HomeMy WebLinkAboutB12-0206 plansGENERAL NOTES: 2039 CHAMONIX LANE RAILING REPAIR JOB# 0306 -12
DESIGN CRITERIA:
DECK RAILING (PER SEC. 1607.7 2009 IBC) 50 PLF
IBC EDITION: 2009
STRUCTURAL WOOD FRAMING:
1. EXCEPT WHERE NOTED OTHERWISE, ALL 2" NOMINAL LUMBER EXCEPT STUDS
SHALL BE DOUGLAS FIR -LARCH #2 AND BETTER. ALL SOLID TIMBER POSTS AND
BEAMS 3" NOMINAL AND WIDER SHALL BE DOUGLAS FIR -LARCH #2 UNLESS
NOTED OTHERWISE ON PLAN,
2. BOLTS USED IN FRAMING CONNECTIONS SHALL BE INSTALLED WITH
STANDARD WASHERS AND NUTS.
3. REFER TO THE 2009 IRC TABLE R602.3(1) OR 2009 IBC TABLE 2304.9.1 FOR
MINIMUM FASTENING SCHEDULE. A COPY OF THIS TABLE CAN BE PROVIDED
UPON REQUEST. AS STATED IN SECTION 2304.9.5 OF THE 2009 IBC SECTION
2304.9.5: FASTENERS IN CONTACT WITH PRESERVATIVE - TREATED AND
FIRE - RETARDANT- TREATED WOOD SHALL BE OF HOT - DIPPED ZINC - COATED
GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER.
FASTENINGS FOR WOOD FOUNDATIONS SHALL BE AS REQUIRED IN AF &PA PWF
4. UNLESS NOTED OTHERWISE, STEEL CONNECTORS SHALL BE USED TO JOIN
RAFTERS, JOISTS AND BEAMS SUCH AS SIMPSON STRONG -TIE CONNECTORS OR
EQUIVALENT. CONNETORS THAT ARE USED IN EXTERIOR APPLICATIONS AND IN
CONTACT WITH PRESERVATIVE - TREATED WOOD SHALL HAVE COATING TYPES
AND WEIGHTS IN ACCORDANCE WITH THE TREATED WOOD OF CONNECTOR
MANUFACTURERS' RECOMMENDATIONS OR IN ACCORDANCE TO IBC SECTION
2304.9.5.1,
STRUCTURAL STEEL:
4. OBSERVATION VISITS BY THE STRUCTURAL ENGINEER ARE FOR
DETERMINATION OF GENERAL COMPLIANCE WITH THE CONSTRUCTION
DOCUMENTS, THIS OBSERVATION VISIT IS NOT AN INSPECTION. THE
CONTRACTOR SHALL CONTACT THE ENGINEER AT THE APPROPRIATE TIME TO
SCHEDULE THIS VISIT.
5. IF NEW CONSTRUCTION ADJOINS AN EXISTING STRUCTURE, THE
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING DIMENSIONS,
ELEVATIONS AND ALL EXISTING CONDITIONS. UNDERPINNING AND SHORING OF
EXISTING STRUCTURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
CONSULT WITH THE ENGINEER FOR SHORING DESIGN AND RECOMMENDATIONS
(NOT IN CONTRACT).
6. WHILE EVERY EFFORT IS MADE TO PROVIDE A COMPLETE AND ACCURATE SET
OF CONSTRUCTION DOCUMENTS, ERRORS OR OMISSIONS MAY OCCUR.
RELEASE OF THESE DRAWINGS ANTICIPATES CONTINUED COOPERATION AND
COMMUNICATION BETWEEN THE CONTRACTOR, ARCHITECT AND ENGINEER TO
PROVIDE THE BEST POSSIBLE STRUCTURE.
CONNECTION SCHEDULE
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1. ALL BOLTS USED IN STEEL FRAMING SHALL CONFORM TO ASTM
SPECIFICATION A325. ANCHOR BOLTS AND BOLTS (INCLUDING LAGS) USED IN (E) - 2 x 8
TIMBER CONNECTIONS MAY BE ASTM A307.
GENERAL REQUIREMENTS:
1. CHECK ALL DIMENSIONS AGAINST ARCHITECTURAL DRAWINGS PRIOR TO
CONSTRUCTION. DO NOT SCALE DRAWINGS. CONTACT ENGINEER IF
DISCREPANCIES IN DIMENSIONS ARE DISCOVERED.
2. THE STRUCTURAL DRAWINGS DESCRIBE THE COMPLETED STRUCTURE.
THESE DRAWINGS HAVE BEEN PREPARED FOR THE USE OF A QUALIFIED
CONTRACTOR WITH EXPERIENCE IN THE CONSTRUCTION SYSTEMS AND
TECHNIQUES DESCRIBED. THE CONTRACTOR SHALL PROVIDE ADEQUATE
SHORING AND BRACING IN THE PROPER SEQUENCE, AS MAY BE REQUIRED TO
ACHIEVE THE FINAL COMPLETED STRUCTURE. THE SEQUENCE OF
CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. CONSULT WITH
THE ENGINEER FOR SHORING DESIGN AND RECOMMENDATIONS (NOT IN
CONTRACT).
3. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS, METHODS SEQUENCES
AND PROCEDURES FOR CONSTRUCTION OF THIS PROJECT. NOTIFY
STRUCTURAL ENGINEER OF ERRORS OR OMISSIONS IN THE CONSTRUCTION
DOCUMENTS IMMEDIATELY. DO NOT PROCEED UNTIL ERRORS OR OMISSIONS
ARE RESOLVED. COORDINATE REQUIREMENTS FOR ALL PENETRATIONS
THROUGH STRUCTURAL MEMBERS WITH STRUCTURAL ENGINEER. JOBSITE
SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
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INDICATES EXISTING
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INDICATES EXISTING
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PROVIDE (N) -2x8 TO REDUCE —
SPACING TO A MAX. OF 16" O.C.
IF REPLACING EXSTG. DECKING
WITH A COMPOSITE DECKING
(VIF W/ MANUFACTURER)
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ABBREVIATIONS LIST
ABV.
ABOVE
ADJ.
ADJACENT
ALT.
ALTERNATE
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ARCHITECT
BLKG.
BLOCKING
BM.
BEAM
BRG.
BEARING
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CONT.
CONTINUOU
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EQUAL
HDR.
HEADER D
HORIZ.
HORIZONTAL
INFO.
INFORMATION
INV.
INVERTED
JSTS.
JOISTS
MANF.
MANUFACTURER
O.C.
ON CENTER
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REF.
REFERENCE
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1. NEW NEWEL POSTS NOT CONTINUOUS BELOW ARE INDICATED: ❑
2, (E)- EXISTING FRAMING INDICATED AS THUS: (- — — - ) (N) -NEW FRAMING INDICATED AS THUS:
3. 0 INDICATES CONNECTION TYPE. REFERENCE SCHEDULE SHEET S1.
4. DO NOT SCALE DRAWINGS
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P R O J E C T: 0306 -12
DRAWN BY: JPL
REVIEWED BY: JPL
D A T E : PERMIT 06.20.12
REVISIONS:
GENERAL NOTES
& DECK FRAMING
PLAN
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(N) -2x4 HORIZ. TOP & BOT
OF VAIL
(N) - #10 x 3" DECK SCREWS,
TOP, BOT. & @ 8" O.C. TYP.
@ FIRST PICKET
(N) -1 112" x 1 112"
PICKETS W/ 4" MAX.
OPENING BTWN.
PROVIDE 1 112" x 1 112"
VERT. EA. SIDE OF
(N) -4x4 NEWEL POST
(N)- (2) - #10 x 2 1/2"
DECK SCREWS, TOP &
BOT. TYP.
(N) -4x4 NEWEL POST TIGHT
TO (E) -4x10 W/ (2) -5/8" O T.B.'s
(IF 4x10 APPEARS TO BE ROTTEN
PROVIDE A NEW 2x10 THE FULL
LENGTH W/ FOUR ROWS OF 10d -NAILS
ALONG LENGTH & ADD (2)- 3/16 "x6"
TIMBER -LOK SCREWS)
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P R O J E C T: 0306 -12
DRAWN BY: JPL
REVIEWED BY: JPL
D A T E : PERMIT 06.20.12
REVISIONS:
DETAILS
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