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Certification for Design Load Comotiance
- t. DESIGN CODE: Florida t "-11-+rt€code 2020 Edition w/20_, supplements using ASCE 7-16
Z Structure Design is:. Enclosed Partially Enclosed ?<< Open Building
PRODUCT REVIEW 3. Risk Category: �I ^II^111—IVExposureCategory: -B LCC_DAdjustment coefSGent{IZ 1
0
PRODUCT
OPENING DESIGN
PRODUCT
MANUFACTURER
MODEL#
APPROVAL#
GUISS
ATTACHMENT METHOD
PRESSURES (WORST
DESIGN -
TYPE
CASE)
PRESSURES
ROOFING
ZONE I -54.3
-101
TRI-COUNTY METALS
26 Gh
4595.2 -
N/A
#9.15X1 Y," WOODGRIP W/SEALING WASHER @ 30"-2
ZONE 2..68.3
5V CMMI`
Y"-10" @ 16" O.C<
ZONE -80.8
-
-
4. Design Wind Velocity ES mph`ASD_LR 0 End Zone Waft, k1 ft, ~
5. Mean Roof Height: 11 ft. Roof Pitch: & :12 Pnrapet _ft,
6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. it, @ �'MRH (worst case)
Zone 1:•5y T� Zone 2ar,j Zone 3:• tO1%Zone 4:_30`y Zone 5: G 6Garega: NIA
7. Design Loads: Floor. OWPSF .Roof/Dead: 10 PSF Roof/Live 70 PSF Balcony: _PSF
THE SEAL HEREON IS PROVIDED ONLY TO INDICATE OUR REVIEW AND APPROVAL FOR USE OF PRODUCTS LISTED FOR THIS STRUCTURE.
ATTACHMENT
THEACCEPTANCE OF THESE PRODUCES AND METHODS OF
DOCir: _PSF Deck: —PSF Stairs: _- PSF Fence:., PSF Ralling:
ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY
- THIS OFFICE FOR
8.
_PSF
Were Shear Wells Considered for Structure? �YeB,NOt
- THESE PRODUCTS.
Applicable Explain Why Not:
_
9.
Is a Continuous Load Path provided? KYeB ,Not applicable Explain Why Not:
-
10,
Minimum soil beating pressure 2000 P.S.F.
T
S RUC
URAL
TNOTES:
1,
STRUCTURAL LUMBER TO BE HEWFIR 02 GRADE OR BETTER WITH 1000 P.S.I. MIN. FIBER STRESS VALUE.
2.
CONCRETE TO BE 3000 P,S.I. MIN FOR BEAMS, COLUMNS,
S, AND FILLED CELLS, CONCRETE STABS AND
FOOTINGS TO 250 a P.S. I. MIN,
REINFORCING STEEL SHALL BE GRADE 60 OR BETER WITH 30" MIN. TAP.
-
4.
CONCRETE COVER OVER REINFORCING STEEL:
FOOTINGS 3"
BEAMS 1-IPL'
COLUMNS 1-11T
5.
FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 17 AND COMPACTED TO A MINIMUM OF 95%
MODIFIED PROCTOR DENSITY.
0.
ALL COMPONENTS OF THIS STRUCTURE HAVE BEENDESIGNED
SI NED AND SELECTED TO WITHSTAND WIND
-
FORCES PER THE FLORIDA BUILDING CODE 2020 EDITION.
7.
DOOR AN WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE
FLORDA BUILDING COOS 2020 EDITION PER WIND LOAD
COMPLIANCE DESIGN PRESSURES.
-
a.
PRECASTIPRESTRESSED CONCRETE LINTELS TO HAVE 4" MINIMUM BEARING. SEE LINTEL SCHEDULE. FOR
ADDITIONAL INFORMATION.
9.
MORTAR FOR MASONRY CONSTRUCTION SHALL CONFORM TO ARTICLES 2.1 AND 2.6 A OF TMS 602lACt 530.0(ASCE6
-
10.
FOR METHOD OF ATTACHMENT OF DOORS AND WINDOWS SEE ATTACHED PRODUCT REVIEW AFFlDA VR.
-
11..
ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER SECTION 2303,1.9.1 OF THE FLORIO
BUILDING CODE.
"NOTE:
ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED L
T UMBER SHALL HAVE A MINIMUM
Z•MAX COATING O ETTER.
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Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
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STATE REG # AA26003348
COPYRIGHT 2020
PROJECT
PAVILION AND
ENTRY GATE / COLUMNS
ST. LUCIE COUNTY, FLORIDA
CLIENT
CONSULTANTS
GISTRATiON
OF FIL . R ...... f4..
�D,"
MICHAEL J. SEAL, AIA
AR96898
REVISIONS
NO.
DATE
REVISION
KEY PLAN
21o�-oy2C�
REVIEWED FOR
CODE COMPLIANCE
c;T. LUCIE COUNTY
BOCC
SI !EET 1 l—E _9NE a
PROJECT NUMBER
DATE slzl -!