPSON "SET" EPDXY SYSTEM, EMBEDDED 6" MIN. �DIATE
41WERE 'S' (MGT) OR 'X' (14 T16) INDICATED AT CMU, USE x5/811 d THREADED ROD ,7",'t%�
WITH &IMP&& "SET" EPDXY SYSTEM, EMOEDDED 6 MM. CHECKED
-WHERE W2,110 OR RT1 INDICATED AT RN
NIP CORNER JA=b, ANCHOR TO GIRDER
AT TOP 4 I5TM. CHORD, IN ADDITION TO (3) 0.13i" GM NAILS �(
'Q' (ST12) MAY BE USED ILD. 'T' * HIP, JACK TO GIRD.' DATE
-USE (3) 0.131" x 3 1/4" GUN NAILS FOR JACK
TO HIP GIRDER -CONNECTION w TOP 4 157M.'" ar 55 06
AdNAIL SHANK 16 0.131" DIA. SH ET
MPd NAIL SWANK 16 0.148" DIA. 'a ,
Ibd NAIL SNANIC IS 0.162" DIA. ��;h.,� ..3�..
Robb "s L d IIn 1"/1104" /MTM O INF1M! V$ Is 116.61496ww4q hp t1l" 11�r1 DO* Mill" .kneel of I -
7RUSS ANCHORS HAVE BEEN DESIGNED THIS LA1r0UT IS FOR ANCHOR AS51 IT
M MEET OR. EXE THE im 11GNd WINI1 [11111 r. , 'IM Me mlwot umr Kdrnuc •uh I - 11,