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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2007_EP-07-301 thru EP-07-400_ - EP-07-349
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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2007_EP-07-301 thru EP-07-400_ - EP-07-349
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Last modified
6/15/2021 10:47:06 AM
Creation date
12/30/2015 9:55:27 AM
Metadata
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Permits_Development
DocName
EP-07-349
Category07
Encroachment(EP)/Driveway(DW) Permits
SubCategory07
2007\EP-07-301 thru EP-07-400
Year2
2007
Supplemental fields
Applicant
ZABIH ZACA
Contracts
CrossReference
Date Entered
11/16/2007
Description
ENCROACHMENT PERMIT
DocCategory
Permit Applications (PA)
Notes
Owners
Parcel Address
FROM CHRISMAN RD. ALONG THE S/S OF 11th ST.
Primary Parcel
Type (2)
Tags
Permits_Development
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bolts and cap <br /> the American Standar Screw a d nuts shall hbe HeavyllHexagon Serescrews shall <br /> have hexagon head <br /> 3. All bolts and nuts shall be installed with washers fabricated of material <br /> matching the base material of bolts, except that hardened washers for <br /> high strength bolts shall conform to the requirements of the AISC <br /> Specification. Lock fabs Gated ofhers all e maberial matled with ching the bolts.ers where <br /> indicated and shall <br /> 4. The length of all bolts shall be such th but fnenojoints <br /> seare <br /> made <br /> u1p, each <br /> ch <br /> bolt shall extend through the entire nut, <br /> beyond the nut. J <br /> E. Adhesive Anchors <br /> onry anchors shall be adhesive <br /> Unless otherwise indicated, all drilled, concrete <br /> unlessaccompaniedsider accompanied with ICBO report <br /> anchors. No substitutions will be con <br /> verifying strength and material equivalency. <br /> 1. Epoxy adhesive anchors are required for drilled anchors where exposed <br /> to weather, in submerged, wet, splash, overhead, <br /> and corrosive <br /> conditions, and for anchoring handrails, pumps, mechanical equipment, <br /> and reinforcing bars. Epoxy anchor grout shall comply with Section <br /> 03600 - Grout. Threaded rod shall be stainless steel Type 316. <br /> 2. Unless otherwise indicated, glass capsule, polyester resin adhesive <br /> anchors will be permitted in locations not indicated above and shall be <br /> Hilti HVA or Molly Parabond. Threaded rod shall be galvanized steel. — <br /> F. Expanding-Type Anchors <br /> Expanding-type anchors if indicated or permitted, <br /> Ind, shall b'K Leel e p' a nsori equal.e Lead <br /> ITW <br /> Ramset/Redhead Trubolt anchors; McCullo <br /> caulking anchors will not be permitted, eshall <br /> be steel. dicaNont embedded b�ried oe _ <br /> anchors which are to be embedded grout may <br /> submerged anchors shall be stainless steel. <br /> PART 3 - EXECUTION <br /> 3.01 FABRICATION AND INSTALLATION REQUIREMENTS <br /> A. Fabrication and Erection <br /> Except as otherwise indicated, the mericans Instituteand <br /> Steel Construction rection of structural 'SManual of <br /> teel shall <br /> conform to the requirements of the <br /> Steel Construction." <br /> 3.02 WELDING <br /> A. Method <br /> Division III-99 NEI Phase II Water and Sewer <br /> July 2007 CIP Nos.7468,7589,7590 <br /> ----------- <br /> ----------- - <br />
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