09-184-002A
4
2
ROOF NOTES:
DROP TIE MAM OVER DOOR 4 WINDOW OPENINGS W/ 245
2X4 OUTLOOKER5 BOTT. ADDITIONAL. FOR OPENINGS LARGER THAN 5'-0'.
• 24' oc. EXTEND ADDITIONAL REINF. W EACH END.
TURN ALL CORNERS 8' CMU
W/25 X2'-6'X2'-6' T. 4 B, GABLE WALL 2. PROVIDE 03 STIRRUPS AT 12' or- FOR OPENINGS LARGER
_ THAN 6.0 FT.
FC
:Tt4
I 0 — \ / 3. SUBMIT TRUSS SHOP DRAWINGS FOR APPROVAL
IL �I
II � / III
I--- 1_ \.
I / — — — — — — — — — I 4. ROOF TRUSS LOADING:
DEAD LOAD 30 PSF
'X' 13RACE5 I I LIVE LOAD 30 PSF
I I -SEE DETAILS ON 544
TOTAL LOAD 60 PSF
I
CONNECTOR SCHEDULE
FOR UPLIFT
USE (1) NU-VUE 'NVSTA' SEAT 4 STRAP W/ (6)10d X11/2' NAILS TO STRAP
UP TO 14268
4 (6)10d X11/2' NAILS TO SEAT (NOA 04-0510.03).
FOR UPLIFT
Z
O
USE (1) NU-VUE 'NVHTA' SEAT 4 5TRAP W/ (16)10d NAILS TO STRAPS
UP TO 22a8*
4 (6)10d X11/2' NAILS TO SEAT (NOA 04-0510.03).
FOR UPLIFT
USE (1) NU-VUE 'NVUH26' W/ (20)10d NAILS TO LEDGER
UP TO 12130
4 (10)10d XII/2' NAILS TO TRUSS (NOA 05-0101.04)
FOR UPLIFT
O
USE (1) NU-VUE WVFHE313' W/ (4) 34't X 6' EMB. HILT[ KWIK BOLTS 3
UP TO 6512+
4 (3) IV# THRU BOLTS.
1 1 ROOF UPLIFT: (AS PER E 1-059)WIND �-
EXPOSURE: IC = 146 MPH
5-2.5 ROOF MEAN HEIGHT: 14'-0'
IMPORTANCE FACTOR 1.0
V NEW %2 CDX EXT. GRADE 'CON
PLYWOOD SHEATHING W/10d I A W/2 G = REACTION IN POUNDS
I— NAILS • 6' oc. AND AT 4' BOTTOM. � U = UPLIFT IN POUNDS
I I TO FASCIA ( 1 EXTENDED 8'
EACH M.
0 (TYPICAL)
i r 11
II �
II 6
II II
I1 2
�1
( 5'X5'X12' L CONT. STEEL
I/ --- — % 5'
\ ----- —= -1 ANGLEWAV#X
U= 16100 I 1 HILTI-KWIK BOLTS
\\ % I S-2.2 •
I I /X SLABTO TTOM
\\ EA. WAY -HOOK REINF.
RB-2 (+10'-2')
I I NEW 8'X12' TIE BM. Wr205 1 /�
I TAB. CONT. (LAP 309 4 _
03 TIES (4.12' EACH END I _
BALANCE • 48' o C)
`AT L.P.
N 04.12' T. X4'-O'
AROUND PERH'
T.B. OV-07 _
II I m
L-I Pxi
WD. TRUS5E5
A B DGK C2AB " I L_1 I • 24' oc.
- /«5 • 32' .y. NEW TIE COLUMNS
%\ NEW GI�ER TRUSS (3M)
— — P Y BACK — — — — I G=+ 6160+ tt
4032
/ \ STEEL PLATE EXISTING
BM: SEE DE L
m 1 -5 (+''-0') NEW RAKED BEAM .100
RFS
NEW RAKED BEAM I /
LLI
4 A/V
t
�4' 4~
STEEL kATES • EXISTING
N
— — --Ilu BM: ST DETAIL
NEW WOOD TRJSSESb
LV
CD
=
h \I
_— 1---� I� Flo -�„� N
-.� a I ; Iy.
