00-0496-038 REVISIONS:
I
Q J
14 0 W-1119 -1 FOR Q HUGHES pG STRAP w/5-100 X`141' DADE ca1�Y 9-�-�
O O TO TRUSS 4 10d x I SEAT PLATE
050
FOR FLOOR GIRDERS RS TRUSSES USE 11110 CONCRETE 5EAM SCHEDULE
F HUGHES OTC STRAP w/S-IOD x I-1/2' ,EA
J J TO TRUSS 4 Wd x 1-1/2' TO SEAT PLATE REINFORCEMENTS
I r w j6
73 1 � LOCK DIAPHRAM=8'-0'
BLOCK DIAPHRAM = 15'-0' 0 1 3/4' PLYWOOD DIAPHRAGM w/ 10d NAILS • 6' oc. '-- !1 6 •3 STIRRJPS REMARKS
• MT.SUPPORTS AND 4 or.AT PANEL
_l w/ 10d NAILS a 3' o.c. w/ 10d NAILS a 3' o.c. ; }- 2nd FLOOR EDGES,EDGE BLOCKING 2' NOMINAL p p
Lim, 51'-10" - U ELEV.= +�-0 PLYWOOD SHALL BE GLUED W/ADHESIVES
1 w Q,qC}{ SIDE OF OPENINCs. MEETING REGIUIREMENTO OF AFG-01 (TYPICAL).
j ADD ? "'1 REIN. BARB T5-1 A 9'-8' as 12' 2-5 - 2-5 - SEE NOTES BELOW 1.4
3'-4' lro'-�o' (0'-3' 5'-2' 3'-3' 3'-10" 3'-S" '-�o" 3'-g' 1 t0.TIE BEAM - - W
ELEV.■
A.41 � O TB-2 A 18'-0' 8' 12' 2-5 2-5 SEE NOTES BELOW 0 I Lu
d J. Lu 2 PREFAB ENG.WOOD p o � RB A VAR be 12' 2-5 2-5 - SEE NOTES BELOW I
- � 1 TB-1 TRUSSES • 24 oc. � -
i 8' ABOVE � � � � aBOVE ABOVE ! � o �
1 B-4 TB-I B-4 B-4 `V B-I B 9'-8' as 36' 2-5 4-5 2-01 • IZ' OG
% B-2 B 9'-8' as 16' 2-5 - 2-r1 • 6' Oil.
PROVIDE 2x4 PT BLOCKING BETWEEN G�
fill.- EACH TRUSSES.FASTEN BLOCKING
T BELOW T t -BELOW BELOW t w/(3)3/16' DIAM.TAPCONS x 3-1/2' La t0 CMIJ B-3 B 9'-8' 8' 20' 2-5 2-5 2-fT • 8' or,I I I I AND (2)10d NAILS TOE NAILED • EACH ENDS._ 1 m 5-4 B 9'-8' 8' >?' 2-5 - 2-5 • 4-112' OG. i �+
_ i _ _S _ i _ WOOD FLOOR CONNECTION
' I
j p0'�I e± III E ooR ' 750 (PERPENDICULAR TO llU,4L L ) 1 O Z
1 _ 1 _ I ORDER I _ 1 _ I _ I T SCALE: N.T.S. S-5 • • �z.� ' "'
I i SCI T 8GI T 1 A T I W
I I O
j W 1 I I ' W PERIMETER NAILING • • Q'i
1 _ .fi -i - a.. - —U-1-� - WAVE
- + a1 ABOVE 16d NAILS • Yor- W �,
I G■5365w I
Cs 13A « I j TB-1 2X10 PT WOOD LEDGER ATTACHED t0 CONCRETE TIE 7YPE-A TYPE-B
0 I I I I 0 WA12' DIAM X b5' LONG EXPANSION ANCHOR•12' OC MM EM O
re O
I 18 4 I I 0 a
N I I I w I I BELOW I � eEFBL IB Wd NAILS • 6'o - ELEEV�.= +10'-0'
I - I _ INT.SUPPORTS AM 15 w
- --T (TYPICAL) CONCRETE BEAM NOTES: �� Q
I I W_ I I I TO.TIE BEAM
w I I I I W I I I 1 I I I I O ELEv.• •9'-8' 0
_ _ _� - (L O 1. ARCHITECT t0 REVIEW AND APPROVE �� O
w -1 w ALL BEAM ELEVATIONS AND BEAM DEPTHS.
