PL-04-329_Plans ROOF WIND LOAD CRITERIA
TRUSS LOADING CONDITIONS DIST. FROM OCEANLINE 1.0 Mi.
TOP CHORD LIVE: 30 EXPOSURE CATEGORY C
TOP CHORD DEAD: 15 BLDG. CATEGORY I I
BOTTOM CHORD LIVE: 0 WIND SPEED 146 M.P.H
BOTTOM CHORD DEAD: 10 WALL HEIGHT AS SF'OWN
STRESS INCREASE: 1-U DEAD LOAD 10 P. S.F.
ASCE- 711- 2 E NCLOSE D
MEAN HGT. 15_d BLDG. TYPE
WIND DURATION 1.3�
NOTES
# #3
HIP GIRDER 1 FOR HANGER CONNECTIONS, REFER TO hANGEP
DETAIL SHEETS ATTACHED, IF APPLICAE'LE.
SIDE JACK ¢ 2. FOR BRACING ON WEBS AND COMPRESSION REFFR
1 -0 11 #2 TO ENGINEERING SHEETS.
z
° 3. FOR HANGERS SHOWN ON ROOF LAYOUT, REFER
a o TO HANGER DETAIL SHEETS ATTACHED IN
w r „ w r _ r,
" ENGINEERING PACKAGE.
- V 4. FIELD BRACING IS NOT THE RESPONSIBILITY
OF THE TRUSS FABRICATOR. PERSONS ERECTING
TRUSSES �M �I v�4 TYPICAL HIP CONNECTION DETAIL SIONAL ADVICE REGARDING ERECTION BRACING
pd r WHICH IS ALWAYS REQUIRED TO PREVENT
REFER TO ENGINEERING PACKAGE FOR TOPPLING AND DOMINOING DURING ERECTION,
DETAILED ATTACHMENT & N.O.A AND PERMANENT BRACING WHICH MAY BE REQUIRED
i IN SPECIFIC APPLICATIONS.
-I GIPLIES� I N A
TRU
TRASGHT AND PLUMB POSIT
TRUSSES SHALL BE HANDLED WITH REASON -
NUMBERING SYSTEM ABLE CARE DURING ERECTION TO PREVENT
N 3 G�PLIES DIMENSIONS SHOWN FEET INCHES - SIXTEENTHS DAMAGE.
i 1 m 5. CONTRACTOR OR OWNER MUST SCAB
�r N ANY TRUSSES AS REQUIRED AND
p SPECIFIED ON ENGINEERING SHEETS.
m P I
k 6. CONTRACTOR OR OWNER IS ADVISED TO
rib `
A8t SEEK PROFESSIONAL ADVICE BEFORE
RA PLIE = i APPROVING THIS LAYOUT.
C.o c% a I 7. DO NOT CUT OR ALTER TRUSSES.
IKI DECO WILL NOT HONOR BACK CHARGES
UNLESS AUTHORIZED BY THIS OFFICE.
8, TRUSSES MAY NOT BE SYMETRICAL.
ALWAYS REFER TO ENG. SHEETS
w > WHEN ERECTING TRUSSES!
r n 0- W 5 1 -0 10
� O
Date
Signature
I UT[
SNou.tnn 3bi aNV Sena AiNnoo GNd 3 VII
lVa243. ?lV Hl' �DNVIIdWOD C311D3f 8f1S LAN N THIS APPROvED DRAWING Tt�
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CANT. CONSULTING ENGINEERS
',is submittal has been reviewed for conformance with desigx,
-cept and information given in contract documents. Accuracy
TYPICAL CANT. DETAIL pleteness, dimensions quantities, safet precautions
N.T.S. 'truction ;?jeans and r7 ; ti ^aC sequence :,,f oti� W
i:ae. 'r i ;i �• Ind pertormBnce of Sys—wills rer' " 'awI � C
ell
the resporlsibility of the contractor. �a
r
No exceptions taken 0 Rejected � I
man
I
[ Make currect' ns noted C) Revise and Resubrni' I
, I
J
- - - --- 6- 6 3..r*
R e !cvrrr Sa�w��i.at No, Data?
TRUSS COMPANY, 11RC, I
13980 S.W. 252 St.- Princeton, FL 33032
Phone (305) 257 -1910 I
_ e A -
TRUSS PLACEMENT PLAN ALL SPACING 24" O.C. APPROVED AS NOTED:
ADDITION FOR: BURNSIDE
SCALE: 3/16 = 1' — 0" UNLESS OTHERWISE NOTED 1. MURRICANE STRAP, WALLS, AND FOUNDATIONS 4. ® JOB SITE FRAMING MUST BE APPROVED BY OTHERS. I 290 N.E 98 ST., MIAMI SHORES FL
MUST BE CAPABLE OF WITHSTANDING
UPLIFT AS SHOWN ON ENG. DRAWINGS & F.B.C. 5. O LEDGER DESIGN AND CONNECTIONS MUST BE APPROVED
FOR DRYWALL CONSTRUCTION REFER TO ARCHITECT or TRUSSES MUST NOT BEAR 2. ADDITIONAL STRAPS OR OTHER CONNECTIONS ARE BY OTHERS. (ARCO CONSTRUCTION CORP.)
