GENERAL NOTES - ARCHITECTURAL ROOF PLAN...2019/03/29 · 1 ROOF PLAN - AREA A KEYNOTE LEGEND...
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OS OS OS OS OS OS OS PC PC PC PC PC PC PC PC D E E.8 F G 13 12 11 10 9 8 7 6 5 4 3 2 1 13.9 A-1 A-2 A-3 A-5 A3.2 5 A3.2 1 A3.2 7 A3.2 3 A3.1 2 A3.1 1 B-2 B-3 B-4 B-5 B-6 B-7 B-F B-G / 1 A2.12 B-E B-D B-C B-B B-E.5 11 A5.1 1 A2.20 TYP RD-1 RD-1 RD-1 RD-1 RD-1 RD-1 RD-1 RD-1 RD-1 RD-1 RD-1 RD-1 RD-1 RD-1 0773 0773 0773 5 A2.20 TYP / 1 A 2 . 1 3 1 A2.21 1 A2.21 3 A2.21 2 A2.21 1 A2.21 6 A2.20 TYP 6 A2.20 TYP 2 A4.2 2 A2.20 TYP 2 A2.20 TYP 2 A2.20 TYP 2 A2.20 TYP 2 A2.20 TYP 10 A2.20 TYP 10 A2.20 TYP 2249 RD-2 RD-2 RD-2 RD-2 RD-2 RD-2 RD-2 RD-2 RD-2 RD-2 RD-2 RD-2 RD-2 RD-2 RD-2 4 A2.20 1 A2.20 TYP 4 A2.20 3 A2.22 4 A4.3 RD-1 RD-1 11 A5.1 11 A5.1 11 A5.1 1 A2.22 1 A2.22 1 A2.22 1 A2.22 1 A2.22 1/4" / 12" 1/4" / 12" 6 A2.20 TYP 2 A2.21 1 A2.22 5 A4.3 4 A4.3 4 A4.3 5 A4.3 5 A4.3 6 A4.2 6 A4.2 6 A2.20 TYP 9 A2.20 TYP 8 A2.20 TYP 6 A2.20 TYP 1 A10.1 8 A2.20 TYP 8 A2.20 TYP 7 A4.3 7 A4.3 1/4" / 12" (E.T.R.) 1/4" / 12" (E.T.R.) 3/8" / 12" (E.T.R.) 3/8" / 12" (E.T.R.) 1/8" / 12" (E.T.R.) 1/4" / 1 2" (E.T .R.) 1/8" / 12" (E.T.R.) 1/4" / 12" (E.T.R.) 23'-1" 22'-8" 22'-8" 22'-8" 28'-0" 22'-8" 22'-8" 28'-0" 28'-5" 22'-8" 28'-0" 28'-0" 22'-8" 28'-0" 22'-8" 28'-0" 22'-8" 22'-8" 28'-0" 22'-8" 28'-0" 22'-8" 28'-5" 26'-3 1/2" 27'-3 1/2" 26'-3 1/2" 27'-3 1/2" 26'-3 1/2" 27'-3 1/2" 27'-3 1/2" 26'-3 1/2" 27'-9 1/2" 27'-9 1/2" 26'-9 1/2" 26'-3 1/2" 26'-3 1/2" 27'-3 1/2" 26'-3 1/2" 27'-3 1/2" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 18'-6 1/2" 18'-4 1/2" 18'-9 1/2" 18'-6 1/2" 17'-9 1/2" 18'-4 1/2" 17'-9 1/2" 18'-6 1/2" 18'-6 1/2" 18'-6 1/2" 26'-3 1/2" 18'-6 1/2" 18'-6 1/2" 18'-0 1/2" 18'-6 1/2" 18'-6 1/2" 18'-8 1/2" 18'-0 1/2" 18'-6 3/8" 18'-6 1/2" 17'-4 1/2" 17'-11 1/2" 18'-6 1/2" 18'-6 1/2" 18'-6 1/2" 27'-3 1/2" 18'-4 1/2" 18'-6 1/2" 18'-0" 18'-0" 18'-0" 0720 0720 0720 0720 0720 0720 0720 0720 0720 1/8" / 12" (E.T.R.) 1/4" / 12" (E.T.R.) 1/8" / 12" (E.T.R.) 1/4" / 12" (E.T.R.) 3/8" / 12" (E.T.R.) 1/4" / 12" (E.T.R.) 1/4" / 12" (E.T.R.) 1/4" / 12" (E.T.R.) 1/8" / 12" (E.T.R.) 1/8" / 12" (E.T.R.) 1/4" / 12" (E.T.R.) 1/4" / 12" (E.T.R.) 1/4" / 12" (E.T.R.) 3/8" / 12" (E. T.R.) 3/8" / 12" (E.T.R.) 1/4" / 12" (E.T.R.) 3/8" / 