HomeMy WebLinkAboutConstruction PlansPRODUCT REVIEW
uN7ELSCHEDULE
MANUFACTURER:
CAST-CRETE
-
LINTEL
LENGTH
SAFE
APPLIED
SAFE
APPLIED
COMPOSITE
NO.
GRAVITY
GRAVITY
UPLIFT
UPLIFT
BEAM
LOAD
LOAD
LOAD
LOAD
ILL
2110"
61134
4460#
8F16/11r•113
L2
3'-6"
6113#
35474
8F16/1T-18
L3
4'-0"
6113#
3079#
'-q
--61,1T-1B
--1B
14
41-6"
.6113R
3z 001
272411
tr.
- BFIZI
LS
5'4"
S365#
2290#
-
8F16/1T-18
L6
5110"
4360#
2093#
-
SF16/1T-18
L7
6'-6"
3480#
1880#
8F16/1T-1B
L8
7'-6"
_
2661#
3Z-17 is'
163411
L 9
914"
1843#
1133#
_
SF16/1T 18 _
L10
10'-6"
1533#
914#
8F16/1T-SB
L11
4
IV"'
1366#
BF16/1T-iB
L12
12'-0"
1254#
723#
8F16/1T-16
L13
13'-4"
107S#
61168
_
BF16/37-18
L14
14'-0"
1002011
559# _
8F16/1T-18
L 15
14'-B"
13700
51941
BP16/1T4B
L16
15'4"
1250#
465# _
_
8F16/IT-SB
404#
BFl6/STIR
L17
17'4"
9SG#
347#
_-
SF16/1T-1B
LIS
19'4"
750#
L19
21'4"
59S#
3D6#
_
8F16/IT-3B
L20
12'-O"
55011
29S#
8F16/1T-1B
L21
24'-0"
450H
_
267#
BF16/1T-18
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THE SEAL HEREON 1S PROVIDED ONLY TO INDICATE OUR REVIEW AND APPROVAL FOR USE OF PRODUCTS LISTED FOR IS STRUCTURE. THE ACCEPTANCE OF THESE PRODUCTS AND METHODS OF
ATTACH VENT ARE '. BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTUPER, WHICH CARRIES ITS OWN NGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY
THIS OFFICE FOR THESE PRODUCTS.
STRUCTURAL NOTES:
1. STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE ' OR BETTER WITH 1000 P.S.I. MIN. FIBER STRESS VA UE
2. CONCRETE TO BE 3000 P,S.I. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS ANC
FOOTINGS TO 2500 P,S.I. MIN.
3. REINFORCING STEEL SHALL BE GRADE 60 OR BETER WITH 30"MIN. LAP,
4. CONCRETE COVER OVER REINFORCING STEEL:
FOOTINGS 3" 4
BEAMS , 1-1/2^
COLUMNS '1112"
5. 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 AND SELECTED TO WITHSTAND WINE
FORCES PER THE FLORIDA BUILDING CODE
7. DOOR AN WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FOR ES PER THE
FLORDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES,
8. PRECASTIPRESTRESSED CONCRETE LINTELS TO HAVE 4" MINIMUM BEARING. SEE LINTEL SCHEDUL FOR
ADDITIONAL INFORMATION,
9. MORTAR FOR MASONRY CONSTRUCTION SHALL CONFORM TO ARTICLES 2.1 AND 2.6 A OF TMS 602/2 1530.0/ASCE6
10. FOR METHOD OF ATTACHMENT OF DOORS AND WINDOWS, SEEATTACHED PRODUCT REVIEW AFFID VIT.
11. ALL LUMBER IN CONTACI' WITH CONCRETE SHALL BE PRESSURE TREATED PER SECTION 2303.1.9.1` THE FLORIDA
BUILDING CODE.
-NOTE' ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM
Z-MAX COATING OR BETTER.
Certification for Desf n Load Com Hance,
1. DESIGN CODE Florida MPIPMOAL code 2017 Edition w/20 supplements using ASCE 7-10
2. Structure Design is: -•,Y-- Enclosed, Partially Enclosed,_ Open. Building
3. Risk Category: _I -II _ III _IV Exposure Category: V B -C _D Adjustment coefficient I r0
4. Design Wind Velocity 140 mph _ASD _LRFD End Zone Width _ft.
5. Mean Roof Height: e&_,ft. Roof Pitch: &!':12 Parapet _ft.
6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ rO _'MRH (worst case)
0
Zone 15 64 Zone 2:- Zone 3;- � Zone 4:-`29.6Zone 5:-,Kj Garage
7. - Design Loads; Floor; 7"7 pSF Roof/Dead: A)111A PSF Roof/LiveP-tAPSF Balcony: _PSF
Dock: _PSF Deck: _ PSF Stairs: PSF Fence: _ PSF Railing: PSF
8. Were Shear Walls Considered for Structure? ,> Yes Not Applicable Explain Why Not:
9. Is a Continuous Load Path provided? Yes _Not applicable Explain Why Not:
10. Minimum soli bearing pressure 2000 P.S.F.
0
T I
DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING `
RESIDENTIAL CODE.
CERAMIC . TILE LN TUB / SHOWER COMPARTMENTS SHALL CONFORM WITH SE ON
r`7cl5t _�
R702.4 OF THE FLORIDA BUILDING RESIDENTIAL CODE.
WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICA ON OF NOT
GREATER THAN 200 AND A SMOKE -DEVELOPED INDEX OF NOT GREATER TH* 450,
ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS T 0.12 WATT
PER SQUARE CENTIMETER WITH A FLAME SPREAD NOT EXCEEDING 5 WITH AN
ACCOMPANYING SMOKE -DEVELOPED INDEX NOT EXCEEDING 450, r
FOAM BLOCK INSULATION SHALL, HAVE A FLAME SPREAD OF NOT MORE TJIAN 75 AND / SMOKE - DEVELOPED INDEX OF NOT MORE THAN 450. `
TABLE APHIC D
CLIMATIC AND QEOORAPHIC DESIGN CRITERIA
GROUND
9NOW
LOAD
WIND DESIGN �C SUBJECT TO DAMAGE PROM
- SEISMIC - - - - -- WINTER ICE BARRIER AIR MEAN
Speed° Topographic DESIGN Frosl line DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL
(mph e11co1c1 (NAn� CATEGORY' Wa4lhering' _tlepth° To,TEMP' REpUIREDI' NAZARDBF INDEX' TBMPI
NA
Ste Pig. R301 �2(4) NA Nagli8161a NA Vety NA - NA NA
_-.�. Heav -,
` I f<X/Sr1�lCo �I
1140
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27 {Ou+)-
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5 ,
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1= `� _. - 4 .•�.-w tJ R�14 11��vc..n.C-tonJ
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REVIEWED FOR
CODE COMPLIANCE
ST LUCIE�C�°+OUNTY
SOCC
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