WITHOUT STRIPPING, CONTRACTOR ENGINEER FOR COMPLETE ON ANY INTERIOR WALL EQ 'D IN ADDITION TO STANDARD CONNECTION 6. CD RECTION SUPERVISION IS REQUIRED. / v
MAHMOUD ZOLFAGHARI, P.E. CC # nP 3nI I NAME: MARIO ESPINEIRA
TO PROVIDE 2X4 CONTINUOUS TIE DOWN PROVISIONS OR PARTITION UNLESS WITHSTAND UPLIFT AS SHOWN ON 7. ED EXISTING TRUSSES MUST BE CAPABLE OF WITHSTANDING `� 36921 PLAN No. DRAWN BY DATE
LATERAL BRACING AS PER FOR TIE BEAM ENGINEERING DRAWING AND F.B.C. ADDITIONAL LOAD DUE TO THE NEW TRUSSES. 0 " # WALL and DESIGNED FOR J TO 3901 S.W. 108 AVE.
ENGINEERING SHEETS. FOUNDATION CONDITIONS 3. ANY REPAIRS AT THE FIELD MUST BE APPROVED BY A. ® LOADING ON GIRDER TRUSSES MUST BE CHECKED AND MIAMI, FLORIDA 6059 JG. 07/09/07
I n VERIFIED BY ARCHITECT OR ENGINEER OF RECORD.
N (305)253-2428
A REGISTERED ENGINEER.
Edward A. -
1TV LA DERS P.E.
-• " CONSULTING ENGINEERS
'850 NW 146TH STREET, SUITE 509 MIAMI LAKES FL 33016
P.E. #038398
Ti -3938
305 .
Fax � 3051 823 823 -93
•
+50.2 +50.2
-67.2 -67 -2
+53.1
TB - 1 TB - 1
TC -2
TC -2
+53.1
--56-4 TC -2 TC -2
+50.7 VTC -2 FT -2
-56.7 -55.2 TC -2 TC -2 K� L I L
TB -2 V TB -2
EXI IN �E
� BEAM C TB -1 TC -2
j
TC 1
II I III I1 Il
T TC -2 -2
I s I I i "
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+49.0
I TC -1
-53.1
T -3 I I I ( I I TC -3
+46.7 +49.0 +46.7 +49.0 +49.0 +46.7 +50.2 +50.2 _ f_ _
I +50.7 -50.9 -53.1 -';0.9 -53.1 -53.1 -50.9 -54.4 • -54.4 EXISTING TIE +46.3
BE I
-55.2 AM -50.9
w '
o Or
EXIS i �t�tG TIE
- FOUNDATION
WF -16 -- WF -24
a s AST ELEVATION N OR TH ELEVATI OIL CALE: 1/4 "= 1' -0" !:, 1/4 "= 1' -0" '
Ito
ObSo
EXISTIN
B EAM
+50.2
TC -2
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+511_7 - e, .
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-61.1 1 _ a
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EXISTING -53.°
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TC -3 53.1 _
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EXISTING TIEX1S�1t�G
EXISTING FOUNDS.
F_LINDAJION TIO
_ W -24 W -24 W -24
PERMIT
SE
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WEST ELEVATION • � SOUTH ELEVATION DWG INFO.
3 4
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SCALE: 1 /4 = 1 - 0 SCALE- 1 /4 - 1 -0
• -
EDWARD A. LANDERS P.E.. Inc. HEREBY
RESERVE THEIR COPYRIGHTS TO THE IDEAS
AND DP.AW114GS S H O WN. THESE DRAWINGS ARE
TO BE USED FOR THE PROJECT STATED
ONLY AND SHALL NOT BE USED OR
REPRODUCED FOR ANY OTHER PURPOSE
WHATSOEVER WITHOUT THE EXPRESSED
WRITTEN CONSENT. CONTRACTORS SHALL
, GENER S NOTES WHATSOEVER
ALL DIMENSIONS AND SHALL NOT
i
RELY ON SCALED DIMENSIONS. NOTIFY THE
1. Genet a l ENGINEER OF ANY DISCREPANCIES PRIOR TO
COMMENCING WORK.
