17-2512WOODEN STORAGE RACKS FOR
FOR DOOR AND WINDOW STORAGE.
OVERHEAD DOOR EXIT DOOR OVERHEAD DOOR EXIT DOOR
OVERHEAD FRAMING
SCALE: 1/4" = 1'-0"
EXIT DOOR
WOODEN STORAGE RACKS FOR
FOR DOOR AND WINDOW STORAGE.
NOTES.
1. USE AND OCCUPANCY, S2 AND B.
2. THIS PLAN IS THE FOR THE INSTALLATION OF STORAGE RACKS.
3. CAPACITY OF RACKS SHALL NOT EXCEED 100 PSF.
THE FLOOR LOAD IS WITHIN RANGE OF THE ALLOWABLE FLOOR CAPACITY.
EXISTING
EMERGENCY
LIGHT LOCATED AT
15 FEET
OVERHEAD DOOR EXIT DOOR OVERHEAD DOOR EXIT DOOR
EXIT DOOR
o'g-J$"'st`' FLOOR PLAN
SCALE: 1/4" = 1'-0"
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The use of these specifications and plans shall
be restricted to the original client and site for
which they were prepared. Any reproduction or
distribution is expressly limited to such use. Any'',
other reproduction, reuse, or disclosure by any
method, in whole or in part, is prohibited. These',
drawings and specifications contain proprietary
information and title remains with
Specialty Engineering Consultants, Inc.
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561 — 752 — 5440 OFFICE
561 — 752 — 5542 FAX
FILE NAME.
struct_shelvin _2.dw
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DATE 6/29/17
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561 — 752 — 5440 OFFICE
561 — 752 — 5542 FAX
FILE NAME.
struct_shelvin _2.dw
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DATE 6/29/17
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NOTES.
1. USE AND OCCUPANCY, S2 AND B.
2. THIS PLAN IS THE FOR THE INSTALLATION OF STORAGE RACKS.
3. CAPACITY OF RACKS SHALL NOT EXCEED 100 PSF.
THE FLOOR LOAD IS WITHIN RANGE OF THE ALLOWABLE FLOOR CAPACITY.
24'-3 1/2"
STORAGE RACKS FRONT VIEW
SCALE: 1/2" = 1'-0"
EXISTING 4" CONC. SLAB ON
GRADE.
The use of these specifications and plans shall
be restricted to the originol client and site for
which they were prepared. Any reproduction or
distribution is expressly limited to such use. Any
other reproduction, reuse, or disclosure by any
method, in whole or in part, is prohibited. These
drawings and specifications contain proprietary
information and title remains with
Specialty Engineering Consultants, Inc.
DADE — BROWARD — PALM BEACH
FL. CA. #009217
561 — 752 — 5440 OFFICE
561 — 752 — 5542 FAX
FILE NAME.
struct_shelvin _2.dw
SCALE 1/41)=1'-0"
DATE 6/29/17
RV'D. BY
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DRAIN. BY
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DATE 6/29/17
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DATE 6/29/17
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DATE 6/29/17
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1. USE AND OCCUPANCY, S2 AND B.
2. THIS PLAN IS THE FOR THE INSTALLATION OF STORAGE RACKS.
3. CAPACITY OF RACKS SHALL NOT EXCEED 100 PSF.
THE FLOOR LOAD IS WITHIN RANGE OF THE ALLOWABLE FLOOR CAPACITY.
31'-11 3/4"
STORAGE RACKS TOP VIEW
SCALE: 1/2" = 1'-0"
STORAGE RACKS FRONT VIEW
SCALE: 1/2' = 1'-0
STING 4" CONC. SLAB ON
ADE.
The use of these specifications and plans shall
be restricted to the original client and site for
which they were prepared. Any reproduction or
distribution is expressly limited to such use. Any
other reproduction, reuse, or disclosure by any
method, in whole or in part, is prohibited. These
drawings and specifications contain proprietary
information and title remains with
Specialty Engineering Consultants, Inc.
NEL-
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SPECIALTY ENGINEERING
CONSULTANTS, Inc
1599 SW 30th AVE.
SUITE #20
BOYNTON BEACH, FL 33426
DADE — BROWARD — PALM BEACH
FL. CA. #009217
561 — 752 — 5440 OFFICE
561 — 752 — 5542 FAX
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561 — 752 — 5440 OFFICE
561 — 752 — 5542 FAX
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561 — 752 — 5440 OFFICE
561 — 752 — 5542 FAX
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DADE — BROWARD — PALM BEACH
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561 — 752 — 5440 OFFICE
561 — 752 — 5542 FAX
REVISION O
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NOTES.
1. USE AND OCCUPANCY, S2 AND B.
2. THIS PLAN IS THE FOR THE INSTALLATION OF STORAGE RACKS.
3. CAPACITY OF RACKS SHALL NOT EXCEED 100 PSF.
THE FLOOR LOAD IS WITHIN RANGE OF THE ALLOWABLE FLOOR CAPACITY.
