14-652-003ATOP '" i RIDGE
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FRONT ELEVATION
i
RIGHT ELEVATION
SCALE: Y4" = 1' -0"
TOP OF SLAB Ll
— _.. _. .......
EL. = +0' -0"
,LTOP OF RIDGE
O' OF I
r
+0'-0"
• t ■ A LI AL
LEFT ELEVATION
SCALE: Y4" = 1' -0"
L9 -41 JPSF�
i' OF RIDGE_
IjTOP OF
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,LTOP OF EXIST. RIDGE
■yrr i '" OF
11
WIND LOADS ON COMPONENTS CLADDING
COMPONENT & CLADDING PRESSURES SHOWN HEREIN ARE GROSS & ARE BASED UPON
Kd =0.85 PER ASCE 7 -10 & FLORIDA BUILDING CODE 2010.
,STOP OF SLAB 2.
EL. _ +0' -0"
rig
200 SQ. FT.
500
3.
IT IS THE RESPONSIBILITY OF THE WINDOW /DOOR MANUFACTURER AS A SPECIALTY
ENGINEER TO CALCULATE & DETERMINE EA. WINDOW DOOR WIND PRESSURES AS
REQUIRED BY THE 2010 FBC CODE TO RESIST THE SPECIFIED DESIGN WIND PRESSURES
SHOWN ON THIS PLAN.
4.
ROCHELL ENGINEERING, INC. WILL NOT BE RESPONSIBLE FOR ANY DEFICIENCIES CREATED
BY IMPROPER DESIGN, ERECTION, INSTALLATION OR OTHER OPERATIONS RELATED TO THE
WINDOW /DOOR SYSTEM PART OF THIS PROJECT.
5.
ALL EXTERIOR WINDOW & DOOR ASSEMBLY PRODUCT APPROVALS (NOA) SHALL BE
SUBMITTED ALONG WITH THE CONTRACT DRAWINGS TO THE AGENCY HAVING JURISDICTION
FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION.
WIND LOADS PER ASCE 7--10 & 2010 FBC
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NOTE
1.
COMPONENT & CLADDING PRESSURES SHOWN HEREIN ARE GROSS & ARE BASED UPON
Kd =0.85 PER ASCE 7 -10 & FLORIDA BUILDING CODE 2010.
,STOP OF SLAB 2.
EL. _ +0' -0"
THESE PRESSURES ARE PROVIDED AS GENERAL GUIDELINES & ARE TO BE USED AS
®
GENERAL INFORMATION & PERMIT ONLY.
3.
IT IS THE RESPONSIBILITY OF THE WINDOW /DOOR MANUFACTURER AS A SPECIALTY
ENGINEER TO CALCULATE & DETERMINE EA. WINDOW DOOR WIND PRESSURES AS
REQUIRED BY THE 2010 FBC CODE TO RESIST THE SPECIFIED DESIGN WIND PRESSURES
SHOWN ON THIS PLAN.
4.
ROCHELL ENGINEERING, INC. WILL NOT BE RESPONSIBLE FOR ANY DEFICIENCIES CREATED
BY IMPROPER DESIGN, ERECTION, INSTALLATION OR OTHER OPERATIONS RELATED TO THE
WINDOW /DOOR SYSTEM PART OF THIS PROJECT.
5.
ALL EXTERIOR WINDOW & DOOR ASSEMBLY PRODUCT APPROVALS (NOA) SHALL BE
SUBMITTED ALONG WITH THE CONTRACT DRAWINGS TO THE AGENCY HAVING JURISDICTION
FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION.
WIND LOADS PER ASCE 7--10 & 2010 FBC
TURE HAS BEEN « -
i- SHUTTERS TO COMPLY WITH FBC SEC11ONS : R4410.
TO THE BEST OF MY KNOWLEDGE THESE PLANS CONFORM
TO THE STRUCTURAL REQUIREMENTS OF F.B.C. 2010, LATEST
REVISIONS, INCLUDING SECTIONS PERTAINING TO H.V.H.Z.
ALEXANDER ROCHELL
..
2ML#JM WfLOFNDA. SSW
TEL (305) 31 -8688
FAX 305) 531 -4554
AA 260001595
IB 26000969
These design drawings are
the exclusive copyright of
blue, a design company,
inc. These drawings and
plans are prepared solely
for use with this project
and are not to be
disseminated for use by
any other individual or
!ntity or any other project
without the written
company, inc.
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