Plans 650 Jasmine St 2011 roof joist system „
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HOST STRUCTURE/EXISTING S.F.D. [650 Jasmine St]
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� Host structure Eave&Fascia(EXISTING BUILDING 11 '
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2X6 SMB Intermediate Beams 11 ______ ____ 1
Design Criteria: IT-----------------==`r- =i1 '
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Florida Building Code Residential 2007 Edition ;i ;;N ;;N (A ! Nii ; qb
{ ° "? t1, with 2009 Amendments — 120 mph Exposure C '� il� ': 1100 "°� °° ' '
} i l l 3X3 Columns fix i i^X' N ; 1
Mean Roof Height < 15 ft
�I # Category I/OG--upancy Importance Factor 0.77 ' 11 11 3"RISER BY 12"WIDE INDUSTRY
. t { i
if STANDARD ROOF PANELS 11 11 '
Patio Cover, Shed Roof= Enclosed Building 1
g ,
— — — -- --- -- ------
(Internal Pressure Coefficient ±0.18) __________ ____—___
11 I i n. II 11 �
I 11
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24'0"(Existing patio Slab) .
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i { 25'0"
1'4" 3"
11' PLAN VIEW / Marshall Patio Cover
3" RISER BY 12"WIDE INDUSTRY Scale 1/a" = 1' 0"
STANDARD ROOF PANELS
i � • i i �
a 3"RISER BY 12"WIDE INDUSTRY STANDARD ROOF PANELS
3 ,
2X6 SMB Edge Beam
2X6 5MB
g x v3
f � vi i 2X6 SMB Edge Beam z
z ' 2X8 SMB Lateral Carrier Beams 3X3 X 0.09"Hollow Columns !�Z
WIC
3X3 Hollow Columns
! \<�r. Drink Shelf (Components and Installation of Dri Shelf is incidental to design) � �A p
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k� " ` =w "/ Drink Shelf(Incidental to project design) Existing Patio Slab g A A
11'0" (by others) .� 14
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EAstinq Patio Slab ,
GRADE QPA
\\�` � \\"• \� �• •: CONTINUOUS SPREAD FOOTING(20"X 16") �v� � W
CONTINUOUS SPREAD
\f\\ '�\\,�\//./�; ,\\X/.X�\\,\\//.��\\ \//.//•\\,\\//,/�\\:\�//. ,.\ .\ /i. �\ ,\ //. ,\ /�. /.\ ,
j FOOTING(20"X 16") y/X V��AA/;'/� �1 d
Lon itudinal ELEVATION Marshall Patio Cover
' SIDE ELEVATION / Marshall Patio Cover Scale 1/4" = 1' 0"
Scale '/4" — 1' 0"
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Refer to connection detail Page 5-14 on Sheet 4
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Hd BUILDING CODE &STATUTORY REFERENCE'S: 3 RISER BY 12 WIDE INDUSTRY
STANDARD ROOF PANELS
2007 FLORIDA BUILDING CODE-BUILDING
"20112.4.1 The following design guides shall be accepted as conforming to accepted engineering practices:
t� �, AAF Guide to Alummum Construction in High Wind Areas." v \ Roof panel fastening per Detail C2 Sheet 4
2007FLORIDA BUILDING CODE–RESIDENTIAL
"R301.2.1.1.1 Design.The following design guide shall be accepted as conforming to accepted
p t; I engineering practices:AAF Guide to Aluminum Construction in high-Wend Areas."
Excerpt from LAWS OF FLORIDA.
489.113 Qualifications for practice;restrictions.— i
x h " i Refer to Page 5-16 2X6 SMB Edge Beam
(9)(a)This part does not prevent any contractor from acting as a prime contractor where the majority of the i (gam q) 2X6 SMB(fastening (3 Each 5/8"0 thru-bolts)
work to be performed under the contract is within the scope of his or her license or from subcontracting to , detail page 5-17
on Sheet 5
+i other licensed contractors that remaining work which is part of the project contracted. i ) _
(b)This part,chapter 471,chapter 481,or any other provision of law does not: �� \ LUo
3X3 Hollow Columns L 8
d? i 1.Prevent any licensed engineer or architect from contracting directly with a licensed contractor for the , G
1 preparation of plans,specifications,or a master design manual addressing structural designs used to make , M i" 2X8 SMB Lateral Carrier Beams
an application for building permits.
2.Require a licensed engineer or architect,when preparing drawirgs,specifications,plans,or master design _
radia manuals for use by any licensed contractor,to prepare site-specific:drawings,specifications,or plans for the �; p w
design and construction of single-family and two-family dwellings;swimming pools,spas,or screened _
enclosures;or any other structure not exceeding 1,200 square feed,or one story in height.For the purpose
of issuing building permits,local building officials shall accept such drawings,specifications,or plans when
submitted by any licensed contractor.Upon good cause shown,lxal government code enforcement i i Drink Shelf(Incidental to project design)
l
agencies may accept or reject plans prepared by persons licensed under chapter 471,chapter 481,or this M
chapter.
As used in this section,the term"master design manual"means a restrictive design manual intended to be �\
used to design,permit,and construct structures as described in this section.Any such manual must be �, Refer to connection detail Page 5-10 on Sheet 4 y
prepared by a licensed engineer or architect and specifically detail the limits of its use,including,but not along with Table 504 on Sheet 6 v
i limited to,the structure type,size,materials,loading conditions,time limits,applicable codes,and
associated criteria.The manual must also detail the required training for the contractor,engineer,or , o
v ;
architect using the manual.All master design manuals must be peer reviewed by an independent licensed
engineer or architect having no financial interest in the development of the manual or the construction of EndstiPatio Slab not rt of contract
structures pursuant to the manual.The engineer or architect condix ing the peer review must be identified i �\ i 4• `a a
Z
in the manual. / c
/
(c)Notwithstanding any ling in this chapter or any other provision of law,a licensed engineer or \ �i. \ \ i. '° , / i,_ _ -- o
architect is not required for the preparation or use of any design guide adopted by the Florida / % \%0 N s . '
d,,ls d CM
Building Commission as part of the building code pursuant tD s. 553.73. a
_
CONTINUOUS SPREAD / \' ° � 'go
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TYPICAL SECTION i Marshall Patio Cover \\ .\ . /o„� ,. c r°
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