00-0497-047 '2EylSIONS
I w J FOR COMMON FLOOR TRUSSE$USE ONE
W 9 LLl HUGHES DTG STRAP w/9-10D x I-I/2'
Q Q TO TRUSS 4 10d x 1-1/2' TO SEAT PLATE CONCISE TE v �' I `' c
= _ i:)A.DC=COUNTY 9-05-00
Q Q FOR FLOOR GIRDERS TRUSSES USE TWO
HUGHES OTC STRAP w/9-10D x 1-1/2' EA. 2 10-05-00
TO TRUSS 4 10d x 1-1/2' TO SEAT PLATE REINFORCEMENTS
cn Lu ,_ -
F=
� � 1~is< IVIW .. ,:; , „ - ,; - :� ..� ;; p e QL , z = "3 STIRRUPS ^rM�RKS ^ ^
3/4' PLYWOOD DIAPHRAGM w/ 10d NAILS 6' o c. ~ w
;r M a EACH SIDE OF OPENING, �' "��'' PIS` _ Q•- 2nd.FLOOR INT.SUPPORTS AND 4 o.c. AT PANEL w j
ADD 2 •'1 REINF. BARS w' i0-•cl N,-'A �. V 3` u.c_ � }- �ELEV.-- +10'-0'
EDGE$,EDGE BLOCKING 2 NOMINAL. w 3 i
may:^ , ,.
.: - PLYWOOD SHALL BE GLUED W/ ADHESIVES
......................................................................................................................_.....----......... ................................................................-........................ MEETING REQUIREMENTS OF AF01 (TYPICAL).
7B-I A 9'-8' 8' 12' 2-°5 - 2-05 - SEE NOTES BELOW
r• .� 1T TB-2 A 18'-0' 8' 12' 2-•5 - 2-•5 - SEE NOTES BELOW
4..
TO. E
EB
V W
1
ELE 9-8
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y � .• '
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E....... ....
TRUSSES 24 o.c, `` - - 2 '5 - SEE NOTES BELOW
I '
TB-I PREFAB 'W000 €.i� A VAR 8' 12' 2 '5
2 O 1 i`,I f:3
51.
c
ABOVE - `D ABOVE ABOVE 1 ��
;
�I B-1 B 9'-8' 8' 36' 2-•5 4-'5 2-•1 � 12' OC
O 1 :: a--�
B-4 B-4 B-_4 -
? ��
PROVIDE 2x4 PT BLOCKING BETWEEN
_ B-2 B 9'-8' 8' 16' 2-05 2-•1 6' O.C.
1 EACH TRUSSES.FASTEN BLOCKING
SFS-IB , TB-1 I _ 1 SFS-IB 8F8-IB 1 j w/(3)3/16' DIAM,TAPCONS x 3-1/2'LG.TO CMU B-3 B 9'-8' 8' 20' 2-05 2-"5 2-01 8' O.C.
BELOW t I T3EC0�17- - BECZ7 t j AND (2) 10d NAILS TOE NAILED EACH ENDS.
I 1 G=1144" 1 j j a] 1 5-4 B 9'-8' 8' 12' 2-"5 - 2-•5 4-1/2' O.C.
WOOD FLOOR CONNECTION
us Lu
( PERPENDICULAR TO WALL ) ,
I I i 1 I 1
T - 1- - SCALE: N.T.S. 5-8
01 01 0 I III p, 1 61 61 O m 750
t I c!) 1
GIRDER
I I 2 I Q
QPERIMETER NAILING . . �.,
t - t 1 - 1 - �t - -1- - U- a] ABOVE 1 10d NAILS 3'oc. 1/4' DIAM X 215' LONG
BELOW TAPCON SCREWS w/ WASHER
1 1 I (CI I I 2X12 PT WOOD LEDGER ATTACHED TO CONCRETE TIE BEAM TYPE-A TYPE-B
G=5365" G=13,644" I J I Q I 8F8-IB I TB-1
• � X 0 W/I/2' DIAM X 5' LONG EXPANSION ANCHORS 012' OG MIN EMB 3-I/2'. 6 oc. INTO MASONRY BLOCK
3 FLOOR ►-�
I I SFS-IB 10dNt IURS ELEV.e 4 w 1 U TB-I I C2 I SUPPORTS
BQ qq C
5-8 1 ABOVE ELO (TYPICAL) ED i t I �PGS O
_
- - -� - E BEAM CONCRETE BEAM NOTES:
':.