/ - - x n 0
I T.B. ( '-01)
/
G=+2482 V1
U 2558,111, 5-2
DETAIL '13'
I. I I
DETAIL '13'
ALL TRUSSES TO BE TYPE (D ULESS OTHERWISE SPECIFIED
2
T
DETAIL '13'-1
sue-
4.
w �
(TO REMAIN
-= 7
�— DETAIL 'B'
TB (+10'-01)
-GABLE WALL
41 '\-T5 (+10'-0') 4 8'X8' CAP (VARIES)
00 1" I I1 �Il�l sc�..�: 1/4' =1'-�'
NOTE: +IF EXISTING CONC. BEAM -REINFORCE
WITH STEEL PLATE EACH SIDE.
Lq
5. SEE 'TYPICAL BRACING DETAILS' FOR ROOF TRUSS PERMANENT BRACING.
6. GEC. TO VERIFY UPLIFT FROM TRUSS MANUFACTURER ENGINEERING AND USE
HIGHER VALUE FOR TRUSS CONNECTION.
1. ALL TRJ55 TO GIRDER CONNECTION BY TFU55 ENGINEER
8. TRU55 ENGINEER TO DESIGN TRUSSES AT 'COMPONENTS" PER
ASCE 1-05
,5. -® INDICATES 21X4' HORIZ RUNNERS 010'-0' o.C. W/
(2) Ibd NAILS EACH TRU55.
I0. FL-1 INDICATES (2) 2x6 F.T. LEDGER W/ }/{' ♦X8' EXP.
BOLTS •16' os. (3' FROM TOP 4 BOTTOM, STAGGERED)
7_7 Z � �/ —7 7/_ T /7- T//_ 7 �_�/ Z � �_7_ 7/7 L 7/_ - 1
I'
r ZONE UPLIFT
0 -46.4 PSF
/ 0 -83.5 PSF
Q -12-1 PaF
ROOF UPLIFT FT PRESSURE
(PSF)--OOP $U 4 cur
((ASC_c;'
/ r05 / SrRUCrua4L
�Cr,ON
`APPROVID BY"
711
< < * 7315 5W 67TH AVE, # 100 JOB NO. 2607
\/� MIAMI, FLORIDA 33 173 DRAWN BY: EIP
ttif6 , Q 305.41 2.2200
x ' 305.4 12.20 I I DESIGN/APPKV: G.V.P.
s X0 @P 9irczv cof�.nct FILE: 2607-51.2
1►v ,� V
fi tr„y George V. rira7, r.1f. # 12294 C/�, 0001539
. > Monica Plrcz, P.P. # 56734
TITLE: KOOF F"MING FLOOR ?'LAN
Y V G • • • •
• ••• • V V t4G•• V V •
• V • G V V Ir
,!ea-1 Intidmat:Dnal Inc.
811 Ponce De Leon Blvd.
• Coral Gable.3; , L, 33134
TELI(305) 4414�556
•' FAX.YS05) 445=23I4
_ http://www.s-garchiteGts.com
AA 0002293
EB 0005176
Project Number
0723701
:Onsultants
G.V. PIREZ
STRUCTURAL ENGINEERS
7315 S.W. 87th AV
MIAMI, FL 33173
TEL: 305-412-2200
Consultants
DESIGN ONE
CONSULTING ENGINEERS
809 S.W. 8 STREET, No. 200
MIAMI, FL 33130
TEL: 305-860-0384
OFFICE TENANT
IMPROVEMENT FOR
DR. ILEANA R.
PEREZ - QUINTAIROS
6310 SUNSET DRIVE
MIAMI, FLORIDA 33143
Revisions
Date
Qj BLDG. DEPT. COMMENTS
0:-25-09
® OWNER'S REVISION
09-30-09
OWNER'S REVISION
11-16-09
Seal:
ROOF PLAN
Checked By:
E.G.
Drawn By:
A.A.
Issue:
01-12-09
Date:
01-12-09
Sheet Index:
ROOF PLAN
PLAN NORTH