TUBS �ACTURER TO PIROVIDE V 2nd FLOOR I I p T5-1 2. TIE BEAMS SHALL HAVE (4) 03 TIES AT 12'o.c. W
T 9P CHORD BEARINds GI OL ELEV.- «m -m _ I _ I _ _ ___ 0 � U�
_ t w TI�Ig LOd4TION �� _ I _ _ I _ _ O AT ALL CORNERS, EA. WAY, AND 48'o,c. REMAINDER
I I I I I O -� —T do. r--,---r- 3. PROVIDE (2) 05 x 60' CORNER BARS, w �J
I G■3480 � � � � I 1 ?'x4' -B CE � U� c2 �
I 1 I BENT 30 EACH WAY w ALL CORNERS. O
2'xb' LATERAL BRACING • b'- oa C�
2' 6' PT NAILS w/2-10d NAILS EA z
w/ 3 16'OAI x 3�12ONC:. i i S 5 III III G■�B�M 1 i GENERAL TRU55 AND WOOD NOTE5
_ I _ - I - - —t - - —T - - - - —t - W/(2R�IDXE 3x4' LONG DIAM BLOCKING ATTAC14ED TAPCON SCREWS MIN O 4' � Q
_I— B-2 I SGI SGI I I I I S-5 REFER t0 TRUSS ENGINEERING PLANS FOR EXACT TRUSS LOCATIONS
I 1 I I _ _ 2'x_4' LATE_ _B_ _E ALL GIRDER TRUSSES SHALL AT A MINIMUM HAVE 2 p 5 FILLED CELL �
—1 —i I -� ti b'-�orc. l�IAx T- WOOD FLOOR CONNECTION DIRECTLY BENEATH THE GIRDER TRUSS SHOULD THERE BE A DISCREPANCY �
O I 3 I I I I /� //�� WALL/� I BETWEEN THE TRUSS ENGINEERING DRAWING AND ARCHITECTURAL DRAWING
45 w 10' o. c. BTM. -0 - 6-5 I _ I _ I - I (PARALLEL �O WAL.L.
C' F_ 2 THE TRUSS ENGINEERING DRAWING GOVERNS AND NOTIFY ARCHITECT IMMEDIATELY.
• ' o. c. TOP. w/ STD. CI I ABIDVE 1 4 I SCALE: N.TS. S-5 IT IS YOUR RESPONSIBILITY t0 NOTIFY THE ARCHITECT IN WRITING
•
m 1B-I ABOVE m 0 -I I 300 I I I I AND GRAPHIC FORM ANY CHANGES AND MODIFICATIONS FROM
ARCHITECTURAL LAYOUT. FAILURE TO DO 80 SHALL VOID OUR
-a IIIIIIII 1 ,gBOyE I 8_B I 1 (4(3/4' DIAM. x 1' LONG J BOLTS APPROVAL OF THE TRUSS ENGINEERING PACKAGE. TRUSS ►n
8F8-B BEL I 8_4 I OW 1 I w/ 3' HOOK. CO
MANUFACTURER SHALL ALSO LABEL ALL LOADS AND UPLIFTS ON ! � cM CO
PRELIMINARY DRAWINGS SENT TO OUR OFFICE. I
Gl 04 w 12' o. c. MP. 8F8-IB v B_4 a B-I CI B-I CI 8' CO d
O 6 tWt SL - _ _ _ O O ALL TRUSS TO TRUSS CONNECTIONS SHALL BE THE RESPONSIBILI aF THE w w
BELOW
_
It 3/4' SPECIALTY ENGINEER BUt At A MIN. ALL CONNECTIONS SHALL CAPABLE � �
05 • 12' . c. TOP SCI SCI 400 750 OF WITHSTANDING A UPLIFT LOAD OF 150 LBO.
w/ STD. CI HOOK 3' 2' Pt WOOD BEAM 1 2 WOOD IN CONTACT WITH CONCRETE OR MASONRY, AND t OTHER LOCATIONS AS Z a Z
SHOWN ON STRUCTURAL DRAWINGS, SHALL BE PRO TED OR PRESSURE TREATED 0 - �
4'-1' 4'-0' 3'-8" 4'-5' 4'-5' '-I' 3'-3' -1' 3'-�o' S'-0" '-4" 8'-0` ;1-4" IN ACCORDANCE WITH AITC-109.MEMBER SIXES ARE NORMAL UNLESS NOTED Z I U2 G=,,
19/32' EXTERIOR GRADE W
IN EACH SIDE OF OPENING. U=500 8 300 PLYWOOD SHEATHING NAILED �' 1/4' 8' OTHERWISE. a � A
ADD 2 +'i REINF. BARS G■400 S-5 5I� o I0d PLYWOOD ROOF, WALL AND CEILING sHEA M ARE DESIGNED AS DIAPHRAGMS d A
AND SHALL COMPLY WITH THE APP'LIC LE PROVISIONS OF CHAPTER 29 OF THE P z 0 cQ
(2) 2'x8' PT WOOD LEDGER ANCHORED TYP. SOUTH FLORIDA BUILDING CODE, ESS NOTED OTHERWISE ON THESE DRAWINGS. ko
TO CONCRETE BEAM w/ 1/2' DIAM. 1/4 w v � UZ N
EXPANSION ANCHORS w 16' ac. ALL STRUCTURAL LUMBER t0 SOUTHERN PINE NO. OR BETTER � H I+
AN - 0�,�-�eL. MODEL BENDING STRESS,Fb = 1,2 I (MINIMUq'1) O �, O � �
SECOND FLOOR FRAMING ING PL. ROYAL xU 1 N YOUMGs MODULUS,E = 00 00 PSI � � 0 ^
3, SCALE: 1/4' ■ 1'-0' CONCRETE FILLED
BRACING NOTES:
VERIFY ION WITH
BUCKET 51 E C I F I G AT I ON: �- ' FOR R 5 I E E L. C O L.UMN CAF D E T f-''�I L. 1. CROSS B ING SHOULD BE LOCATED AT NO MORE THAN 5'-0'o c.