-- ..
TO.tl E M
ti S-8 1 I II I N 1 I 1 ELEV.= 4g'.g�
1. ARCHITECT TO REVIEW AND APPROVE
w III w - 1 x l � I I I I I I �-- �' try A
LL BEAM
ELEVATIONS AND BEAM DEPTHS,
1155 MANUFACTURER TO PROVIDE I I I I f-1`; �.' trr TB-I 2, TIE BEAMS SHALL HAVE (4) 03 TIES AT 12'o.c. E--a a----a
m - TOP CHORD BEARING GIRDER I I I I `• AT ALL COMERS EA. WAY, AND 48'o.c. REMAINDER O
U
a THIS LO_CA't)ION � � _ I €-
- - 1 --T --t'•' ------ I i -- d-o. ----1- :..... 3 PROVIDE (
2) 05 x 60' CORNER BARS,
G-348»
BENT 30' EACH WAY tv ALL CORNERS. W
S_10 I �- �- I 1 I 1 2'x6' LATERAL BRACING * 6'-O'oz.
- --1 - - - - - _ _� _ _ \\ ...: S-8 A w/2-10d NAILS EA.TRUSS z'
2'IAMI x NAILER I I 6 1 I 1 GENERAL TRU55 ,AND WOO[) NOTES o °�
w/ 3 16'TAF x 3' LONG. I 1 S-8 111 11, I I 1 I m I I I I .:: PROVIDE 2X4 PT WOOD BLOCKING ATTACHED TO MASONRY WALL
tAPCON a 12'o,c. W/(2)1/4'X2-3/4' LONG DIAM TAPCON SCREWS
-t - 2'x ' X-B CE REFER TO TRUSS ENGINEERING PLANS FOR EXACT TRUSS LOCATIONS 0
I B.2 I SCl j I 2nd FLOOR ,, I ®: I I ALL GIRDER TRUSSES SHALL AT A MINIMUM NAVE 2 " 5 FILLED CELL Q
I ELEV.= +10'-0' 1
2'x l' LATERAL_ RACE __ __ • • M DIRECTLY BENEATH THE GIRDER TRUSS SHOULD THERE BE A DISCREPANCY ►-�
1 III 1 t I 161-0' off. MAXI BETWEEN THE TRUSS ENGINEERING DRAWING AND ARCHITECTURAL DRAWING
C2 THE TRUSS ENGINEERING DRAWING GOVERNS AND NOTIFY ARCHITECT IMMEDIATELY.
------... ...
F- - 1- WOOD FLOOR CONNECTION �:� M IT IS YOUR RESPONSIBILITY TO NOTIFY THE ARCHITECT IN WRITING
�p --:-- BOV p ABOVE
F-
...... tg_1 m 6 111 I _1 ::: I I I I I 1 :.- P�1z L L E L TO UJ,4L L I. AND GRAPHIC FO�d'1 ANY CHANGES AND MODIFICATIONS FROM
i _ 1
\'........................................ .._.. - - i - - - OUR
; . ,
.-----... �\\ ' ` ' ` ' ' ABOVE ` I I SCALE: N.T.S. S-8 APPROVAL OF THE TRUSS ENGINEERING PACKAGE. TRUSS
.....-
} I 18F8-1B I I B-4 I 8F8-IB . ....... MANUFACTURER SHALL ALSO LABEL ALL LOADS AND UPLIFTS ON
c - PRELIMINARY D WING SENT TO OUR OFFICE. c�C
��-•- ��--� PR R RA S S N
---
M �
\ ALL TRUSS TO TRUSS CONNECTIONS SHALL BE THE RESPONSIBILITY OF THE
c0 ••a
BELOW ........................ ... SPECIALTY ENGINEER BUT AT A MIN. ALL CONNECTIONS SHALL BE CAPABLE a
720 SCl SCI t06 0 750 OF WITHSTANDING A UPLIFT LOAD OF 150 LBS. cl)
450 WOOD IN CONTACT WITH CONCRETE OR MASONRY, AND AT OTHER LOCATIONS AS W W
to
cn
