HomeMy WebLinkAboutBASE RAIL ANCHORING OPTIONSa
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BASE RAIL ANCHORAGE OPTIONS
SCANNED
ur.VEVANSIONiNCHCR ��
H BASE RAIL wmHIN a'OF EACH
POSTALOWS10ES St Lucie Court
EMBEDUENT
IAONCLIT C CONC. 1`0011460OOPSILM)
REINFORCEDwmr 2 ASsCON WUOUS
3A CONCRETE MONO. SLAB BASE RAIL ANCHORAGE
CONCRETE:
Concrete Shall Have a Minimum Specified Compressive Strength of 2500 PSI at 28 Days.
COVER OVER REINFORCING STEEL
For foundations, minimum concrete cover over reinforcing bars shell be., I
3Inches In foundations where the concrete la cast against and permanenttyin contact with the earth or exposed to the earth
or weather, and 1-12 inches elsewhere. Reinforcing bars embedded in grouted ceis shall have a minimum dear distance of
1141nch for fine grout or 121nch for coarse grout between reinforcing bars and any face Ole cell: Reinforcing bars used in
masonry wells shag have a masonry cover (including grout) of not less than 2 inches for masonry umts with face exposed to
earth or weather 1.112 inches for masonry un•Fs not exposed to earth or weather.
REINFORCING STEEL:
The reinforcing steel shall be minimum Grade 40.
GALVANIZATION:
Metal aaessoies for use In extedorwall construction and riot. diredly.exposed to the weather shall be galvanized In
accordance with ASTM A 153, Class B-2. Metal plate connectors, screws, hots and naB.a exposed dbeclhy to one weather
shall be stainless steel or hot dippe4galvanhad.
REINFORCEMENT MAY BE BENT IN THE SHOP OR THE FIELD PROVIDED.
1. All reinforcement Is bent cold;
2. The diameter of the bend, measured on the Inside of the bar, Is not less than she -bar diameters: and
3. Reinforcement partially embedded in coscrete shag not be field berit.
EXCEPTION:
Where bending Is necessary to align dowel bars with a vertical cell, bars partially embedded In concrete shag be
permitted to be bent at a slope of not mote than 1 Inch of horizontal displacement to 6 inches of vedioalbar length.
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INSTALL 14 W EXPANSIONANCHOR
THROUGH BASE RAE WM W 50F EACH
RAFTER FOSr A LCNG SIDES
r 6' MINIMUM (Nale: For Open carpam, m Was
f "slab maybe hah with Daseraim ends)
i MWarUN Zrµ' OdSEDLEM1T
PAVElM?
{� CONCRETE SLAB BASE RAIL ANCHORAGE
3 B Not To Sale 'OPTIONAL • OPEN CARPORTS ONLY)
TWASNERS
TOP OF ASPf 4TPAWRIENr
ORGRCLWDSURFACE
BASE RAn.
r OREL ST XCLE THROUCH7HE
Bftic RAIL A40 SECUZ TO
ANCHOR EYE w1TN IW DUUErER
.. .... TFWOUGHBCLT
EYEANCHOR II .
SV RODJO'LONG u
w1TH DEL A' HELOT
(SEE NOYE B, PACE 1.FOR .
SPACM REODU:EA'ENTS)
(� GROUND BASE RAIL ANCHORAGE
3C Nor To Sea a (CAN BE USED FORASPHALT)
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A -� it A� • r, d
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BECHTOL ENGINEERING
AND TEST/NGxinc. J&B BUILDING SERVICES, INC.
CONSULTING GEOTECHNICAL, ENVIRONMENTAL. AND MATERIALS TESTING ENGINEERS ,
Cerffiale o1 AUalod7adon No. 54S2
FIELm �^ CHECKED: IP I DAFC 03-07-16 PROI."D: G16003
DRAwN: RR AP*OvEo� TB I SHEET 4 OF 11