HomeMy WebLinkAboutREVISION92rtificatign for Design loag.Qompfiange
1. DESIGN CODE: Florida code 2014 Edition w/20— supplements using ASCE 7-10
2. Structure Design is:--LEnclosed Partially Fnclosed_Open Building
3, Risk Category: __1 _K_II ____III
III —IV Exposure Category: IC 8 _C _ D Adjustment coefficient.1,6
4. Design Wind VelocityLl-0 mph — ASD __ LRFD End Zone Width 4' ft.
S. Mean Roof Height: 7-5 , ft. Roof Pitch:6:12 Parapet - ft.
6. Components& Cladding Design Pressure used: (PSF, based on Actual sq, ft.@ MRH(worst case))
Zone 1: -�i.F'.IZone 2:- 01 Zone 3: - W, t Zone 4 -47,l Zone 5: LA,�
7. Design Loads: Floor: _�f PSF Roof/Dead- 1� PSF Roof /Live 30 PSF Balcony: —PSF
Dock: PSF Deck: PSF Stairs: PSF Fence:. PSF Railing: PSF
8. Were Shear Walls Considered for Structure? _iYes _ Not applicable Explain Why Not:
9, Is A Continuous Load Path provided?' Yes— Not applicable Explain Why Not:
10. Design Soil Bearing Pressure:2000 PSF
STRUCTURAL
STRUCTURAL LUMBER TO BE HEM -FIR It 2 GRADE OR BETTER WITH 2000 P.S.I. MIN. FIBER STRESS VALUE-
2. CONCRETE TO Of 3000 P,S.I. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND
FOOTINGS TO 2500 P.S.I. MIN.
3. REINFORCING STEEL SHALL BE GRADE 60 OR BETTER WITH 30" MIN. LAP.
4. CONCRETE COVER OVER REINFORCING STEEL:
FOOTINGS 3"
BEAMS 1-1/2-
COLUMNS 1-1/2"
S. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND
COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY.
6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED &
SELECTED TO WITHSTAND WIND FORCES PER THE FLORIDA BUILDING CODE 2014 EDITION.
7. DOOR & WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY
MANUFACTURER FOR WIND FORCES PER THE FLORIDA BUILDING CODE 2014 EDITION
PER WIND LOAD COMPLIANCE DESIGN PRESSURES.
8. PRECAST / PRESTRESSED CONCRETE LINTELS TO HAVE 6" MINIMUM BEARING.
SEE LINTEL SCHEDULE FOR ADDITIONAL INFORMATION.
FOR METHOD OF ATTACHMENT OF DOORS & WINDOW%, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT.
*NOTE: ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A
MINIMUM Z -MAX COATING OR BETTER.
LINTEL SCHEDULE
-
MANUFA
RER: CAST-CREU
LINTEL
NO.
LENGTH
SAFE
GRAVITY
LOAD
APPLIED
GRAVITY
LOAD
SAFE
UPLIFT
LOAD
APPLIED
UPLIFT
LOAD
COMPOSITE
REAM
L 1
viol,
8974#
70344 8F24/IT-IB
5591# 8F24/1T1B
4853 SF24/1T-18
:4292# 8F24/1T-1B
L 2
3'-e
8974#
3 21, Of
L3
W-W
8975#
L4
4'-6-
8672#
(3
L S
5'-4-
7342#
3607#
SF24/IT-18
51101
6036#
3295#
Z
81`24/1T-_18
L 7
6'-6'
8360#
2959#
81`24/1T-18
L 9
7'-6-
S681#
Exaf7
2571#
d
8F24/1T1B
L 9
L 10
9-4"
10'-6"
3496#
2781#
1811#
1459#
SF24/1T-181
8F24/IT-=-8--
L11
11'4"
2423#
3o 1
1272#
2 jW
8F24/1T18
1. 12
121-0"
1 2193#
�-X it-
iISI#
2 *
SF24/1T-16
L13
13'-4-
1838#
--
i 62i
BF24/1T-18
L 14
14'-W
1697#
887#
SF24/IT-18
LIS
14'-8"
2245#
$23#
SF24/IT.IR
L 16
is'-r
2058#
767#
EF24/IT-10
L17
17'-4"
1609#
6379
SF24/IT-18
L 18
19*4"
1282#
546iYj
8F24/IT-18,
L 19
21W
1114#
4MM
SF24/IT-18
L20
22'
461#
8F24/IT-18
L21
24'-0"
am
416#
BF24/IT-18
MaSSWUNTEIA
URER:
LINTEL
NO.
LENGTH
SAFE
GRAVITY
LOAD
APPLIED
GRAVITY
LOAD
SAFE
UPLIFT
LOAD
APPLIED
UPLIFT
LOAD
COMPOSITE_
REAM
RL-1
4'-4-
8060#
—449i.
O
8F22/1T-1B
RL-2
1 44-
8060#
4224#
BF22/IT-18
RL-3
st.g.
8060#
3277#
8F22/IT-18
RL-4
51-100
8060#
3176#
8F22/1T-18
RL-S
61-11"
791S#
#7
8F22/IT-I8
RL-6
71-V
S743#
2442#
W6
-1
RL-7
9140
3129#
1893#
I 8F22/1T-18.
NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT.
APPLIED LOADS SHOW WORST CASE FOR LINTEL SIZE.
SEC STRUCTURAL NOTES FOR ADDITIONAL INFORMATION.
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