5 3'x1 ' PT WOOD BEAM SHOWN ON STRUCTURAL DRAWINGS, SHALL BE PROTECTED OR PRESSURE TREATED W W
.�� 5 r'^r . !� IN ACCORDANCE WITH AITC-109.MEMBER SIZE$ SHOWN ARE NORMAL UNLESS NOTED Z a Z
L1. ...I1../ ..� "i' ✓•`• .Y, .":''..I4.f� .% ^.�.' --I ,:J'^�}' y->•-OR
OTHERWISE. Z
(2) 2'x8' PT WOOD LEDGER ATTACHED 8 U=500 PLYWOOD ROOF, WALL AND CEILING SHEATHING ARE DESIGNED AS DIAPHRAGMS
TO CONCRETE BEAM w/ 1/2' DIAM. S-8 G=400 2
ANCHOR BOLTS a 16' o.c. AND SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF CHAPTER 29 OF THE a A
......................................................................................•------------------------------...... �,
pp
................ ----- ....................................................................................................................................................................................................................................................................... .. SOUTH FLORIDA BUILDING CODE, UNLESS NOTED OTHERWISE ON THESE DRAWINGS. � A �
SECOND FLOOR FRAMING PLAN - C Y I I'V E,5 5 MODEL, PLYWEXTERIOR O SHEATHING NAI LED ALL STRUCTURAL LUMBER TO BE SOUTHERN PINE NO. 2 OR BETTER �, �= 00 cq
� C4 r-
SCALE: 1/4' = 1'-0' TO TRUSSES w/ 10d S' BENDING STRESS, Fb 1,200 PSI (MINIMUM) �.L� U � cQ
NAIL5 a 4' o.c. YOUNG'6, MODULUS, E = 1,500,000 PSI � � � 1
6' BUCKET 5PEGIFICATION: x cn H
Ai Q F p •d di
VERIFY DIMENSION WITH - ALL 3/4' DIAM.THR1 BOLTS TO BE ASTM A325. BRACING NOTES: Un .4 x
6'
TRUSS MAN TACTURER - ALL 1/4' STEEL PLATE$ TO BE A$TM A36.
3' S-IF�O'R�3 MEMBER ER - L SPECIFIED MATERIALS ABOVE TO BE EQUAL I, CROSS BRACING SHOULD BE LOCATED AT NO MORE THAN 5'-0'o.c. z to
3' 6' - 1/4' FILLET WELD ALL AROUND FOR ALL PLATE CONNECTIONS. REPEATED AT EACH END OF BUILDING AND AT 20 -0 INTERVALS. Q �
BUCKET 5PEC IF[CATION: 3' 3� 3' 3• 3' 3' 4' - ALL BOLT HOLES TO BE 1/8' DIAM.FOR 3/4' DIAM.BOLTS, 2. BOTTOM CHORD LATERAL BRACING SHOULD BE LOCATED At NO MORE O co
- ALL 3/4' DIAM. THRU BOLTS TO BE ASTM A325. BUCKET UPLIFT CAPACITY FOR TWO MEMBER
- FROM NOS TABLE 835,ONE 3/4' DIAM, THRU BOLT IN THAN 6 -0 o.c. BOTTOM CHORD LATERAL BRACING SHOULD BE CLOSE
- ALL 1/4 STEEL PLATE$ TO BE ASTM A36. r Ip 4 Ip - DOUBLE $NEAR,EQUALS: TO THE BOTTOM CHORD PANEL POINTS WHEREVER REQUIRED BRACE
D - ALL SPECIFIED MATERIALS ABOVE t0 BE EQUAL 0
LOAD PERPENDICULAR TO GRAIN = 1,330 LBS SPACING PERMITS.