EXISTING 4" CONC. SLAB ON
GRADE.
The use of these specifications and plans shall
be restricted to the original client and site for
which they were prepared. Any reproduction or
distribution is expressly limited to such use. Any
other reproduction, reuse, or disclosure by any
method, in whole or in part, is prohibited. These
drawings and specifications contain proprietary
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FL. CA. #009217
561 — 752 — 5440 OFFICE
561 — 752 — 5542 FAX
FILE NAME.
struct_shelvin _2.dw
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DATE 6/29/17
RV'D. BY
G.McD.
DRWN. BY
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REVISION
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FL. CA. #009217
561 — 752 — 5440 OFFICE
561 — 752 — 5542 FAX
FILE NAME.
struct_shelvin _2.dw
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DATE 6/29/17
RV'D. BY
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561 — 752 — 5440 OFFICE
561 — 752 — 5542 FAX
FILE NAME.
struct_shelvin _2.dw
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FL. CA. #009217
561 — 752 — 5440 OFFICE
561 — 752 — 5542 FAX
FILE NAME.
struct_shelvin _2.dw
SCALE 1/4))=11-0;1_
DATE 6/29/17
RV'D. BY
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DRWN. BY
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REVISION
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D. MARK LeBLANC, PE FL35683
GARY McDOUGLE, E FL 156214
D. ADAM LeBLANC, PE FL #77012
SHEET # OF
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which they were prepared. Any reproduction or
distribution is expressly limited to such use. Any
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561 — 752 — 5440 OFFICE
561 — 752 — 5542 FAX
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561 — 752 — 5440 OFFICE
561 — 752 — 5542 FAX
FILE NAME.
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DATE
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RV'D.
BY
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NOTES.
1. USE AND OCCUPANCY, S2 AND B.
2. THIS PLAN IS THE FOR THE INSTALLATION OF STORAGE RACKS.
3. CAPACITY OF TOWERS 2,500 Ib. SHELF ARMS 5,000 Ib/PAIR.
THIS INFORMATION WAS PROVIDED BY ULINE PRODUCTS.
4. THE FLOOR LOAD IS WITHIN RANGE OF THE FLOOR CAPACITY,
25'-10"
STORAGE RACKS TOP VIEW
SCALE: 1/2" = 1'-0"
STORAGE RACKS FRONT VIEW
SCALE: 1/2" = 1'-0"
The use of these specifications and plans shall
be restricted to the original client and site for
which they were prepared. Any reproduction or
distribution is expressly limited to such use. Any
other reproduction, reuse, or disclosure by any
method, in whole or in part, is prohibited. These
drawings and specifications contain proprietary
information and title remains with
Specialty Engineering Consultants, Inc.
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561 — 752 — 5440 OFFICE
561 — 752 — 5542 FAX
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561 — 752 — 5440 OFFICE
561 — 752 — 5542 FAX
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DADE — BROWARD — PALM BEACH
FL. CA. #009217
561 — 752 — 5440 OFFICE
561 — 752 — 5542 FAX
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SUITE #20
BOYNTON BEACH, FL 33426
DADE — BROWARD — PALM BEACH
FL. CA. #009217
561 — 752 — 5440 OFFICE
561 — 752 — 5542 FAX
FILE NAME.
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SCALE: 1/2" = V-0"
STORAGE RACKS SIDE VIEW
SCALE: 1/2" =
NOTES.
1. USE AND OCCUPANCY, S2 AND B.
2. THIS PLAN IS THE FOR THE INSTALLATION OF STORAGE RACKS.
3. CAPACITY OF TOWERS 2,500 Ib. SHELF ARMS 5,000 ib/PAIR.
THIS INFORMATION WAS PROVIDED BY ULINE PRODUCTS.
4. THE FLOOR LOAD IS WITHIN RANGE OF THE FLOOR CAPACITY,
The use of these specifications and plans shall
be restricted to the original client and site for
which they were prepared. Any reproduction or
distribution is expressly limited to such use. Any
other reproduction, reuse, or disclosure by any
method, in whole or in part, is prohibited. These
drawings and specifications contain proprietary
information and title remains with
Specialty Engineering Consultants, Inc.
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BOYNTON BEACH, FL 33426
DADE — BROWARD — PALM BEACH
FL. CA. #009217
561 — 752 — 5440 OFFICE
561 — 752 — 5542 FAX
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CONSULTANTS, Inc
1599 SW 30th AVE.
SUITE #20
BOYNTON BEACH, FL 33426
DADE — BROWARD — PALM BEACH
FL. CA. #009217
561 — 752 — 5440 OFFICE
561 — 752 — 5542 FAX
FILE NAME.
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SCALE 1 4„_ 1,
DATE 6/29/17
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