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NO. DATE REMARKS BY:
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BARDERA & A'Ssociates, Inc. MULLIS RESIDENCE
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NO. DATE REMARKS BY.
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CITY OF ATLANTIC BEACH
BUILDING OFFICE
APR 1 1
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BARBERA & A'Ssociates, Inc. MULLIS RESIDENCE
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SEMINOLE REACH A C C14
CHECKED JOB NO.
Architects & Planners yi�
BY:
DAI 8828 12-0 F !4`5
NO. DATE REMARKS
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Nailing Nails
I Unless otherwise shown on drawings, minimum cover for reinforcing shall, be Joining Method No. Size. Placement 15. Roof and wall sheathing shall be identified for grade and glue type by the
as follows: *trademarks of an approved testing and grading agency.
Ceiling joist to top wall
Footings 311 plate Toenail 3 8d 16. All treated wood shall bear an approved AWPB quality mark or that of an
Slabs on Grade I" (clear from top of slab surface) approved independent inspection agency.
Ceiling joist laps at
2. All reinforcing shall be held securely in position with standard acces- partition Facenail 4 16d 17'. All lumber and plywood members, including pressure treated, 2" thick and
sories during placing 6f the concrete. less shall contain not more than 19% moisture at thetimeof construction.
Rafter to top plate Toenail 2 8d
3. Splices in reinforcing, where permitted, shall be as follows: 18, All sleepers and sills shall be made of pressure treated wood.
Rafter to ceiling joist Facenail 5 lod
Welded Wire Fabrice 611 19. Not less than three studs shall be installed at every corner of an exterior
All Other Class "Coo Tension Splice Rafter to valley or hip wall.
rafter Toenail 3 10d
Class "Coo Tension splices in inches shall be as follows: 20. Build bearing walls first. All non-bearing walls must be builtqfter' roof
Ridge board to'rafter Endnail 3 10d construction is completed or leave a 1/4" space between top plate of non-
#3 - 15 bearing walls and bottom of trusses.
#4 - 20 Rafter to rafter through Toenail 4 8d
#5 - -26 ridge board Edgena-il I 10d 21. Roof joists shall be laterally supported at the ends by solid blocks or
diagonal struts. Such bridging may be omitted where end of joists are
4. Provide, 1/2" premotalded expansicg� joint where slab on grade is poured Collar beam to rafter: nailed to a header, band joist or to an adjoining stud.' Also, provide
around columns and against grade beams or walls unless otherwise shown or 2 in. member Facenail 2 solid block or diagonal strusts at 8'-0" maximum spacing.
noted. I in. member Facenail 3 8d
.22, All double headers shall be nailed together with 16d nails staggered at 16"
5. Steps ia wall footings shall not exceed a slope of one (1) vertical to 1-in. diagonal let-in brace on centers.
two (2) horizontal. to each stud and' plate
(4 nails at top) 2 8d 23. Notches on the ends of joists. shall.'not exceed ope-fourth the depth. Holes
6. If footing elevations shown occur in a disturbed, unstable or unsuitable bored �or pipes or cable shall not be� withih the top or bottom one-third of
soil, the engineer shall be notified. Built-up corner studs: the joist depth and the diameter-of any such hole shall not exceed
studs to blocking Facenail 2 10d each side
7. Compact top 12 inches of subgrade below slabs and foundation areas to a intersecting stud to one-third the joist depth. Notches for pipes in the top or bottom
one-third joist depth require engineer's approval and shall not exceed
minimum of 95% of maximum density. See note #9 below. corner studs Facenail 16d 12 in. on center one-sixth the joist depth and shall not be located in the middle one-third
of the span.
8. All fill and backfi.11 shall be compacted to 95% maximum density in Wall sheath'ing,. vertical
accordance with ASTM D-1557. All fill and backfill shall be clean, free applied plywood: 6 in. edge 24. All studs, fireplaces or headers, �eams, joists, and trusses shall be kept
'draining sand with a maximum of 10% passing the No. 200 mesh, free from 1/2 in. and over thick Facenail 8d (U.O.N.) and at least 2" from the outside face of chimney or fireplaote masonry. All
organic material, tunless otherwise noted 12 in. intermed. wood shall be kept at least 6" from fireplace opening.