OR BETTER # �� LOAD PARALLEL TO GRAIN = 2,550 LBS
4' - 1/4' FILLET WELD ALL AROUND FOR ALL PLATE CONNECTIONS. 3. CONTINUITY BOTTOM CHORD LATERAL BRACING SHOULD BE CONTINUOUS
- ALL BOLT HOLES TO BE 1/8' DIAM,FOR 3/4' DIAM.BOLTS. 4' A WITH SNORT DURATION LOAD FACTOR CD=133
USING 1.3 FACTOR,1,330 LBS x 1.3 = 1,119 LB$/BOLT FROM ONE END OF THE BUILDING TO THE OTHER AND SHOULD OVERLAP _C
12� 4' BIICICEt UPLIFT CAPACITY FOR tW0 MEMBER: `� "* --
- FROM NOS TABLE 838,ONE 3/4' DIAM. THRU BOLT IN 4' AT LEAST ONE TRUSS SPACE FOR CONTINUITY. USE MIN. 2'x4' GRADE
4' MARKED LUMBER NAILED WITH A MIN. TWO 16d NAILS, IN ACCORDANCE
- DOUBLE SHEAREQUALS: NOTE: s 1 "
LOAD PERPENDICULAR TO GRAIN = 1,330 LBS Win- EXPANSION BOLTS TO BE WILT[ 1GU1(K BOLT 11. Qj I/4' -
4' - ALL RU BOLTS TO BE ASTM A325. WITH ND5 CRITERIA, AT EACH CONNECTION INCLUDING INTERMEDIATE c '
LOAD PARALLEL TO GRAIN = 1,550 LBS - ALL TEEL PLATES TO BE ASTM A36. . '
TRUSSES. j�
- WITH SHORT DURATION LOAD FACTOR CD=133 - ALL PECIFIED MATERIALS ABOVE TO BE EQUAL OR BETTER STEEL COLUMN
USING 13 FACTOR1,330 LBS x 1.3 = 1129 LBS/BOLT - 114' FILLET WELD FOR ALL PLATE CONNECTIONS. 4' x 4' x 1/4' 4, BLOCK ALL PLYWOOD SEAMS WITH 2' X 4' (LAID FLAT) WITH SD NAILS a 4'o.c.
'
ALL BOLL HOLES to BE 1/8' DIAM.FOR 3/4' DIAM,BOLT$, AS SHOWN ON ROOF FRAMING PLAN.
STEEL COLUMN - USE PLYWOOD FILLERS WHEN REQUIRED. �.
o,qp� p� p E gp
• Q - ALLOWABLEI&LLED i�AS50NR1` = 2512�GLBvBOL T (MIN EMBEDMENT 4-I/2')
4 x 4 x 1/4 ggpp
- ALLOtUABLEI� IOTY O Gfg IfE3 IPJO�LBSLBOLT (MIN, EMBEDMENT 4-1/21) BUCKET DETAIL
8
BUCKET DETAIL 3 BUCKET UPLIFT CAPACITY FOR TWO MEMBER: SCALE: N.T.S. 5-8
SCALE: N.T.S. S-8 '
FROM ND TABLE 83B,ONE 3/4' DIAM.THRU BOLT IN NOTE: SEAL:
- DOUBLE EpA�R.EQUUALL$: 0p Be NCHOR OUTLOOKER TO CONTRACTOR--SHALL COORDINATE AND VERIFY
4'3/ LOA PARALLEL TO GRAINGR2,550 L"35 L� TRUSS W/ONE (U SEMCO 2'x6' LOOKOUTER 24'oc. ALL DINEN51ON$ WITH ARCHITECTURAL DUKES.
1 USING 13 FACTOR1,33�LB�I C 129 LBSLT BUCfGE T D E T,4 f L 5G FTENEGDAN ASDW/ '
EE .................... ..
