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DESIGN CRITERIA� Columbine North Deck Repair–E1 JOB #1312-05
Existing Deck is rated for 50 psf Live Load – Provide plocord as indicated on S2.
Deck Dead Load ------------------------------------ 10 psf
Wind (3 Second Gust) -------------------------------- 90 mph (Exp. B)
Seismic Design Cotegory ------------------------------- EXEMPT
IBC/IRC Edition ------------------------------------ 2012
SPECIAL INSPECTIONS:
a. No speciol structural inspections are required. Periodic observations of construction by the
structural engineer are not considered to be special inspections.
STRUCTURAL WOOD FRAMING:
o. All 2" nominai lumber shall be Douglas Fir–Larch #2 and better.
b. Bolts used for wood framing connections shall be installed with stondard washers and nuts.
GENERAL REQUIREMENTS:
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Structural erection and bracing: The structural drowings illustrate the completed structure
with all elements in their final positions, properly supported ond braced. The contractor, in
the proper sequence, shall provide shoring and bracing as may be required during constructi
to ochieve the final completed structure. Contact structural engineer for consultation (not '
contract) as required.
Construction practices: General 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 mechanical/electricol/plumbing penetrations through structurol elements wit
structural engineer. Jobsite safety is the sole responsibility of the contractor. All methods
used for construction sholl be in accordance with the latest editions of the IBC/IRC.
All waterproofing and flashing is the responsibility of the architect and controctor.
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 shall not be
construed as inspection.
Though every effort is made to provide a complete ond clear set of construction documents,
discrepancies or omissions may occur. Release of these drawings anticipotes cooperotion 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 quolified contractor
experienced in the construction techniques ond systems depicted.
Existing structures: Contractor sholl be responsible for verifying dimensions, elevotions,
framing, foundotion and onything else that may affect the work shown on the drawings.
Underpinning, shoring and bracing of existing structures shall be the responsibility of the
controctor.
ATTACH RIM TO JOIST ENDS
w/ 6" TIMBERLOK SCREW,
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SCALE: 3/a�� = 1'-0"
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NOTE: PLACARD SHALL BE POSTED i � I � I �
INDICATING UVE LOAD OF 50psf i I�I I I i !
FOR THIS DECK FRAMING PER
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EXSTG. BLDG. OUTLINE � � SISTER NEW 2x8 TO EXSTG. 2x81 s@ �
I 16" O.C. w/ (2)-10d NAILS Q 12" O.C. ';
REPLACE 2x6 (STAGGERED).
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�ATTACH RIM TO JOIST ENDS w/
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SISTER NEW 2x8 RIM TO EXSTG.
2x8 w/ (3)-10d NAILS @ 16"
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D E C K 8c E N TR Y �R A M I N G P LA N SCALE: 1 /4�� _ � �- o�� ,
PLAN NOTES FOR NEW FRAMING:
1. EXISTING CONSTRUCTION IS INDICATED THUS ( ), NEW CONSTRUCTION IS INDICATED THUS (
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