5' �' REPE D At EACH END OF BUILDING AND AT 20'-0' INTERVALS.
3 R
- ALL 3/4' DIAM.TI ft BOLTS t0 BE ASTM A325. b'
- ALL U4' STEEL PLATES t0 BE AOTM A36. SCALE: N.T.B. 8-5 •r :- ''
. 2. BO OM CHORD LATERAL BRACING SHOULD BE LOCATED AT NO MORE
3 3 3 3 3' 3. .
- ALL SPECIFIED MATERIALS ABOVE t0 BE EQUAL A J 6 -0 or_ BOTTOM CHORD LATERAL BRACING SHOULD BE CLOSE
OR BETTER t0 THE 50TTOM CHORD PANEL POINTS WHEREVER REQUIRED BRACE
4' - U4'FILLET WELD ALL AROUND FOR ALL PLATE CONNECTIONS. Y i' BUCKS T 5PE C I F I CATION: :o jf
- ALL BOLT HOLES TO BE 1/8' DIAM.FOR 3/4' DIRK BOLTS.
SPACING PERMITS. k r
BUCKET UPLIFT CAPACITY FOR TWO MEMBER T M '� �� - ALL 3/4' DIAM.THRU BOLTS t0 BE AOTM A325. 3. CONTINUITY BOTTOM CHORD LATERAL BRACING SHOULD BE CONTINUOUS
- FROM NOS TABLE 838,ONE 3/4' DIRK THRU BOL .r .r - ALL V4' STEEL PLATES TO BE ASTM A36.
4 _ DOUBLE S EAREQUA.g: - ALL SPECIFIED MATERIALS ABOVE TO BE EQUAL FROM ONE END OF THE BUILDING TO THE OTHER AND SHOULD OVERLAP
LOAD PERPENDICULAR t0 GRAIN ■ 1,330 LBS __ OR BETTER At LEAST ONE TRUSS SPACE FOR CONTINUITY.USE MIN.2'x4' GRADE
4' V4' LOAD PARALLEL t0 GRAM ■ 2,550 LBO - V4' FILLET WELD ALL AROUND FOR ALL PLATE CONNECTIONS. MARKED LUMBER NAILED WITH A MIN. TWO 16d NAILS, IN ACCORDANCE
- WITH SHORT DURATION LOAD FACTOR CO.133 Q 0 - ALL BOLT HOLES TO BE 1/8' DIAM.FOR 3/4' DIAM.BOLT$. WITH NOS CRITERIA, At EACH CONNECTION INCLUDING INTERMEDIATE
USING L3 FACTOR,1330 LB5 x L3 ■ 1,129 LBO/BOLT EXPANSION 8OLTO TO HILTI KWK BOLT 11. 1 41 BUCKET UPLIFT CAPACITY FOR TWO MEMBER
Bp(OLL��TggO 0 AS TRUSSES.
A 2 0 0 - FROM NOS TABLE 838,ONE 3/4' DIAM. THRU BOLT IN
r�
STEEL COLUMN IED MATERIALS g1 fft BE EQUAL OR BETTER �, 4 - DOUBLE SHEAREQUALS: 4. BLOCK ALL PLYWOOD SEAMS WITH 2' X 4' (LAID FLAT)WITH 8D NAIL$ • 4'o.a.
4' x 4' x V4' p - V4'FILLET WELD FOR ALL PLATE CONNECTIONS. LOAD PERPENDICULAR TO GRAM ■ 1,330 L58
- ALL BOLT HOLES TO BE 1/8' DIRK FOR 3/4' DIRK BOLTS. 4' LOAD PARALLEL TO GRAM ■ 2¢50 LSS AS SHOIII ON ROOF FRAMING PLAN.