12" (E.T.R.) 3/8" / 12" (E.T.R.) 3/8" / 12" (E.T.R.) 1/8" / 12" (E.T.R.) 1/8" / 12" (E.T.R.) 1 / 8" / 12 " (E.T .R. ) 1/8" / 12" (E.T.R.) 1/ 8" / 12 " (E . T . R. ) 1/ 8" / 12 " ( E.T. R . ) 1/8" / 12" ( E.T.R.) 1/4" / 12" (E.T.R.) 1/8" / 12" (E.T.R.) 1/4" / 12" (E .T.R. ) 1/8" / 1 2" ( E.T.R.) 1/ 4" / 12" ( E. T. R . ) 3/8" / 12" (E.T.R.) 1/4" / 12" 1/4" / 12" 1/4" / 12" 1/4" / 12" 9 A2.21 TYP 0881 4' - 0" 8' - 0" 5 A2.20 TYP 37' - 0" 2' - 0" 2' - 0" 4' - 8" 8 A2.21 TYP 42' - 0" 2' - 0" 10 A2.21 TYP 0821 10 A2.21 TYP 0821 0809 0557 0794 0794 0794 0794 13 A2.20 TYP 13 A2.20 TYP 13 A2.20 TYP 13 A2.20 TYP 0881 11 A2.20 TYP 8' - 0" 4' - 0" 11 A2.20 TYP 0709 0709 0758 0709 0709 0709 0709 0709 0709 0758 0758 0515 0515 0515 RD-1 0758 0719 0719 0582 0582 0582 0582 2 0744 2 2 A2.20 TYP 5 5 2 A2.20 TYP 5 GENERAL NOTES - ARCHITECTURAL ROOF PLAN 1. THE MAXWELL LIGHTING PROTECTION SYSEM SHALL BE REMOVED, STORED, AND REINSTALLED BY A CERTIFIED LIGHTENING PROTECTION CONTRACTOR. NEW LIGHTING PROTECTION SHALL CONNECT NEW AND REMAINING ROOF TOP EQUIPMENT. 2. BUILDING ADDITION AND NEW STRUCTURE SHALL RECEIVE LIGHTENING PROTECTION SYSTEM. 3. EXISTING SBS - MODIFIED BITUMEM SYSTEM ON 2" INSULATION BOARD SHALL BE REMOVED, EXISTING ROOF DECK CLEANED. METAL DECK REPAIRED OR REPLACED AS CONDITION REQUIRES, PER STRUCTURAL DRAWINGS . NEW SINGLE-PLY ROOF MEMBRANE ON R-30 INSULATION WITH TAPERED INSULATION TO ROOF DRAINS SHALL BE INSTALLED PER PROVIDED DETAILS AND IN COMPLIANCE WITH ROOFING MANUFACTURERS INSTALLATION REQUIREMENTS. 4. EXISTING MAIN AND OVERFLOW DRAIN BASKETS WILL BE REPLACED. THE POSITION OF MAIN AND OVERFLOW DRAINS WILL REMAIN. 5. CRICKET ROOF TOP EQUIPMENT AND CURBS TO PREVENT ACCUMULATION OF WATER, TYP. 9. FOR PAVING AND SITE MODIFICATIONS, SEE CIVIL DRAWINGS 7. EXISTING CONDITIONS SHALL BE FIELD VERIFIED. 8. EXISTING GRID LINES ARE DIMENSIONED FOR REFERENCE AND SHOULD BE FIELD VERIFY PRIOR TO CONSTRUCTION. 6. EXISTING FLOOR SLAB 2'-6". PLAN NORTH DRAWING NO. DATES AND REVISIONS NOTICE A R C H I T E C T S S R E E N I G N E C ® O N S T R U C T I O N M A N A G E R S THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE. NO USE OR DISSEMINATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL RIGHTS ARE HEREBY SPECIFICALLY RESERVED. © 2019 RICHARD L. BOWEN + ASSOCIATES, INC. No. Date / Description 13000 Shaker Boulevard / Cleveland, Ohio 44120 Phone: (216) 491-9300 Fax: (216) 491-8053 www.rlba.com - [email protected] RICHARD L. BOWEN + ASSOCIATES INC. RLB NO.: CHECKED BY: DRAWN BY: KEY PLAN AREA - B AREA - A C 3/28/2019 4:35:00 PM COTA Fields Ave CNG Renovation 8966 1333 Fields Ave Columbus OH, 43215-3076 ROOF PLAN - AREA A JBREVICK KEMLING 10/31/18 / DD PREVIEW 11/28/18 / 85% DD 12/06/18 / DD SUBMISSION 02/13/19 / CD PREVIEW 02/28/19 / BID-PERMIT SET A2.11 SCALE: 1/16" = 1'-0" A2.11 1 ROOF PLAN - AREA A KEYNOTE LEGEND KEYNOTE DESCRIPTION 0515 EQUIPMENT RAIL AND INSULATED (MIN. R-19) NEW SERVICE ENTRY AS REQ'D, SEE MECHANICAL DRAWINGS. 0557 30” X 36” ROOF HATCH WITH LADDER ACCESS. 0582 ANCHOR STEEL LADDER THRU EXISTING METAL PANEL TO EXISTING STUDS W/ 2 1/2" WIDE X 1/4" THICK BENT PLATE WELDED TO LADDER AND BOLTED TO WALL, BLOCKING AS REQUIRED, CAULK TO WATERTIGHT. 0709 MEMBRANE ROOF SYSTEM ON MIN. R-30 RIGID INSULATION ON EXISTING METAL DECK. 0719 MEMBRANE ROOF SYSTEM ON MIN. R-30 RIGID INSULATION EXISTING METAL DECK, TAPERED MIN. ¼” PER FOOT. 0720 PREFINISHED METAL COPING. SPLICE AND SEAL TO PROVIDE WEATHER TIGHT CONDITION. COORDINATE MEMBRANE FLASHING AT ROOF TO RUN FULLY UNDERNEATH TOP CAP TO FRONT OF COPING ANCHOR. TYP. 0744 30" WIDE WALKWAY PAD ROLL HEAT WELDED TO ROOF MEMBRANE. WALKWAY SECTIONS SHALL BE SPACED PROPERLY TO ALLOW FOR DRAINAGE. SPACING BETWEEN SECTIONS SHALL BE 1" MIN. TO 3" MAX. COLOR SHALL MATCH ROOF MEMBRANE "WHITE" 0758 TAPERED ROOF INSULATION CRICKET @ EQUIPMENT CURBS, RAILS, SKYLIGHTS, ROOF HATCHES, TYP. TYPICAL SLOPE 1/2" PER FOOT, MIN 1/4" FOOT. SHOWN AS A LIGHT GRAY HATCH ON ROOF PLANS. 0773 COMPRESSION TUBE MIN 3", VERIFY EXISTING DECK OPENING. MIN. DIAMETER MUST EXCEED DECK OPENING BY 50%. 0794 SINGLE-PLY ROOF MEMBRANE OVER 2” ROOF INSULATION ON METAL DECK, SEE STRUCTURAL DRAWINGS FOR DECK DIMENSION. 0809 36" X 60" ROOF ACCESS HATCH AT EXISTING SHIPS LADDER. 0821 30" X 36" ROOF ACCESS HATCH AT EXISTING LADDER 0881 NEW SKYLIGHT LENSE, CURB E.T.R. 2249 PLUMBING VENT, FIELD WRAP. REFER TO PLUMBING DRAWINGS FOR LOCATION 2 03/15/19 / ADDENDUM #2 5 03/28/19 / ADDENDUM #5 2
Transcript of GENERAL NOTES - ARCHITECTURAL ROOF PLAN...2019/03/29 · 1 ROOF PLAN - AREA A KEYNOTE LEGEND...
