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Structural-Design s4 Commented

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0% found this document useful (0 votes)
5 views1 page

Structural-Design s4 Commented

Uploaded by

Emorej Gameplay
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
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1 2 3 4 5 6 7 8 9 10 11 12

KEY PLAN
4000 1500 4500 2275 8500 2260 4000

A BLOWER A

2000
(L O C A T I O N)
(C O N C R E T E PAD BY M T I)

ACTI ATED CARBON

1500
CIP TANK /
CHEMICAL FILTRATION 20FT CONTAINER AN

4500
SAFETY FILTER (L O C A T I O N)

3300
STORAGE

2500
(L O C A T I O N)
CONTROL ROOM

2438
(L O C A T I O N) (C O N C R E T E PAD BY M T I)
(L O C A T I O N)
(C O N C R E T E PAD BY M T I) (C O N C R E T E PAD BY M T I)
(C O N C R E T E P A D B Y O T H E R S)
3 3
RO PERMATE TANK 500m PRETREATED WATER TANK 500m
(C O N C R E T E PAD BY O T H E R S) (L O C A T I O N)

4000

4000
(C O N C R E T E P A D B Y O T H E R S)
B B
40 t CONTAINER AN UF PRODUCT 50m 3 40 t CONTAINER AN

2436,28
2431,9
RE ERSE OSMOSIS SYSTEM (L O C A T I O N) ULTRA FILTRATION SYSTEM
(L O C A T I O N) (C O N C R E T E P A D B Y O T H E R S) (L O C A T I O N)
(C O N C R E T E P A D B Y O T H E R S) (C O N C R E T E P A D B Y O T H E R S)
12065 12065

10680 12965 6525 6510 12965 10935 SAN FERNANDO, PAMPANGA

TOP IEW
C 3700
SCALE NTS C
8500 PROJECT TITLE:
4000
(CHEMICAL STORAGE AREA) 8400 LOAD DISTRIBUTION REBAR 75 CMH UF-RO WATER TREATMENT SYSTEM

WEIGHT: 6 tons to 6.5 tons (ACF 1 & 2 TANK AREA) CONTRACTOR:


500 MIN. REBAR SPACING

WEIGHT: 40 tons to 41 tons


QUANTITY : 1 QUANTITY : 1

250 MIN. REBAR SPACING


THICKNESS: 30CM EXPOSED THICKNESS: 50CM EXPOSED
2000

371 Nat'l Highway, Brgy. Real, Calamba Laguna Philippines


---- Email: sales@mtiwatertech.com
THICKNESS: 100CM TOTAL Web Page: http//www.mtiwatertech.com
THICKNESS: 50CM TOTAL MATERIALS : 12MM DIA. SPACE .5m OCBW TOP & BOTTOM

C:\MTI Drawings\MTIWT\xRonald\Project File\SMB\Pampanga\SMB 2025\Mechanical - Fabrication\STRUCTURAL DESIGN\STRUCTURAL DESIGN SMB ARCHEN.dwg


----
D MATERIALS : 12MM DIA. SPACE .5m D

4500
4400
OCBW TOP & BOTTOM PROJECT ENGINEER IN-CHARGE
: --- : ---
500 MIN. REBAR SPACING PRC No. TIN No.
PTR No. : --- DATE : ---
ADRRESS : - - -
TOP IEW
3000 SCALE NTS
----
250 MIN. REBAR SPACING 12mmØ BAR PROFESSIONAL MECHANICAL ENGINEER
3900 TOP IEW
SCALE NTS
PRC No. : --- TIN No. : ---
12mmØ BAR DIA. PTR No. : DATE : ---

8500 ADRRESS : - - -
E E
200 300

MID REINFORCEMENT 12mmØ BAR INITIATED


DATE DESCRIPTION REV DRAWN BY

500
450 450
---- ---- ---- ---- ----
---- ---- ---- ---- ----

500
75mm Gravel Bedding ---- ---- ---- ---- ----
---- ---- ---- ---- ----
75mm Gravel Bedding ---- ---- ---- ---- ----
FRONT IEW FRONT IEW ---- ---- ---- ---- ----
SCALE NTS SCALE NTS
75mm gravel bed, 95 % ---- ---- ---- ---- ----
compaction ---- ---- ---- ---- ----

4500 6000 ---- ---- ---- ---- ----

F
4000 apply to all pads ---- ---- ---- ---- ----
F
500 MIN. REBAR SPACING

---- ---- ---- ---- ----


( CIP / SAFETY FILTER AREA) (BLOWER PUMP AREA) ---- ---- ---- ---- ----
---- ---- ----
WEIGHT: 12 tons to 12.5 tons ---- ----
500 MIN. REBAR SPACING

WEIGHT: 750 g tons to 1 tons ---- ---- ---- ---- ----


QUANTITY : 1
QUANTITY : 1 ---- ---- ---- ---- ----
2000

THICKNESS: 30CM EXPOSED ---- ---- ---- ---- ----


THICKNESS: 75CM TOTAL 500
THICKNESS: 30CMEXPOSED
THICKNESS: 50CM TOTAL
3300

MATERIALS : 12MM DIA. SPACE .50m


OCBW TOP & BOTTOM MATERIALS : 12MM DIA. SPACE .50m OCBW TOP & BOTTOM
4000 500 MIN. REBAR SPACING PROCESS ISOMETRIC VIEW
CONCRETE PADS
G G
TOP IEW
SCALE NTS

500 MIN. REBAR SPACING R.ROXAS

TOP IEW M.AGUILA


SCALE NTS 3900
12mmØ BAR DIA. LAWRENCE JAMES
12mmØ BAR DIA.
1-Sep-25

200 300
300
450

75mm Gravel Bedding


H DOCUMENT NO:
42-01-SMB240831-01-04
H
75mm Gravel Bedding
All units in mm., unless otherwise
FRONT IEW FRONT IEW specified.
SCALE NTS SCALE NTS
SCALE: SHEET NO:
1
NTS 1
1 2 3 4 5 6 7 8 9 10 11 12

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