HomeMy WebLinkAboutProject InformationFBC APPROVED PRODUCT LIST
CATEGORY
SUBCATEGORY
MANUFACTURER h PRODUCT
APPROVAL NUMBER
MAX ALLOWABLE WINDSPEEO(MPH)
nemtn Cl. T
ma/ pCa
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274m.1-A.
1m
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VH A
- Im
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.IAIA:IInAt wu
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2r467
Im
MMO. �IO.9
Mal (Dmm Y[mj
IUDaa SDWnDk . mcw In f m Iml
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WA
lnva moll
IMIEW
6Qo1 ma f IaTAL m, m.A - N f oa —./ mRA@ 1nrmO.
Irl.L7
1m
Garza. mm
SXr25M
fU1P mm t 1[fa CD. — 401 — SM pR-7.palC WMIWI mpI - 4 (.a W-M
171mA
IN
0M.4 =4
R' `I;
Sd61mC " 8.w wE 7OCIWIR n l,mW-111Y'
1777u
IN
mom. mm
ROLL-un
MA oeoA Wo WK m7 �Imlopl
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1m
W01a. aam
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214M .
1m
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♦TURD pRAFtio"ON.. LLQ l 21m N2A/-42
21uoA
in
011[AA. mm
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21Am.1
in
dlfAa aa0.
I mlL-IP
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IN
POST/TRUSS MAXIUM SPACINGS
UL71MATE WINDSPEED STRUCTURE WIDTH MAXIMUM POST/TRUSS SPACING
(MPH) (FT)
Im-Im a2a-m 4a
aim Au 4a
F01O1
1. Am AP0.rAp2 Ipl 1Ir11CI1Ml .1n1 A IIAM RWr IWrt .M m IRi AMa/m
Aron rlrpl srt0ar tllaF nI:
L AITo0 par rpl AIR WIOIFIL! lens a II[ AAF.aVm rimoup! CNWr Wa
01r. ImEAIUD N 1K aOI[7At No1O RTAu AND r
s .• .a. emDlu rTAnal Amr.
GROUND ANCHOR LENGTH
(ALL BUILDING WIDTHS S SO-)
WIND SPEED (MPH)
SOIL TYPE
S 140
145-155
180-170
175-180
ra�, =
Yoer Does[ Am . ari—��
FB Am
'�•
m'4.'
M70-
m'
a'
W
BCgS:
-TO BE TER TE TREATED AND COVERED WITH D MIL VAPOR RETARDANT PER SECTION RNB AND 1810 OF THE
III.. FIFINDA B 9.0 CODE, 7M EE.
-iJWI/,tl!►i 7,600 PSI COMPRESSIVE STRENGTH AT 2E DAYS
* PPE � OFF CONCRETE OUTSIDE OF THE PROPOSED STRUCTURE SHALL BE DESIGNED TO SLOPE AWAY
pFINiON('INRE
[ STFm (w RFG II�FUENTS,
-MININuA1 CRADE 40 STEEL
-REBAR MAY BE BENT N SHOP OR FIELD PROVIDED:
-THE REBAR 5 BENT COLD
-THE DIAMETER OF THE BEND MEASURED ON THE INSIDE DOES NOT EXCEED S-SIR DIAMETERS. AND
REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SMALL NOT BE FIELD BENT EXCEPT IN CASES WHERE
DOWELS NEED TO BE BENT 70 ALIGN WITH A VERTICAL CELL THESE -1 MAY BE DENT NOT TO
EXCEED TO SLOPE OF 1' HORIZONTALLY TO 8' VERTICALLY.
-COVER.
-B' COVER MNIMUM WHERE THE CONCRETE 5 CAST AGAINST AND PERMANENTLY IN CONTACT WITH SOIL
OR *EITHER, AND 11' ELSEWHERE ROOM EMBEDDED N GROUTED CELLS SNAIL. HAVE A MNIMUM CLEAR
DISTANCE OF J' FOR FINE GROUT, AND FOR COARSE GROUT DEI*EEN REBAR AND ANY FACE OF A
CELL. RMAR USED IN MASONRY WALIf'SMALL HAVE A MASONRY COVER (INCLUDING GROUT) OF NOT
LESS .THAN 2' FOR MASONRY U MYTH FACE EXPOSED TO EARTH OR *FATHER. AND IJ' FOR MASONRY
UNITS NOT EXPOSED TO EARTH OR WEATHER.
PETAL ACCESSORIES FOR USE N EXTERIOR W CONSTRUCTION ANO NOT ORLECRY EXPOSED 10 WEATHER
BOLTS. AND NAILSSMALL BE EXPZED IOSED DIRECTLY TO WEATHER SMALL BE STAINLESS CLASSMSTEEL OR HOETAL PLATE TDNNECTORS, SCREft
DIPPPED GALVANIZED.
THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN T.ND FORCE RESISTING SYSTEM, COMPONENTS
AND CLADDING, AND BASE RAIL ANCNORACE. OTHER DESIGN ISSUE , INCLUDING BUT NOT UMITED TO
OTM� ELEZCOTNPo pENOCRE39/EDRESS, PROPERTY SET -BACKS. RNSH FLOOR ELEVATION AND SLOPE, OR
fM •NTSEy ARE THE RESPONSIBRDY OF OTHERS.
THESE STRUCTURES ARE DESIGNED AS NON -HABITABLE URUTY/STORAGE BUILDNOS (RISK CATEGORY 1) CAPABLE
OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPU LIVE AND VAtt�1 LOADS IMPROVEMENTS NOT
WI SPECIFICALLY ADDRESSED HERON. INCLUDING DOORS,NDOWS, OR OTHER COMPONENTS NOT LISTED IN THE
FBC APPROVED PRODUCTS UST (TH5 SLEET). AND NOT PROVIDED AND INSTALLED BY CARPORTS ANYWHERE,
ANC.•_ EREHNOORR THE DEAN NEERING DESNAL LOADS " SHALL NSTRO BE RESPONSIBLE FOR STTURE SHALL BE AT THE RUCTURAL RAL DAMAGE OS RISK. R FAILURE
DUE TO THE APPLICATION OF ADDITIONAL LOADS,
SASE AWL GROUND ANCHOR REOUIREMENIS. ONE WMN D' OF EVERY POST LOCATION, AND BOTH SIDES OF
OPENINGS WHORE BASE RAIL 5 ABSENT. GROUND ANCHORS ARE NOT REQUIRED FOR CONCRETE FOOTING
AND/OR CONCRETE SLAB CONSTRUCTION, SEE GROUND ANCHOR SCHEDULE (THIS SLEET) FOR SPECIFIC TYPE
GROUND ANCHOR REWIRE711EN73.
PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE SHA
AUTHENTICATION CODE MUST BE VERIFIED ON ANY
ELECTRONIC COPIES
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CONCRETE FOUNDATION/BASE RAIL
DETAIL
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CONCRETE FOUNDATION/BASE RAIL
ANCHOR DETAIL (OPEN ONLY,
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RAIL D ETAI L
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FENCLOSED GENERIC ENGINEERING
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Digitally
LO
signed by
Matthew
16:31:21
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-05,00,
MIDI.► T. B.Mon P.E,
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