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121110987654321
13.9
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A-3
A-5
A3.25
A3.2
1
A3.2
7
A3.2
3
A3.1
2
A3.1 1
B-2 B-3 B-4 B-5 B-6 B-7
B-F
B-G
/1 A2.12
B-E
B-D
B-C
B-B
B-E.5
11
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1
A2.20
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RD-1
RD-1
RD-1
RD-1
RD-1
RD-1
RD-1
RD-1
RD-1
RD-1
RD-1
RD-1
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0773
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1
A2.21
1
A2.21
3
A2.21
2
A2.21
1
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A4.2
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2
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2
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2
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10
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2249
RD-2RD-2
RD-2
RD-2
RD-2
RD-2 RD-2
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3
A2.22
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11
A5.1
11
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A2.22
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1
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1
A2.22
1
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1
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1/4" / 12" (E.T.R.)
1/4" / 12" (E.T.R.)
3/8"
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3/8" / 12" (E.T.R.)
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1/4" / 12" (E.T
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1/8" / 12" (E.T.R.)1/4" / 12" (E.T.R.)
23'-1" 22'-8" 22'-8" 22'-8"
28'-0"
22'-8"22'-8"
28'-0"28'-5"
22'-8"
28'-0" 28'-0"
22'-8"
28'-0"
22'-8"
28'-0"
22'-8" 22'-8"
28'-0"
22'-8"
28'-0"
22'-8"
28'-5"
26'-3 1/2" 27'-3 1/2"
26'-3 1/2"
27'-3 1/2"
26'-3 1/2"
27'-3 1/2" 27'-3 1/2"26'-3 1/2"
27'-9 1/2"
27'-9 1/2"
26'-9 1/2"
26'-3 1/2"
26'-3 1/2"
27'-3 1/2"26'-3 1/2"
27'-3 1/2"
18'-0" 18'-0"
18'-0"
18'-0" 18'-0"
18'-0"
18'-6 1/2"
18'-4 1/2" 18'-9 1/2"
18'-6 1/2"
17'-9 1/2"
18'-4 1/2"
17'-9 1/2"
18'-6 1/2"
18'-6 1/2"
18'-6 1/2"
26'-3 1/2"
18'-6 1/2" 18'-6 1/2"18'-0 1/2"
18'-6 1/2"18'-6 1/2"
18'-8 1/2"18'-0 1/2"18'-6 3/8"
18'-6 1/2"
17'-4 1/2"17'-11 1/2"
18'-6 1/2" 18'-6 1/2" 18'-6 1/2"
27'-3 1/2"
18'-4 1/2"
18'-6 1/2"
18'-0"
18'-0"
18'-0"
0720
0720
0720
0720
0720
0720
0720
0720
0720
1/8" / 12" (E.T.R.)
1/4"
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1/4" / 12"
1/4" / 12"
1/4" / 12"
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A2.21
TYP
0881
4' - 0"
8' -
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5
A2.20
TYP
37' - 0" 2' - 0" 2' - 0" 4' - 8"
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A2.21
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42' - 0" 2' - 0"
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10
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0809
0557
07940794
07940794
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0881
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4' - 0"
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07090709
0758
07090709
07090709
07090709
0758
0758
0515
0515
0515
RD-1
0758
07190719
0582
0582
0582
0582
2
0744
2
2
A2.20
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5
5
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A2.20
TYP5
GENERAL NOTES - ARCHITECTURAL ROOF PLAN
1. THE MAXWELL LIGHTING PROTECTION SYSEM SHALL BE REMOVED, STORED, AND REINSTALLED BY ACERTIFIED LIGHTENING PROTECTION CONTRACTOR. NEW LIGHTING PROTECTION SHALL CONNECT NEWAND REMAINING ROOF TOP EQUIPMENT.
2. BUILDING ADDITION AND NEW STRUCTURE SHALL RECEIVE LIGHTENING PROTECTION SYSTEM.
3. EXISTING SBS - MODIFIED BITUMEM SYSTEM ON 2" INSULATION BOARD SHALL BE REMOVED, EXISTINGROOF DECK CLEANED. METAL DECK REPAIRED OR REPLACED AS CONDITION REQUIRES, PERSTRUCTURAL DRAWINGS . NEW SINGLE-PLY ROOF MEMBRANE ON R-30 INSULATION WITH TAPEREDINSULATION TO ROOF DRAINS SHALL BE INSTALLED PER PROVIDED DETAILS AND IN COMPLIANCE WITHROOFING MANUFACTURERS INSTALLATION REQUIREMENTS.
4. EXISTING MAIN AND OVERFLOW DRAIN BASKETS WILL BE REPLACED. THE POSITION OF MAIN ANDOVERFLOW DRAINS WILL REMAIN.
5. CRICKET ROOF TOP EQUIPMENT AND CURBS TO PREVENT ACCUMULATION OF WATER, TYP.
9. FOR PAVING AND SITE MODIFICATIONS, SEE CIVIL DRAWINGS
7. EXISTING CONDITIONS SHALL BE FIELD VERIFIED.
8. EXISTING GRID LINES ARE DIMENSIONED FOR REFERENCE AND SHOULD BE FIELD VERIFY PRIOR TOCONSTRUCTION.
6. EXISTING FLOOR SLAB 2'-6".
PLAN
NORTH
DRAWING NO.
DATES AND REVISIONS
NOTICEARCH
ITE
CT
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SRE
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NIG
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®
ONS
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NM
AN
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THIS ARCHITECTURAL ANDENGINEERING DRAWING IS GIVEN
IN CONFIDENCE. NO USE ORDISSEMINATION MAY BE MADE
WITHOUT PRIOR WRITTENCONSENT OF THE ARCHITECT.
ALL RIGHTS ARE HEREBYSPECIFICALLY RESERVED.
© 2019 RICHARD L. BOWEN + ASSOCIATES, INC.
No. Date / Description
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DRAWN BY:
KEY PLAN
AREA - B
AREA - A
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3/28
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KEMLING
10/31/18 / DD PREVIEW
11/28/18 / 85% DD
12/06/18 / DD SUBMISSION
02/13/19 / CD PREVIEW
02/28/19 / BID-PERMIT SET
A2.11
SCALE: 1/16" = 1'-0"A2.11
1 ROOF PLAN - AREA A
KEYNOTE LEGEND
KEYNOTE DESCRIPTION
0515 EQUIPMENT RAIL AND INSULATED (MIN. R-19) NEW SERVICE ENTRY AS REQ'D, SEEMECHANICAL DRAWINGS.
0557 30” X 36” ROOF HATCH WITH LADDER ACCESS.
0582 ANCHOR STEEL LADDER THRU EXISTING METAL PANEL TO EXISTING STUDS W/ 2 1/2" WIDE X1/4" THICK BENT PLATE WELDED TO LADDER AND BOLTED TO WALL, BLOCKING AS REQUIRED,CAULK TO WATERTIGHT.
0709 MEMBRANE ROOF SYSTEM ON MIN. R-30 RIGID INSULATION ON EXISTING METAL DECK.
0719 MEMBRANE ROOF SYSTEM ON MIN. R-30 RIGID INSULATION EXISTING METAL DECK, TAPEREDMIN. ¼” PER FOOT.
0720 PREFINISHED METAL COPING. SPLICE AND SEAL TO PROVIDE WEATHER TIGHT CONDITION.COORDINATE MEMBRANE FLASHING AT ROOF TO RUN FULLY UNDERNEATH TOP CAP TOFRONT OF COPING ANCHOR. TYP.
0744 30" WIDE WALKWAY PAD ROLL HEAT WELDED TO ROOF MEMBRANE. WALKWAY SECTIONSSHALL BE SPACED PROPERLY TO ALLOW FOR DRAINAGE. SPACING BETWEEN SECTIONS SHALLBE 1" MIN. TO 3" MAX. COLOR SHALL MATCHROOF MEMBRANE "WHITE"
0758 TAPERED ROOF INSULATION CRICKET @ EQUIPMENT CURBS, RAILS, SKYLIGHTS, ROOFHATCHES, TYP. TYPICAL SLOPE 1/2" PER FOOT, MIN 1/4" FOOT. SHOWN AS A LIGHT GRAYHATCH ON ROOF PLANS.
0773 COMPRESSION TUBE MIN 3", VERIFY EXISTING DECK OPENING. MIN. DIAMETER MUST EXCEEDDECK OPENING BY 50%.
0794 SINGLE-PLY ROOF MEMBRANE OVER 2” ROOF INSULATION ON METAL DECK, SEE STRUCTURALDRAWINGS FOR DECK DIMENSION.
0809 36" X 60" ROOF ACCESS HATCH AT EXISTING SHIPS LADDER.
0821 30" X 36" ROOF ACCESS HATCH AT EXISTING LADDER
0881 NEW SKYLIGHT LENSE, CURB E.T.R.
2249 PLUMBING VENT, FIELD WRAP. REFER TO PLUMBING DRAWINGS FOR LOCATION
2 03/15/19 / ADDENDUM #2
5 03/28/19 / ADDENDUM #5
2
ALIGN
1ST FLOOR2' - 6"
T/O PARAPET (ROOF C)30' - 0"
T/O PARAPET (ROOF A.2)20' - 6"
B-2B-3B-4B-5B-6B-6.8B-7
EXISTING
NEW
NEWEXISTING
4
A4.2
MP-1
1
A4.2
4
A4.2
1
A4.2
0255
07890789
1082 1082
07890789
02250720
0720
0582
18' -
0"
27' -
6"
055205520552
05130552 0552
7' -
0"
3' -
0"
EW-3
201C201D203B203C205C205D 201B
EW-2 EW-2
0317
1ST FLOOR2' - 6"
D.45
T/O PARAPET (ROOF C)30' - 0"
T/O PARAPET (ROOF A.2)20' - 6"
B-E.1 B-C.4B-FB-G
18' -
0"
27' -
6"
1
A4.2
B-F.2 B-E B-D B-C B-B B-E.4
EXISTING
NEW
NEWEXISTING NEW EXISTING
1
A4.2
07890789
0720
07200225
07890789
0582
0513
0720
0317
0513
GENERAL NOTES - EXTERIOR ELEVATIONS
2. MP-1 CORRUGATION PATTERN TO ALIGN TO EXISTING AND ADJACENT METAL PANELS.
1. EXISTING FLOOR SLAB 2'-6".
PLAN
NORTH
DRAWING NO.
DATES AND REVISIONS
NOTICEARCH
ITE
CT
S
SRE
E
NIG
NE
C
®
ONS
T
RU
CT
IO
NM
AN
AG
ERS
THIS ARCHITECTURAL ANDENGINEERING DRAWING IS GIVEN
IN CONFIDENCE. NO USE ORDISSEMINATION MAY BE MADE
WITHOUT PRIOR WRITTENCONSENT OF THE ARCHITECT.
ALL RIGHTS ARE HEREBYSPECIFICALLY RESERVED.
© 2019 RICHARD L. BOWEN + ASSOCIATES, INC.
No. Date / Description
1300
0 S
hake
r B
oule
vard
/ C
leve
land
, O
hio
441
20P
hone
: (2
16)
491-
9300
Fax
: (2
16)
491-
8053
ww
w.r
lba.
com
-
em
ail@
rlba.
com
RIC
HA
RD
L. B
OW
EN
+ A
SS
OC
IAT
ES
INC
.
