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14720
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2900 - Site Mitigation Program
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PR0542085
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ARCHIVED REPORTS
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Last modified
5/7/2020 3:18:39 PM
Creation date
5/7/2020 3:08:28 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
RECORD_ID
PR0542085
PE
2965
FACILITY_ID
FA0010858
FACILITY_NAME
SJC PUBLIC WORKS /UTILITY-FLAG CITY
STREET_NUMBER
14720
STREET_NAME
REPUBLIC
STREET_TYPE
St
City
LODI
Zip
95242
APN
05532009
CURRENT_STATUS
02
SITE_LOCATION
14720 Republic St
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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LSauers
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EHD - Public
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I1 3.07 ALIGNMENT <br /> 2 <br /> 3 On framing members to receive a finished surface, align the finish subsurface to vary not <br /> 4 more than 1/8" from the plane of surfaces of adjacent furring and framing members. <br /> 5 <br /> 6 3.08 INSTALLATION OF PLYWOOD SHEATHING <br /> 7 <br /> e A. Placement: <br /> 9 <br /> 10 1. Place plywood with face grain perpendicular to supports and continuously over at least <br /> 11 two supports, except where otherwise shown on the Drawings. <br /> 12 <br /> 13 2. Center joints accurately over supports, unless otherwise shown on the Drawings. <br /> 14 <br /> 1s <br /> 16 B. Protect plywood from moisture by use of waterproof coverings until the plywood in turn has <br /> 17 been covered with the next succeeding component or finish. <br /> 18 <br /> 19 3.09 PRESERVATIVE TREATMENT <br /> 20 <br /> 21 Where pressure treated fir is not used or called for, ends of joists, studs, posts, sheathing, <br /> 22 plywood and blocking within two feet of finished grade shall be dipped, after sawing, for <br /> 23 a minimum of 15 minutes in specified wood preservative for a distance of 6 inches from <br /> 24 ends. Nailers, grounds, sleepers and similar members embedded in, or in contact with, <br /> 25 concrete or masonry shall be dipped, after sawing, for a minimum of 15 minutes in <br /> 26 specified preservative for the entire length of piece. <br /> 27 <br /> 28 3.10 FASTENING <br /> 29 <br /> 30 A. Nailing: <br /> 31 <br /> 32 1. Use only common wire nails or spikes of the dimension shown on the Nailing <br /> 33 Schedule, except where otherwise specifically noted on the Drawings. <br /> 34 <br /> 35 2. For conditions not covered in the Nailing Schedule provide penetration into the piece <br /> 36 receiving the point of not less than 1/2 the length of the nail or spike, provided, <br /> 37 however, that 16d nails may be used to connect two pieces of 2" (nominal) thickness. <br /> ' 38 <br /> 39 3. Nail without splitting wood. <br /> 40 <br /> 41 4. Pre-bore as required. <br /> 42 <br /> 43 5. Remove split members and replace with members complying with the specified <br /> 44 requirements. <br /> 4s <br /> as B. Bolting: <br /> 47 <br /> as 1. Drill holes 1/16" larger in diameter than the bolts being used. <br /> 49 <br /> 50 2. Drill straight and true from one side only. <br /> 51 <br /> 52 <br /> ROUGH CARPENTRY <br /> 042894 06100-5 <br />
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