' I �/ /� - USE PLYWOOD��F,,IIqLy�L�ERS WHEN REEQQUIRED..���� gp�
5UCKE T DETAIL. 3 - ALLOWABLEIN FILLED�RY = CLBI.�/BOgIpTL�t IMM EMBEDMENT 4-I/2') 4: �' USING ACTOR1330 LBO x L3 1,129 LB83/BOLT SEAL:
SCALE: N.TS. $_5 - ALL0111.4BLEsRAI YPp = 3LBS/BOI_T(MIN.EMBEDMENT 4-V2') 4'
BUCKET UPLIFT CAPACITY FOR_TWWO MEMBER NOTE:
4.3/41 - FROM N05 TABLE 838,ONE 3/4 D THRU BOLT M V4' Q ATT PT WOOD NAILER
DOUBLE gNE,4R,EQUAI,S; ATTACHED /� C:ON1'R,4GTOR SHALL COORDINATE AND VERIFY
�O� P��I t GRAM �M = �3�LBO I BLOCK w/ I/4' DIAM.T ALL DIMENSIONS WITH ARCHITECTURAL OW�sS.
pO P L O �� 2350 ST4EEX 4COLlJ"N • 12' o a x 3-U/2' LONG.
%TktS QT33'0 L O x RC-1,129 LBi&T
BUCKET 5PECIFICATION: 5UCKET DETAIL 8 R OF TRU55 ANCHOR L EGEND ooD
0 - ALL 3/4'gDIAML Tl ft BOLO TOE A�A325. 5UCKE T DETAIL. 5 SCALE: N.T.S. s-5 DATE: 7/28/2
� - ALL U PEEL PLATE BE ACTUAL
�IJC•d-ES DtC STRM w/9-10D x I-V2' t0 TRUSS 4 10d x 1-I/2' TO SEAL PLATE DRAWN BY: A. D.
- ALL SPECIFIED MATERIALS ABOVE TO BE EQUAL SCALE: N.TS. S-5 PROVIDE 2-16 NAILS UP- O STRAP CAPACITY 1365 IDADE APPROVAL r98-0111 3)
4' OR BETTER
- V4' FILLET WELD ALL AROUND FOR ALL PLATE CONNECTIONS. •EACH CtION TYP CHECKED BY: C. D.
- ALL BOLL HOl.E8 TO BE 1/8' DIAM.FOR 3/4' DIAM 80Lt8. � ONE HUGHES DTC STRAP w/9-0 x 1/2'NAILS t0 TRUSS PLUS ONE I�lXxl-ES
BUCKET UPLIFT CAPACITY FOR TWO MEMBER 2 TA 20 TRUSS ANCHOR w/8-10C x 1-0' CAPACITY FOR CONNECTION
4' - FROM NDS TABLE PA ONE 3R SIAM. THRU BOLT M REQUIRED SCALE: 1/d" = 1'-D"
loo 1365 +1335 = 2100
2'x4' LATERAL t .TIE BEAM B/E ■ BOTH ENDS OF TRUSS HUGHES RT 18112 w/ 14-10d NAILS UPLIFT CAPACITY 1126*
- DOUBLE SHEAREQUAI.S: IDADE APPROVAL +'98-01113)
4 UNO ■ UNLESS NOTED OTHERWI SHEET
• LOAD PERPENDICULAR to GRAM = 1330 LBO LEv.■ +9'-8'
3�4' LOAD PARALLEL TO GRAM = 2,550 LBO 2'x4' PT WOOD NAILER AT SAM G ■ GRAVITY LOAD S 26 w/IS-Ibd NAILS TO LEDGER AND 14 10d x I-1/2'NAILS
WITH SHORT DURATION LOAD FACTOR CD=133
USING 13 FACTOR1330 LBO x L3 ■ 1,125 L56/50LT ELEVATION AS TRUSS 50TT TB-I TYP = TYPICAL O SEhCO THO
CHORD ATTACH TO MASONRY TO TRUSS.CAPACITY G=23350 U=1285'(DADE APPROVAL +55-0818.15)
V4' w/3/16' DIAM.x 3-1/2' L S - 5
STEEL COLU TAPCONS • 16' �c. 5 SIMPSON HURRICANE CLIP NI w/4-8d NAILS
CAPACITY (U=4900)(DADE APPROVAL 091-010105)
4' x4' x1/4' 15UCKET DETAIL. SHEETSJ
4 OF
BcaLE: N.TS. g_5 S�CT I ON sEMCO THOS 26 (D)w/(6)V4' DIAM.TAPCONS x 3-In' LONG t0
1 MASONRY WALL AND 1410d x 1-1/2' NAILS TO TRUSS.
CAPACITY G=26450 U=22150(DADE APPROVAL 095-0818.15) PROJECT No.:
SCALE: N.TS. S-5
CADD FILE: