10-285-022-- 1 . -I
U= 1.5k
SEE NOTE 5)
G =5.G K
U =5.3 K
ccc i it>i ic_r r�nini
5EE UPLIFT CONN.
TYPICAL ON 5 -4
/8" x 4" WIDE GALV. BENT PL
W/ 3/4" 0 x 4%211
HILTI KWIK 3 EXP BOLTS.
k1ffl1 iMmRITIMLTAI1\WIIIIIIIIIIIIr1111FAM\
SCALE. 1/4"= 1'-0"
I' /2" . 5� t I. ° 5� 12 1
/K2
GIRDER
DETAIL 11 A / S -2 "
SCALE : 1/2"= P-0"
CONC. BEAM
3/8" x 4" GALV. BENT PL
W /(2) 3/4" O x 4%2" EXP.B0LT5
HILT[ KWIK 3 EXP BOLTS
AND (3) 5/8" O THRU B0LT5.
TRUSS MANUFACTURER NOTES:
TRUSSES AND ITS CONNECTION TO TRUSSES SHALL
BE DESIGNED BY FLORIDA REG15TEUD DELEGATED
ENGINEER, THE SHOP DRAWINGS SHALL BE PREPAREI
UNDER HIS SUPERVISION AND SUMITTED TO THE
ENGINEER OF RECORD FOR APPROVAL PRIOR TO
FABRICATION.
IN ADDITION TO THE 5PECIFIED DE51GN LOADS,
TRUSSES MUST BE DESIGNED FOR AN ADDITIONAL
200 LBS LOAD IN BOTTOM CHORD PANEL POINTS
AS PER FBC R 4403.4.3.
TRUSS SPECIALTY ENGINEER PLEASE NOTE THAT
OVERSTRESSING OF WOOD FOR WIND DESIGN
15 ALLOWED BUT NOT THE OVER5TRE55ED TRUSS
METAL PLATES.
CANTILEVER TOP BARS
0.33 (L -1)
OR NTILEVER "L"
WHICUS R IS GREAT R
CONTI TOP BAR
CANTILEVER "L"
NOTE:
WHERE NECESSARY CONT. TOP BARS
SHALL BE LAPPED 48 BAR DIAM. IN
MIDDLE 1/3 OF SPAN
ROOF STRUCTURAL NOTES:
1). - 2" x G" CONTINUOS BOTTOM CHORD BRACING AT 8' -0" MAX
W12 -1 Gd NAILS @ EACH INTERSECTING POINT.
2). - (2) 2 "x 8" PT LEDGER W/ Y4 "O x 5" EMBEDMENT HILTI KWIK3
EXP. BOLTS @ 18" O.C.
3). - ROOF DESIGN LOADS:
LIVE LOAD = 30 P.5.17,
S.I. DEAD LOAD = 20 P.5.F.
NET UPLIFTS:
ZONE O = 43 P.S.F.
ZONE 2O = 52 P.S.F.
ZONE Q3 = 52 P.S.F.
4). - ROOF SHEATHING DECK BE Ye" CDX EXTERIOR PLYWOOD
WITH I Od SHANKED NAILS @ G" ox AT EDGES AND INTERIOR
SUPPORTS, EXCEPT ALONG GABLE ENDS USE I Old @ 4" ox
AL50 ON INDICATE HATCHED AREAS USE 2 "x 4" BLOCKING
AT PLYWOOD UNSUPPORTED EDGES SEE DETAIL ON 5 -4
5). - ALL TRU55E5 5HALL BE ANCHORED WITH NU -VUE NVHTAI4 DOUBLE STRAP
WITH G -I OD NAILS THRU SEAT PLATE AND G- I OD NAILS THRU EACH STRAP, U.O.N.
NOA. # 08- 0325.02
G).- 2" x 1 2" STAGGERED BLOCKING AT MID5PAN Wl (3) 1 Gd TOE NAILS.
7). - 2" x 12" BLOCKING @ 2' -0" W/ NU -VUE NVJH 28 HANGERS
WI 7-10 d x 112" TO JOIST AND 14 -1 Od x 112" TO LEDGER
(H OA. 08- 028.02)
8). - 2" x G" CRO55 BRACING @ 4' -0" o.c W/ 2-1 G d TOE NAILS.
9).- 3" x 12" PT LEDGER W1 a' O x 5" EMBEDMENT HILTI KWIK 3
EXP. BOLTS @ 12" ox
L — BOTTOM BARS
EMBED 12 BAR DIAM.
G" MIN. " L- 1 "
0.33 (L- 1)
COLUMN L 0.33 (L -2)
'HICHEVER
IS
GREATER
SIZE
E" BARS
#3 TIES
CONCRETE BEAM DIAGRAM
SCALE: N .T.S.
G" MIN.