R. The Contractor shall field chock all dimensions on the structural drawings and verif y same on the
APPROVED BY DATE
architectural set. Architectural details such as; slab depressions, oraterproofmg. curbs,
mechanical openings. fascia framing and bracing steal# be tnstaticd as shown on the
architectural set. J.JJE.L 12 -14-03
F
'- W The Contractor• shall be reasonable for shoring and bracing -
to ensure safe working conditions at -- -
BEAM
STATEMENT all times. All construction shall conform to the, • A ida Building Code. -
-
S OIL S r +50.2 � TC _ 2
Z. e
Co
Rt'� tC
57.2
safe assumable bearing capacity of 2000psf. The Engineer shall certify
® t1 - 1-50.7
II -66.2
1. On site visual inspection has revealed sand and rock with a maximum A. Atl cast t •
!ace concrete in this job shall attain a minimum compressive strength (t c) at 28 days
�i � P•s
' oN
that the soil conditions are as described in the plans at the time of the . • >I3. Concrete work shall coaroan to all requirements of ACI 301 72• specifications for structural _
f�
J t 5�
tv
u , , , , , , f r r + r r rr;
I I concrete for building. •
foundation inspection. _
2. The licenced Architect or registered Professional Engineer of Record 3. RpInforeing lite
.- -� - �- -1 , -53.1 - NEW
shall submit to the City Inspector, at the time o con A. Reinforcing steel shalt be detailed and placed in accordance with AG 3113 -
6K-7- f construction, a signed TC -2 TC -2 ''STS
r y R�� lV tSi� �j�(- BACONY J
Letter attesting that the site was observed and th �♦
REV • DS� 2•o sos o0
e foundation conditions �3 TC -2 TC -2
upon R�ein�forcing steel shalt b. deformed bars conranning to ASTM A 615 grade 60. unless otherwise
OZ 4 S TB -1
are similar to those u on which the design is based.
3 Fill su Wir lab 'c shall conform A
TIN
rtin such stabs shall be compacted under the supervision of t
9 G All welded w e
rr STM A 185. i � XI
to E STING _ TIE
a Special Inspector d dens[ for all TB -1
� maximum tor to a minimum of 95 /o of m d ry de -
2404. C . p. Retnrorcin to be securel in i wi d -
ecified in Paragrap B EAM
#ayers, as verifie db 1`
StS S g y th stars and aocesssorrics Darin lacin of coacreta -
field densi to p t� g p g
y ty -
F_ All bottom bars v
. .. s h all bear 6 minimum m o er supporis. -
TC -1 I TC-3 I I TC -1 TC -1 Lo
4. 11410ututl} IGowrtte Oyer Ttelpforcipg: Minima Cover, n.
mA ea s
T
I I TC -2 M
A. Concrete against and permanently exposed to earth y -
&AJ MI" turt � 11
�.. rormed faces) g
1). Concrete exposed to earth or weather +49.0
-1 (formed faces) i
EXISTING TIE -53.1
a. 16 bars and larger 2 EAM_ +49.0 +50.7
b. #5 bars and smal(or
W
�. / i✓�`'t' L! .��C T 1n -53.1 I I -55.2 ®_
C, Not exposed to weather or in contact with ground ' (�
a. Structural stabs &walls 314 EXISTING
b. Beams and Columns STEPS
prim
- -- reinforcement ties stirrups -
&s
spi rals)
mY 1 ill
- -.__ ._ �•/
1 4 - � Wit# rJS� e c. Stabsoa grad Ps p 1112 W -
� - _ _ .
EXISTING FOUNDS. W -J m
cue - q. � _ S. p -
W -24 W -24
� S A. licaoyr concrete mason units shall be or a uality of at least equal to Lira utred b A
_ ... - _..._._ C90 *standard ifications f r hollow load } � y S1'h�l
__
spec . ho bearing concrete masonry uirtls. (0
2
LU
]I. All mortar shal(compty wit([ the property and propora spect'fications orASTM C270. &!xpt
that stag csrttepts shall not be used. Mortar for exterior wa It s shall be type M. Fad intcciof load
tin e a#ls the mortar shall be t M or S. W
ype f or interior walls above a and rtot su n W E
gg
�,�/� # th mortar shall be type M. S. or N. 1 ° per , Q ��+ ) CD 3 U
- G yYttenever anchor boots are to be set in masonry. Two Dells at the setting locr4tion shall be filled 1 � > > > Z W
with epricrete:
6. aetw'al SCALE: 1/4 = 1 - 0 �o z
Structural at 0 ® -
4. qel Work shall comply with AISC *specifications for the design, fabrications and 4 0) erections ror buildings' as it appears on the manual or steel construction, latest edition.
I3. Structural steel shapes, bars' plates and pipes shalt conform to ASTM A36. ff= 36 Mi. s , S ,T
9 1W
G Structural stem (ttb#ng shall conform to ASTM A46. Fll= 46 KSI.
04.42 -1
v SHEET NUMBER