09-184(3)-0507
7-77
IT
2
C'4
Gx+2063#
Us- 185-To
ul
4jb
(L
4'-43i 11,
tu
=Wal
013W:a-72:�U§
STEEL LTES * EXISTING
M-4 DETAIL
I
L DROP TIE BEAM OVER DOOR 4 U440M OPENINGS tLI/ 25
BOTT. ADDITIONAL- FOR OPENINGS LAR13M THAN 5'-0'.
EXTEND ADDITIONAL FEINF. VEACI-I END.
2. PROVIDE 03 STIRRUPS AT 12'or- FOR OPENINGS LAJ;nM
THAN 6.0 FT.
3. SUBMIT TRUSS 61,40P DRAWINGS FOR APPPDVAL
4 ROOF TRIM LOADING:
DEAD LOAD 30 PSF
LIVE LOAD 30 PSF
TOTAL LOAD 60 PSF
ROOF UPLIFT: (AS PER 1-02)
WIND VELOCITY - W6 MPH
EX12060;e.
ROOF MEAN I-EIGI-IT. W-O'
P'lPORTANCE FACTOR- LO
G a REACTION IN POLINDS
U x UPLIFT IN POLINDS
2
5-X5-XV. CONT. STEEL
HILTI-KWK BOLTS
ro' CONC. SLAB W/ 45*86 Ek
EA WAY-1-100K TOP RENIF
USE (1) NLI-YLE "TA' SEAT 4 STRAP ILV (6) M XV NAILS TO STRAP
4 (6) 10d >1,1/2'NAILS TO SEAT (NOA 04-M10.03).
FOR UPLIFT
USE (1) NU-)AE WV14TA' SEAT 4 STRAP V (16) kOd' NAILS TO STRAPS
LIP TO 28W
4 Up) 10d >02' NAILS TO SEAT (NOA 04-0610.03).
= - It "- =*#
5 SEE TMCAL BRACING DETAILS' FOR ROOF TRIM PERMANENT BRACING.
6. Gr. TO VERIFY UPLIFT FROM TRLISS MANLFACTLIREIR ENGINEERING AND USE
I-I&ER VAIN FOR TRW CONNECTION.
ks' r2
I _2 .r
DETAIL 13'--1
AT L.P. —04012' T. X4'-O' TYPICAL
' AROUND PERIMETER
2
i3 (L
C14
Uz 13450
-7
j;n00--MA ` "W, OR-M—JoErk 9 =-M 1z &n
"L ALL TF!LISS TO GIRDER CZNNECTICN BY TRLISS BsIGINEEP.
.2. TF!LISS EMINEER TO DESIGN TRISSES AT
ASCE 1-02
INDICATES 21>(41 WMZ R114MRS *101-01 or- LLV
EACI-I TF4W.
10. FL--ij INDICATES
E>V- BOLTS *16'
or- (3'FfWM TOP 4 50TTOM, STAGGERED.
I
a-61
BASIC a 4638 PSF, Vx 46 MPI4, EXP.
IF A PARAPET Ea1AL TO OP. HIGHEIR
THAN 3 FT 15 PRIOVIDED AROLNO T14E
PERMEIE OF T14E ROOF WIN 0:510%
ZOE 3 614ALL BE TREATED AS ZONE 2-
KOM LIELIE1 PRIM50E
(PSF) FOR CQ9Qker&
4ASd e7
CITY OF SOl`jTV4 rAIAMI
13L]ILDING DEPT.
STRUCTU11AL BF-CTION
.VPROVEDBY'.-
vi
Heery Intemational Inc.
-&-*I Ponca -De Le%-#-., Blvd
CC .-al Gabfes, FL 331:34
7R.: (305) 441-1556
FAX (305) 445-2374
http:lhvww.s-garchitects.com
AA 0002293
EB 0005176
Project Number
0723701
Consultants
G.V. PIREZ
STRUCTURAL ENGINEERS
7315 S.W. 87th AV
MIAMI, FL 33173
TEL 305412-2200
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
0.
Seal:
C'
.4
PLAN NORTH
ROOF PLAN
R
Ched(ed By:
E.G.
Drawn By:
A.A.
Issue:
01-12-09
Date;
01-12-09
Sheet Index:
ROOF PLAN
Sheet Number.
S-1.2-