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+ ��'SIGN CRITERIA• �ROWTHER RENODEL JQB �•1502-1G
Floor Live Load ----=------------------------------- 4G psf
' Floor Deod Load ------------------------------------ 15 psf
� IBC/IRC Edition ------------------------------------ 2012
° Per IBC 3403.4, lateral load elements may remain unaltered since the alterations to the structure
do not increase the demand-to-capacity ratio by more than 10%
SPECIAL INSPECTIONS:
a. No special structural inspections are required. Periodic observations of construction by the
structural engineer are not considered to be special inspections.
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a. Except where noted otherwise, oil 2" nominal lumber, except studs, shall be Douglas Fir-Larch
#2 and better, and all solid timber beams and posts 3" nominal and wider shall be Dougias
Fir-Larch #2.
b. Studs shoil be Stud grode and better pouglas Fir-Larch or Hem Fir.
c. Buiit-up posts shall consist of Douglas Fir-Larch or Hem Fir #2 or better 2x4 or 2x6 studs
per plan and shall be nailed together with 2 rows of 16d nails � 6" on center olong each
stud.
d. Except as noted otherwise, minimum nailing shall be provided as specified in the "Fastening
Schedute" in 2012 IBC Table 2304.9.1.
e. Laminated veneer tumber (�VL) shall be 1�'4" wide and have the following minimum properties:
1. Flexural stress --------------------------- 2600 psi
2. Modulus of elosticity ----------------------- 1,900.000 psi
3. Tension parallel to grain --------------------- 1850 psi
4. Compression parallel to grain ----------------- 2310 psi
5. Compression perpendicular to grain (porallel to glue line) 750 psi
6. Horizontal shear ------------------------- 285 psi
7. Co�nection of multipte-member beams:
A. Side-loaded beam5
i) For four member beams, bolt through with 2 rows of t/2" diameter bolts at
�2" o.c.
f. Froming Notes:
1. Floor Construction:
A. Provide 3/4" thick APA rated Sturdifloor rated at 24" o.c., tongue and groove,
exposure 1. Glue ond nail panels to all supports with 8d noils spoced at 6" along
panel edges and at 12" along intermediate supports. Install sheathing with long
dimension perpendicular to joists and end joints staggered.
GENERAL REQUIREMENTS:
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d.
e.
Structural erection and bracing: The structural drawings illustrote the completed structure
with ail elements in their finai positions, properly supported and braced. The contractor, in
the proper sequence, shall provide shoring and bracing as may be required during construction
to achieve the final compieted structure. Contact structural engineer for consultation (not in
contract) os required.
Construction practices: Generol contractor is responsible for means, methods, techniques,
sequences and procedures for construction of this project. Notify structural engineer of
omissions or conflicts between the working drawings and existing conditions. Coordinate
requirements for mechanicol/electrical/plumbing penetrations through structurol elements with
structural engineer. Jobsite safety is the sole responsibility of the contractor. Ali methods
used for construction sholl be in accordance with the latest editions of the IBC/IRC.
It is the responsibility of the contractor to contact the structural engineer at the appropriate
time to perform site observation visits. Observation visits to the jobsite by the engineer are
for determination of general conformonce with the construction documents and sholi not be
construed as inspection.
Though every effort is made to provide a complete and clear set of construction documents,
discrepancies or omissions may occur. Release of these drawings anticipates cooperation and
continued communication between the contractor, architect and engineer to provide the best
possible structure. These drawings have been prepared for the use of a qualified contractor
experienced in the construction techniques and systems depicted.
Existing structures: Contractor shall be responsibie for verifying dimensions, elevations,
framing, foundation and anything eise that may affect the work shown on the drawings.
Underpinning, shoring and brocing of existing structures shail be the responsibility of the
contractor_
05/13/15
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(N) 2x8 LEDGER w/� L`L�
(3)—LEDGERLOK SCREWS � ��1 \�.
16" O.C. INTO (E) STUDS, ��`
TYP.
(N) SIMPSON LUS28,
TYP. OR SIMPSON
LUS46 FOR LVL's
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(E) EXT. WALL ��� ��1
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LOFT FR Alvl I N G P LAN SCALE: 1 /4�� - ,�-o��
PLAN NOTES FOR NEW FRAMING:
1. EXISIING INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS:
NEW POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED:
EXISIING POSTS BELOW (ORIGINA?1NG FROM THIS LEVEL OR ABOVE) ARE INDICATED:;g
2. ALL POSTS ARE LABELED AT THE TOP.
3. NEW FLOOR SHEATHING IS �" TONGUE AND GROOVE APA STURDIFLOOR, EXP.1, SPAN RA71NG 24 O.C.
4. EXISTING CONSTRUC710N (E) IS INDICATED THUS ( ), NEW CONSTRUCTION (N) IS INDICATED THUS ( )-
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