HomeMy WebLinkAboutShoring Detail PlanFLR.
SHORING DETAIL
SCALE: NTS
EXISTING SLAB
rows of shoring posts
6' on center typical
POST SHORE (WACO '2 OR
J UNDER 5EARINCs POINT OF
CH STL. BM. ABOVE
:ain minimum 36" egress
Dn all elevated floors
X 2 1/4" SS tapcons
K bottom of post shores
POST SHORE (WACO 02 OR
UNDER BEARING POINT OF
CH STL. BM. ABOVE
: Floors wrap each post shore
I bottom with orange barrier
'encing.
`"�`1yt1�1fitllntyij�ip Dlgitally'signed by Tomas APR 23
GENERAL NOTES S�� �p,S POPOnCC
i.CJ' Ponce
1) THIS SHORING IS DESIGNED TO CARRY: COMBINED LOAD OF 1120 PLF = No.. +`aa .j '= E=tpo'a nc 313@yahoo.com, Pprm�tt g p2
(SHORED BY SEPARATE SYSTEMS FOR EACH '� I'--CN=Tomas Ponce, S�• ZUC/,�
AND NOTHING ELSE. F
° II F �a ,% 0="KEYSTONE �
2) THIS SHORING IS DESIGNED FOR USE WITH MOST SUPPLIER'S EQUIPMENT. THE �p w'+y,OR��.•ra� F ENGINEERINGJ&
CONTRACTOR SHOULD FOLLOW THE SUPPLIERS' RECOMMENDA11ONS FOR SAFETYTHE SUITABILITYAND ILOFTMTHE EQUIPMENTEIR SHORING ANDLAYOUT AND
TO THIS PROJECT PRIOR TOR COMMENCEMENT. 9''pflg1101111ION011C` CCONSULTING
aSeral,JS Florida, C=US e
ON
Tomas Ponce MSCE, PE Reason: I am approving this
3) ALL WOOD SHALL BE #1 DENSE SO. PINE OR BETTER WITH AN Fb OF AT LEAST 1450 PSI. 367 Medallion Pd-----..documentJ
LUMBER SHALL BE IN GOOD CONDITION WITH NO LOOSE KNOTS Chuluota FC 32766 Date:'2021.03.15
FL. PE # 50968
4) MUDSILL DESIGN SHALL BE BY OTHERS. MUDSILLS ARE NOT REQUIRED IF THE SHORE 407.484-0037 15:30 13-04 Od
LEGS LAND ON S.O.G. OR CONCRETE FOUNDATIONS.
5) CONTRACTOR SHALL SUPPLY SHORE FRAMES THAT CAN SUPPORT A MINIMUM OF This item has been digitally signed and sealed by
10,000 LBS. PER LEG (NOM. CAP.) AS SPECIFIED BY THE MANUFACTURER. MAX. CALCULATED LEG LOAD IS 2,200 LBS. [Tomas Ponce PE, FL # 0050068], on the date adjacent
6) SHORING SHALL REMAIN IN PLACE UNTIL ALL RENOVATIONS ARE COMPLETE AND to the seal. Printed copies of this document are not
APPROVED BY THE ENGINEER OF RECORD. considered signed and sealed and the signature must
7) ALL SHORING EQUIPMENT MUST BE IN GOOD CONDITION, FREE OF DELETERIOUS RUST, be verified on any electronic copies.plil)�ld��®
DENTS, BROKEN WELDS, OR OTHER MAJOR DEFECTS. i�'01%p
Ytltl p�I}i��
SHORING MUST BE VISIBLY PLUMB. ��941
9) SHORING MUST BE INSPECTED BEFORE REMOVING EXISTING FLOOR FRAMING SUPPORTS. IV
THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING THE SHORING REGULARLY�la` �R�l,'r„�,` ,..�
AND TIGHTENING THE SHORING AS REQUIRED.
10) THE CONTRACTOR SHALL BE RESPONSIBLE FOR AVOIDING CONTACT WITH THE SHORING it 8 No. 5=8 a `
DURING DEMOLITION AND RE -CONSTRUCTION. IF DAMAGED OR DISPLACED DURING SAID • ou
ACTIVITIES, ALL WORK SHALL IMMEDIATELY CEASE UNTIL THE DAMAGED OR DISPLACEDSHORE CP�Y7+� OFo° m
DANSCO ENGINEERING, LLC RECOMMENDS THAT THE CONTRACTOR KEEP SEVERAL STEEL or XS ��t�f-0-0TT y
gy
,
OR ALUMINUM POST SHORES WITH 10K CAPACITY AT 10' EXTENSION ON HAND FOR 911 %�`�
TEMPORARY SUPPORTS IN CASE NEEDED FOR SHORING REPLACEMENT. Rp�
11) THE CONTRACTOR SHALL BE RESPONSIBLE FOR MONITORING WEATHER CONDITIONS AND +�,h •e�hs�so7�ees''�L�f ����
SHALL BRACE THE SHORING AS REQUIRED FOR HIGH WIND EVENTS. KEYSTONE7 iiTT 4i'
12) UPPORTEDLBY THE SHORING EXCEPTITHEN
MINMUMEASOREQUIREDOTO PERFORM THE WORKTHERE SHAL BE NO MATERIALS, EQUPMET, OR PRSNNEL ALLWED ON ANY SLAB A ENGINEERING & `�f'�/7/de r111111
CONSULTING, INC.
James E. Emory, P.E.
a.�+c
25 N. Brevard Avenue
PROJECT: Barclay Beach Club Cocoa Beach FL, 32931
2800 N Hwy Al A, Fort Pierce, FL 34949 Phone: (321) 454-7300 Tomas Ponce MSCE, PE
88
DETAIL: ShoringDetail Fax: (321)48059 -2840 FL PE#50068
Cell: (321) 480 - 5840
SCALE: NTS E-mail: jemorype@gmail.com Date: 03/15/2021