LEFT OR RIGHT STD. 90— NOOKS
"C" BARS
WOMAN
CONTINUOUS "I" BAR:
EMBED 12 BAR DIAM
BEAM SCHEDULE
MARK
ELEVATION.
SIZE
REINFORCEMENT
#3 TIES
REMARKS
BOTT
TOP
TB
VARIE5
8" x 1211
2# 5
2# 5
4@ 12" E.E.
BAL. @ 48"
ADD 2 #5 x 3 E.W.
CORNER 5AR5
TB -1
+151-211
8" x 21 "
2 # 5
2 # 5
4 @ 12" E.E.
BAL. @ 48"
ADD 2 #5 x 30" E.W.
CORNER BARS
RB- I
+9' -G"
I G" x 12"
3# 5
3# 5
@ G"
�
R5-2
+101-01,
8" x 24"
2 # G
2 # G
@ 10"
2 # 5 INTERMEDIATE
RB -3
+ 111-411
8" x I G"
2 # G
2 # G
@ G"
a
RB -4
+ 1 1' -4"
8" x I G"
2# 7
2# 7
@ 7"
R5-5
+ 10' -0"
8" x 24"
2 # 5
2#5
@ 10"
2 # 5 INTERMEDIATE
R15-G
+ 10' -0"
8" x 24"
2 # G
2 # G
@ 10"
2 # 5 INTERMEDIATE
R15-7
VARIE5
8" x 12"
2 # G
2 # G
@ G"
R15-8
+ I G' -2"
8" x 30"
2 # G
2#G
@ 10"
ARCH BEAM
4 # 5 INTERMEDIATE
RB-9
VAR1E5
8" x 12"
2 # G
2 # G
@ G"
R6 -10
± 15' -2"
8" x 21 "
2 # 5
2 # 5
@ 10"
2 # 5 INTERMEDIATE
RB- 11
VARIE5
8" x 12"
2# G
2#G
@ G"
ROOFING DIAGRAM PRESSURES (PS
SCALE: N.T.S.
CLASSIFICATION
ZONE I
ZONE 2
ZONE 3
ROOFING
-50 p5f
-58 p5f
-58 p5f
ABRAHAM ARVELO. P.E.'
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ISSUANCES
DATE TTTTE
10/08/06 SITE PLAN APPROVAL
P&Z COMMENTS
BID
P);ZHM1T
CONSTRUCTION
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AS NOTED
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ABRAHAM ARVELO. P.E.'
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ARVELO AND ASSOCIATES, INC. '�G
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STRUCTURAL ENGINEERS
ra �
4848 SW 74th CT., MIAMI, FL" ;
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(305) 667 -7828
Q,
CERTIFICATE# EB-0007321
o
O
4
ISSUANCES
DATE TTTTE
10/08/06 SITE PLAN APPROVAL
P&Z COMMENTS
BID
P);ZHM1T
CONSTRUCTION
THE USE OF THESE PLANS AND SPECIP-
ICLTIONS SHALL BE RESTRICM TO THE
ORIC1NAL SRS FOR ■HICH THEY WERE
PREPARED AND PUBLICATION THEREOF DI
Expla 3LV Umm TO SUCH USE.
REPRODUCIION, PUBLICATION OR RE -USE
BY ANY METHOD, IN THOLE OR IN PART,
1IIHOUT EaR888 ■MIITBN CONSENT BY
THE ARCHITECT IS STRICTLY PIED.
TRIE TO THE PLANS AND SPENMOONS
REYAM 11111TH THE ARCffiTECI' TMUT
PREJUDICE. VWAL CONTACT 11TR THESE
PLANS AND SP1XUr4TMNS MAIL
COMMUTE PRIMA FASCM ZYMENCE OF
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THE USE OF THESE PLANS AND SPECIP-
ICLTIONS SHALL BE RESTRICM TO THE
ORIC1NAL SRS FOR ■HICH THEY WERE
PREPARED AND PUBLICATION THEREOF DI
Expla 3LV Umm TO SUCH USE.
REPRODUCIION, PUBLICATION OR RE -USE
BY ANY METHOD, IN THOLE OR IN PART,
1IIHOUT EaR888 ■MIITBN CONSENT BY
THE ARCHITECT IS STRICTLY PIED.
TRIE TO THE PLANS AND SPENMOONS
REYAM 11111TH THE ARCffiTECI' TMUT
PREJUDICE. VWAL CONTACT 11TR THESE
PLANS AND SP1XUr4TMNS MAIL
COMMUTE PRIMA FASCM ZYMENCE OF
THE ACCEPTANCE OF THESE RESMCTIONS.
DRAWN BY
SCALE
WLC
AS NOTED
CHECKED BY
DATE
WLC
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DRAWN BY
SCALE
WLC
AS NOTED
CHECKED BY
DATE
WLC
12.01.09
SHEET NUMBER
S-2
C: \Aambardella