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SIBILM Architects
11430 N Kendall Drive, Suite 31
Miami, FL 33176
Telephone 305 412 9187
Fax 305 412 6731
www.sblm.com
ROOF WIND PRESSURE (PSF)
COMPONENTS & a"ING-EXPOSUFtE C-136 MPH (ASD) WIND SPED
w9 4iR I I Bro
AREA (SQ. FT.)
i
1 1
2
3
10
1 +17.2/ —42.2
1 +38.7/ —70.8
1 +38.7/-70.8
100
1 +13-61-187
+3101-4558
+33.0/-45.8
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E ROOF STEEL "EOL (\4F)l
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�I
SIBILM Architects
11430 N Kendall Drive, Suite 31
Miami, FL 33176
Telephone 305 412 9187
Fax 305 412 6731
www.sblm.com
ROOF WIND PRESSURE (PSF)
COMPONENTS & a"ING-EXPOSUFtE C-136 MPH (ASD) WIND SPED
w9 4iR I I Bro
AREA (SQ. FT.)
i
1 1
2
3
10
1 +17.2/ —42.2
1 +38.7/ —70.8
1 +38.7/-70.8
100
1 +13-61-187
+3101-4558
+33.0/-45.8
MEAN ROOF HEIGHT
ROOF ANGLE 0*
NQ31ES
1. WIND DESIGN PER FBC-2010
2- +: INDICATES WIND PRESSURE
—: INDICATES WIND SUCTION
3. WALL DISTANCE A — 6.5 FT
(COMPONENTS AND CLADDING)
4. FOR EFFECTIVE WIND AREAS BETWEEN
THOSE GIVEN ABOVE THE LOAD MAY BE
INTERPOLATED. OTHERWISE USE THE
LOAD ASSOCIATED WITH THE LOWER
EFFECTIVE WIND AREA
PETCO ANIMAL MlAffill DADE ADOPTION CENTER
SUPPLIES STORES, INC. 6200 SOUTH DIXIE HWY
&54 RICHLAND HILIS DRIVE
SANAN"r0NI0.nXAS M45 SOUTH MIAMI, FL 33143
ROOF WIND LOADING DIAGRAM-
N.T.S.
Vila
a
fPE OF WORK:
ALL EXISTING FRAMING TO REMAIN TYPICAL
PROMDE NEW SUPPORT FRAMING FOR NEW ROOF
TOP UNIT AT LOCA11ON INDICATED ALONG ROOF
OF EXISTING (SHOWN ON PLAN)
PROVIDE JOISTS REINFORCEMENT AS REQUIRED
PROMDE UPLIFT REQUIREMENTS AT EXISTING
RTU CURBS FOR GC TO PROVIDE NEW ROOF CAP
PERMIT S'..
12-06-13
121'iltSi IS Wl
M FLOMA 33186
PH 30&746.5967 FAX MOM
NPECONSEWMALCOM PNJ 90.015
■
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