SCALE: N.T.S. 5-8 4-Sd NILS 2'x6' BLOCKING BETWEEN
ALL OUTLOOKERS - FASTEN B U C K E T
i•i�� BUCKET SPECIFIC,4TION: (4) 3/4' DIAM. x I' LONG J BOLTS EAGH END W/2-16d NAILS DETAIL
L
W/ 3' HOOK. 9 ROOF TRU55 ANCHOR LEGEND
_ 0 PROVIDE 2'x4' BLOCKING 0 2'x8' STRUCTURAL
- ALL 3/4' DIAM.TU�RI1 BOLTS TO BE ASTM A325. ALL PLYWOOD SEAMS, 48' BACK FASCIA W/2-16d NAILS SCALE: N.T.5. 5-5 DATE: 7/28/2000
- ALL 1/4 STEEL PLATES t0 BE ASTM A36. $' OF GABLE END.NAIL SEAM w/ 10d AT EACH OUTLOOKER ACTUAL
- ALL SPECIFIED MATERIALS ABOVE TO BE EQUAL o O HUGHES OTC STRAP w/9-100 x 1-1/2' TO TRUSS 4 10d x 1.1/2' TO SEAT PLATE
OR BETTER 4'oc. EA.SIDE OF SEAM. UPLIFT 1 DRAWN BY: A. D.
4' , 3/4. 8x12 CONTINUOUS STRAP CAPACITY 1365'(DADE APPROVAL "98-011103)
- 1/4' FILLET WELD ALL AROUND FOR ALL PLATE CONNECTIONS. � ---, CONCRETE RAKE BEAM. "
41 p p - ALL BOLT HOLES TO BE 11W DIAM.FOR 3/4' DIAM.BOLTS. w N !2` � ? . CHECKED BY: C. D.
�� � ONE HUGHES OTC STRAP w/9-10 x 1/2' NAILS TO TRUSS PLUS ONE HUGHES
12� w 2 TA 20 TRUSS ANCHOR w/8-10G x 1-1/2' CAPACITY FOR CONNECTION
12. BUCKET UPLIFT CAPACITY FOR TWO MEMBER � REQUIRED O SCALE: 1/4" = U'-0"
FROM NOS TABLE 838,ONE 3/4' DIAM, THRU BOLT IN 1365 + 1335 = 2100•
- DOUBLE SNEAREQUALS: ANCHOR
4'3/ LOAD PERPENDICULAR TO GRAIN = 1,330 L55 HUGHES RT 18112 w/14-10d NAILS UPLIFT CAPACITY 1126"
4' A' LOAD PARALLEL TO GRAIN = 2,550 LBS TYP. B/E ■ BOTH ENDS OF TRUSS O3 (DADE APPROVAL •98-011103)
40 - WITH SHORT DURATION LOAD FACTOR CD=133 1/4' !3 8'x8'xl6' CONCRETE MASONRY UNO = UNLESS NOTED OTHERWISE SHEET
USING 1.3 FACTOR1,330 LBS x 1.3 = 1,129 LB$BOLT G = GRAVITY LOAD
TYP = TYPICAL O SEMCO THOS 26 w/ 18-16d NAILS TO LEDGER AND 14 10d x 1-1/2' NAILS
tYP. TO TRUSS.CAPACITY G=23350 U=1285"(DADE APPROVAL "95-0818.15)
I/4' ��// I/4' LATERAL BRACE
STEEL COLUMN BUC<E T DETAIL ATTA X- tB-1 SIMPSON HURRICANE I NI w/4- AI
4 STEEL COLUMN CN BRACING w/SEMCO FRAMING ANGLE, O E CL P w/4-8d NAILS
4 x 4 x 1/4 CONCRETE'FILLED CLP a7TACNED O GONC.B BLOCK T Y i�I C A L GAB L E END DETAIL A T 5 CAPACITY (U=490•)(DADE APPROVAL 091-010105)
SCALE: N.T.S. 5-8 � OF SHEETS
STEEL COLUMN G�i=' DETAIL w/ 1/4 DIAM,x 3-1/2 TAPCONS iv 16 oc. pC C Q //�� SEMCO THOS 26 (D)w/(6)1/4 DIAM.TAPCONS x 3-1/1 LONG TO
6 (TYPICAL) CONCRETE fRA<E BEAM � 60 MASONRY WALL AND 14 10d x 1-1/2' NAILS TO TRUSS.
SCALE: N.T.S. S-8 SCALE: N.T.S. g_8 CAPACITY G=2645•U=2215"(DADE APPROVAL "95-0818.150 PROJECT No.:
CADD FILE: