HomeMy WebLinkAboutPLANS 1NOTE:
DRAWINGS REPRESENT SHORING SYSTEM THAT MAT BE MODIFIED BY THE ENGINEER OF
RECORD TO ACCOMMODATE ACTUAL FIELD CONDITIONS. DIMENSIONS ARE SCHEMATIC IN
NATURE AND DIMENSIONS SHOWN ARE MAXIMUMS THAT WOULD BE UTILIZED.
EXISTING DECKS MUST BE SHORED MIN OF (3) DECKS BELOW REPLACEMENT DECK.
2x4 WOOD STRINGERS 6LANNED
16" O.C. TYP TOE BY
(�n
2X4 LEDGER 16 Ya" NAIL TO 4x4 W ' 1 4C''IePCY1�8CfD
TAP CONS 16" OC / (1)
16d DUPLEX NAIL
EXISTING
CBS WAL
i
(2) 2X4 OR 4x4
WOOD STRINGERS
48" OC MAX TYP
SCREW JACK HEAD
NAILED W/(2) 16D
DUPLEX NAILS
STEEL SCREW JACK
POST SHORING SUPPORT
COLUMNS, W/ TOP &
BOTTOM PLATE SUPPORT SCREW JACK BASE
NAILED W/(2) 16D
DUPLEX NAILS —\
12" MAX 4'-0" OC MAX EA. WAY
4X4 STRINGER
MAX 4' OC--\ 4X4 STRINGER —�
PLYWOOD PAD
w
EXISTING CONCRETE DECK,
,. r
TYPICAL
SHORING DETAILS
Scale: N.T.S.'
AS PER THE NOTICE REQUIREMENTS OF 61G15-30.003(l) F.A.C., THIS DOCUMENT IS BEING. TRANSMITTED TO THE PUBLIC AGENCY 1b RStEIVE AGENCY REVIEW,
COMMENTS AND INTERPRETATIONS. THE DOCUMENTS MAY SUBSEQUENTLY BE REVISED BY THE ENGINEER TO REFLECT RESOLUTION OF ISSUES WITH THE PUBLIC
AGENCY PRIOR TO FINAL ACTION BY THE AGENCY. CHANGES, REVISIONS AND MODIFICATIONS TO A PROJECT MAY PROMPT ADDITIONAL DOCUMENT SUBMITTAL FOR
AGENCY APPROVAL ACTION ON THE SAME PROJECT. THE MOST CURRENT DATE OF THE ENGINEER OF RECORDS SIGNATURE ACCOMPANYING THE PUBLIC AGENCY'S
WRITTEN APPROVAL DESIGNATES THIS DOCUMENTS FINAL FORM.
DATE:
2ST SE DIXIE HVJI'
July 2016 OCEANA SOUTH 2 GTUART, FLS34996
E
SHEET NO.: PHONE: (772) 2870525
FAx:(772) 220-8686
D1 10600 S. OCEAN DR. Mw/ EB 0004456
JENSEN BEACH Fl . MATHER8 ENGINEERING CORPORA770N
CIVIL STRUCTURAL ARCHITECTURE LAND PLANNING
'(2) 2X4 OR 4x4
WOOD STRINGERS
2x4 WOOD STRINGERS 16"
48" O.C. TYP
O.C. TYP TOE NAIL TO 4x4
W/ (1) 16d DUPLEX NAIL
ONE
a
00
48" MAX
SHORING PLAN VIEW JACKS @ 4' OC
2
Scale: N.T.S.'
U9 l� Ito
NOTE:
DRAWINGS REPRESENT SHORING SYSTEM THAT MAT BE MODIFIED BY THE ENGINEER OF
RECORD TO ACCOMMODATE ACTUAL FIELD CONDITIONS. DIMENSIONS ARE SCHEMATIC IN
NATURE AND DIMENSIONS SHOWN ARE MAXIMUMS THAT WOULD BE UTILIZED.
EXISTING DECKS MUST BE SHORED MIN OF (3) DECKS BELOW REPLACEMENT DECK.
AS PER THE NOTICE REQUIREMENTS OF 61G15-30.003(I) F.A.C., THIS DOCUMENT IS BEING TRANSMITTED TO THE PUBLIC AGENCY TO RECEIVE AGENCY REVIEW,
COMMENTS AND INTERPRETATIONS. THE DOCUMENTS MAY SUBSEQUENTLY BE REVISED BY THE ENGINEER TO REFLECT RESOLUTION OF ISSUES WITH THE PUBLIC
AGENCY PRIOR TO FINAL ACTION BY THE AGENCY. CHANGES, REVISIONS AND MODIFICATIONS TO A PROJECT MAY PROMPT ADDITIONAL DOCUMENT SUBMITTAL FOR
AGENCY APPROVAL ACTION ON THE SAME PROJECT. THE MOST CURRENT DATE OF THE ENGINEER OF RECORDS SIGNATURE ACCOMPANYING THE PUBLIC AGENCYS
WRITTEN APPROVAL DESIGNATES THIS DOCUMENTS FINAL FORM.
DATE:
2431 SE DIXIE HWY
July 2016
OCEANA SOUTH
34996
STUART, FL-0525
PHONE: (772) 22M625
FAX. (77E820004466
SHEET NO.:
10600 S. OCEAN DR.
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D
MATHERS ENGINEERING CORPORATION
JENSEN BEACH Fl.
CIVIL STRUCTURAL ARCHITECTURE LAND PLANNING
GENERAL NOTT
THIS DRAWING IS PROVIDED AS A SERVICE TO ILLUSTRATE TYPICAL SHORING
ONLY. IT IS NOT INTENDED TO BE FULLY DIRECTIVE NOR COVER ERECTION,
ERECTION PROCEDURES, AND/OR QUALITY AND SAFETY CONTROL ON SITE.
CONTRACTOR IS RESPONSIBLE FOR ALL AFOREMENTIONED AND/OR SITE QUALITY
CONTROL/SAFETY, IN AS MUCH AS MEC DOES NOT CONTROL JOB SITE
ASSEMBLY OR PROCEDURES, GRADE OR QUALITY OF MATERIALS OR EQUIPMENT
SUPPLIED BY CONTRACTOR, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO
INTEGRATE THIS DRAWING INTO A COMPOSITE DRAWING SUITABLY COMPLETE FOR
CONSTRUCTION PURPOSES.
1. ALL DIMENSIONS AND DETAILS SHOWN ON THIS LAYOUT MUST BE CHECKED
AND VERIFIED BY THE CONTRACTOR BEFORE PROCEEDING WITH THE WORK.
2. THE SHORING SYSTEM SHOWN ON THIS LAYOUT IS BASED ON A CONCRETE
WEIGHT OF 150 POUNDS PER CUBIC FOOT.
3. THE DESIGN LAYOUT INCLUDES AN APPROPRIATE ALLOWANCE FOR FORM
WEIGHT PLUS A LIVE LOAD OF 40 POUNDS PER SQUARE FOOT WHICH DOES
NOT INCLUDE PROVISIONS FOR MOTORIZED CONCRETE EQUIPMENT.
4. APPROXIMATE, LENGTHS OF SHORING COLUMNS HAVE BEEN NOTED. COLUMN
LENGTHS MAY REQUIRE ADJUSTMENT DUE TO FIELD CONDITIONS.
5. ALL STRINGERS, LEDGERS, OR OTHER MEMBERS RESTING ON SHORING
COLUMNS MUST BE CENTERED DIRECTLY OVER COLUMNS.
6. IN SETTING ELEVATIONS, ALLOW FOR LUMBER COMPRESSION.
7. PLYWOOD DESIGN IS BASED ON AMERICAN PLYWOOD ASSOCIATION
RECOMMENDATIONS WITH THE FACE GRAIN OF THE PLYWOOD RUNNING AT
RIGHT ANGLES TO IT'S SUPPORT.
8. THIS SHORING PLAN IS DESIGNED ON THE ASSUMPTION THAT FORMWORK WILL
BE RESTRAINED FROM LATERAL MOVEMENT BY THE CONTRACTOR. SUFFICIENT
LATERAL SUPPORT MUST BE PROVIDED WHERE NECESSARY.
9. ALL SHORING MUST REMAIN IN PLACE TO ACCOMMODATE THE SHORING ON
UPPER FLOOR LEVELS.
10. SHORING MAY BE REMOVED AFTER CONCRETE CYLINDERS HAVE ACHIEVED 80%
STRENGTH.
11. THE SHORING EQUIPMENT ILLUSTRATED ON THIS DRAWING MUST BE ERECTED
IN ACCORDANCE WITH THESE PLANS. CONTRACTOR TO NOTIFY THE ENGINEER
OF ANY DISCREPANCIES, PRIOR TO AND/OR DURING ERECTION OF THE
SHORING.
12. ALL STRINGERS MUST BE SECURED TO U—HEADS WITH CLAMPS OR ANY
OTHER APPROVED MANNER.
13. RESHORING IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHOULD BE
THOROUGHLY CHECKED TO DETERMINE PROPER PLACEMENT AND REMOVAL,
AND THAT SUFFICIENT CAPACITY EXISTS TO SUPPORT THE AREAS BEING
RESHORED.
3 GENERAL SHORING NOTES
Scale: N.T.S. /
AS PER THE NOTICE REQUIREMENTS OF 61G15-30.003(1) F.A.C., THIS DOCUMENT IS BEING TRANSMITTED TO THE PUBLIC AGENCY TO RECEIVE AGENCY RENEW,
COMMENTS AND INTERPRETATIONS. THE DOCUMENTS MAY SUBSEQUENTLY BE REVISED BY THE ENGINEER TO REFLECT RESOLUTION OF ISSUES VATH THE PUBLIC
AGENCY PRIOR TO FINAL ACTION BY THE AGENCY. CHANGES, REVISIONS AND MODIFICATIONS TO A PROJECT MAY PROMPT ADDITIONAL DOCUMENT SUBMITTAL FOR
AGENCY APPROVAL ACTION ON THE SAME PROJECT. THE MOST CURRENT DATE OF THE ENGINEER OF RECORDS SIGNATURE ACCOMPAIJNNG THE PUBLIC AGENCYS
UA ILI
July 2016
OCEANA
SOUTH
2
2431 SE DIXIE HWY
STUART. FL5
PHONE: (772) 287-0-052525
FAX. (77E82
W-9
SHEET NO.:
10600 S.
OCEAN
DR.
00�56
D 3
MATHERS ENGINEERING CORP0RAn0N
JE N S E N
BEACH
Fl .
CIVIL STRUCTURAL ARCHITECTURE LAND PLANNING