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DSLBD Office Fit Out - Broughton Construction Company

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2. Doors may, at Contractor’s option, be completely pre-fitted for all hardware by door manufacturer.<br />

3. Locate items in compliance with Door and Hardware Institute publication WDHS.3 Recommended<br />

Hardware Locations for Wood Flush Doors. Mounting heights shall be measured from finish floor,<br />

except top butt.<br />

a. Butts:<br />

1) Top: 9 5/8” center of butt to top of door<br />

2) Intermediate: Equal distance between top and bottom butts<br />

3) Bottom: 10 3/8” to center of butt<br />

b. Locksets and Latchsets: 40 5/16” to center of strike<br />

c. Deadlocks: 60” to center of strike<br />

d. Exit Devices: 40 5/16” to center of strike<br />

e. Push Plates: 45” to center<br />

f. Pull Bars (Grips): 42” to center<br />

4. Wood Veneer: Transparent finish<br />

a. Matching of Adjacent Pieces of Veneer: Book match<br />

b. Panel Face Assembly: Center-Balance match<br />

c. Doors in pairs and sets shall be sequence matched.<br />

5. Blocking: Provide either hardwood or structural composite lumber wood blocking in doors or as<br />

required to meet specified fire rating and as follows:<br />

a. Top Rail (No Closer): Minimum 1-1/8 inch.<br />

b. Top Rail (Closer): Minimum 5-inch remaining after installation. Verify with closer<br />

manufacturer.<br />

c. Bottom Rail: Minimum 1-1/8 inch after undercut.<br />

d. Bottom Rail: 5-inch bottom-rail in doors indicated to have kick, mop, or armor plates.<br />

e. Midrail: 5-inch midrail blocking, in doors indicated to have exit devices at location of exit<br />

device.<br />

6. Stiles: Provide stiles consisting of two plys.<br />

a. The inner-ply shall be minimum 1-1/8 inches Structural Composite Lumber (SCL) or<br />

approved non-combustible material on 20 minute rated doors, On 45, 60, and 90 minute<br />

rated doors, the inner-ply shall be 1-inch of Structural Composite lumber or approved<br />

combustible material.<br />

b. The outer ply shall be of hardwood lumber the same species as the face veneer with.<br />

c. Veneer tape will not be permitted.<br />

B. Flush Slab Doors:<br />

1. Vertical and horizontal edges of solid and mineral core doors shall be bonded to core and then<br />

abrasively planed before veneering to ensure minimal telegraphing of core part through veneers.<br />

2. Hot press entire door construction under 85 psi to 125 psi at not less than 240°F to ensure even<br />

glue bonds at door edges and across face.<br />

3. Provide doors with 1 3/4” (35 mm) minimum thickness, 2-ply stile and rail edges outer ply of same<br />

wood species as face veneer; inner ply mill option.<br />

4. Glue lines between face and frame, and between plies of face shall be Type I rigid set adhesive.<br />

5. Non-rated doors shall meet performance criteria as follows:<br />

a. Split Resistance:<br />

1) Not less than 500 pounds when tested in compliance with WDMA Test Method<br />

5.<br />

b. Direct Screw Withdrawal: ASTM D1037<br />

1) Not less than 1,000 pounds when tested in compliance with WDMA Test<br />

Method 10.<br />

c. Hinge Loading:<br />

1) Not less than 1,380 pounds when tested in compliance with WDMA Test<br />

Method 8.<br />

C. Labeled Flush Slab Doors: 45, 60, and 90 minute rated<br />

WOOD DOORS 08 14 00-6

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