9. Proof-Rolling: Upon striping the building area of all top soil, trees, Roof sheathing, plywood:
6 in. edge 25. Unless otherwise noted, use the following mirnimum grades of lumber for
vegetation and other unsuitable material, the entire building area and to a 1/2 in. and over thick Facenail 8d (U.O.N.) and ' framing:
point five.feet beyond the building perimeter shall'be proof-rolled and 12 in. intermed,
compacted with a heavy vibratory drum compactor with a minimum static Framiq& Minimum Grade
weight of 9.5 tons and a minimum drum diameter of five feet. Make at least
eight complete coverages in the building area, four in each Airection, and Sill on foundation walls or slab on grade utility
continue proof-rolling until the subgrade is densified to 95% maximum' for coastal construction only No. 1
density at a two-foot depth below the proof-rolled surface; make at least
four tests in the building area to verify the subgrade has been densified
to 90% maximum density to a two-foot depth. TABLES OF EQUIVALENT FASTENERS, STAPLES, NAILS AND T-NAILS Joists, rafters and headers No. 2 or No. 3
(VALID FOR LATERAL LOAD ONLY)
Plates, caps and bucks for coastal
Utility
10. The number and size.- of nails or staples connecting wood members shall not construction only No. 1
be less than those specified below: COMMON EQUIV. SPACING OF APPROVED FASTENER
NAIL STAPLES NAILS T-NAILS ' Framing Minimum Grade
NAILS SPACING GAUGE 16 15 14 113 131
Joining Nailing Method No. Size Placement PENE-
TRATION III 111 1 1/4" 1 1/2" Plates for knee walls No. 2
Joist header to joist Endnail 3 16d
6 d AT 411 3 1/2" 4" 5" 411 51' ' Studs Stud GradeNo. 3
Joist to sill or girder Toenail 3 8d 6" 511 611 7" 61f 7 1/2" Surface Dry
8,1 6 1/2" 811 9 1/2" Sol 1011 Posts and columns
Header and edge joist 1011 8 1�211 1011 1211 1011 12" 2" to 4" thick No. 2
to sill Toenail 8d. 16 in. on center 1211 101, A2$1 14 1/2" 12tl 14 1/2" over 5" thick No. 2SR
Bridging to joist Toenail 2 8d 8 d, AT 4" 2 1/2" 3 1/2" 411 3 1/2" 411 Roof truss members 2" to 4" thick
each end 611 411 511 6" 511 6" upper and lower chords Nd. 2
811 5 1/2" 6 1/2" Bit 6 1/2" 811 other No. '3
Ledger strip to bm, 1011 6 1/211 811 loti 811 lot$
2 in. thick 3 8d at each joist 1211 811 1211 9 1/2" 1211 5" and thicker No. 2SR
Subfloor, plywood: 10 d AT 411 21" 2 1/2" 311 2 1/2" 3 1/2" 26. Minimum rafter size at 16" maximum spacing f(or coastal area -gba-11 be as
at edges 8d 6 In. on center 6" 3 1/2" 4" 511 4ff 5fl follows;
at intermediate joists 8d 8 in. on center 811
4 1/2" 5 1/2" 6 1/2" 5 1/2" 711
101, 5 1/2" 7" Big
6 1/2" 8 1/2" Rafter Size Maximum Span Maximum Span
Sole plate to stud,, 14 1211 6 1/2" 811 9 1/211 8" 1011
No. 3 Grade No. 2 Grade
horizontal assemblyr Endnail 2 16d at each stud
Top plate to,stud Endnail 2 16d NOTE: Penetration is the depth of embedment of the staple or nail into the 2 x 6 101 121
main member required to attain its full ca acity (shear value) for lateral 2 )e 8 121 161
p 2 x 10 161 201
Stud to sole plate Toenail 4 8d loading.
2 x 12 201 241
Sole plate to joist 11. Use deformed shank or annular nails'to attach sheathing in coastal areas.
or blocking Facenail 16d 16 in. on center Also, all nails must be double galvanized.
27. Use 2 x 4 blocking spaced 2'-0 on centers b(etween ceiling joists or
Doubled studs Facenail 10d 16 in. on cente� 12. Engineer approved equal fasteners, made by one of the following manu- trusses for 8'-0" from each gable.
stagger facturers can be substituted and used instead of those indicated on the 28. Minimum roof coverings shall be 250 lb. asphialt shingles 12 gaug e 3/8" 11D
plans. .P.V. 11 '1
End stud of' intersecting PPo , corrosion resistent annular type nails 4/36" shingle secti6n.
N p4%
wall to exterior waill stud Facenail 16d 16 in. on center (a) TECO, Chevy Chase, MD 20815 111 DJt4G Off
13011- 29. Refer to General Notes and Design Criteria ficir addition framing require-
(b) Panel Cl!ip, Markham, Ontario, CA
10P0 ments.
Upper top plate to lower (c) Kant-Sag, Montgomery, MN 56069
top plate Facenail tPR,
16d 16 in. on center (d) Simpson, San Leandro, CA 94577 30. All structural openings around or affected b�y mechanical, electrical rid
plumbing equipment shall be verified with eqiuipment purchased before
Upper top plate, laps and 13. All lumber shall be identified by the grademark of'an approved lumber . proceeding with structural work affected.
intersections Facenail 2 16d grading or inspection bureau or agency. J It
kX�
Continuous header, two 14. Structural glued laminated timber shall be manufactured and identified as V
pieces, each edge .12d . 12 in. on center required in ANSI/AITC A190.1.
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