RLB NO.:
CHECKED BY:
DRAWN BY:
KEY PLAN
AREA - B
AREA - A
C
3/19
/201
9 8:
40:4
5 A
M
CO
TA
Fie
lds
Ave
CN
G R
enov
atio
n
8966
1333
Fie
lds
Ave
Col
umbu
s O
H, 4
3215
-307
6
EX
TE
RIO
R E
LEV
AT
ION
S
JBREVICK
KEMLING
10/31/18 / DD PREVIEW
11/28/18 / 85% DD
12/06/18 / DD SUBMISSION
02/13/19 / CD PREVIEW
02/28/19 / BID-PERMIT SET
A3.1
SCALE: 3/16" = 1'-0"A3.1
2 BLDG ADDITION - NORTH
SCALE: 3/16" = 1'-0"A3.1
1 BLDG ADDITION - WEST
KEYNOTE LEGEND
KEYNOTE DESCRIPTION
0225 EXISTING METAL PANEL SYSTEM TO REMAIN
0255 DEMO INTERIOR DOUBLE DOOR AND FRAME.
0317 SEE CIVIL DRAWINGS FOR SITE PAVEMENT, TYP.
0513 EXTERIOR POST MOUNTED INDUSTRIAL GUARD RAIL, LAYOUT AND DETAIL PER CIVIL DRAWINGS,TYP.
0552 8" DIAMETER CONCRETE-FILLED STEEL PIPE BOLLARD AT BUILDING EXTERIOR, LAYOUT PER CIVILDRAWINGS, TYP.
0582 ANCHOR STEEL LADDER THRU EXISTING METAL PANEL TO EXISTING STUDS W/ 2 1/2" WIDE X 1/4"THICK BENT PLATE WELDED TO LADDER AND BOLTED TO WALL, BLOCKING AS REQUIRED, CAULKTO WATERTIGHT.
0720 PREFINISHED METAL COPING. SPLICE AND SEAL TO PROVIDE WEATHER TIGHT CONDITION.COORDINATE MEMBRANE FLASHING AT ROOF TO RUN FULLY UNDERNEATH TOP CAP TO FRONTOF COPING ANCHOR. TYP.
0789 THRU-FASTENED METAL PANEL (MP-1), 1-1/2" HIGH RIB ON 7.2" CENTERS.
1082 SIGNAGE PER ARCH DRAWINGS.
1/A3.1
2/A
3.1
1ST FLOOR2' - 6"
A-3 A-5 B-E.51
A4.3A3.2
2
D O N O T E N T E R
0750
T.O. PARAPET
23'-4"
B.O. SOFFIT HIGH POINT
18'-2"
B.O. SOFFIT LOW POINT
17'-6"
0720
3' -
0"
3' -
0"
15' -
6"
6"
1082
0501
0384 0391
0441
0561
0501
05010749
0384
0707
1121
05010501
1ST FLOOR2' - 6"
3
A1.15A-1 A-2A3.2
4
5' -
0"
0720
T.O. PARAPET
23'-4"
B.O. SOFFIT HIGH POINT
18'-2"
B.O. SOFFIT LOW POINT
17'-6"
6"
1082 1082 1082
0561
04410441
1ST FLOOR2' - 6"
A-3A-5B-E.51
A4.3 A3.2
6
15FT 6INCNG CNG
6" 3' -
0"
3' -
0"
T.O. PARAPET
23'-4"
B.O. SOFFIT HIGH POINT
18'-2"
B.O. SOFFIT LOW POINT
17'-6"
12' -
6 5
3/25
6"
12' -
6"
112111211121
1072 1072
0441 0441
1082 1082 1082 108210821082
0384 0384
0501
0561
0749
0720
0501
0707
1ST FLOOR2' - 6"
3
A1.15 A-1A-2 A3.2
8
0720
T.O. PARAPET
23'-4"
B.O. SOFFIT HIGH POINT
18'-2"
B.O. SOFFIT LOW POINT
17'-6"
6"
0750 0750
3' -
0"
3' -
0"
05010501
0441
0441
1121
0384
0391
0561
0501
3
1
3
1
3
3
2
3
2
3
2
3
1
3
2
3
1
2
1
3
1
2
3
3
1
3
1
3
2
3
1
3
1
2
3
3
1
3
1
3
3
2
3
2
3
2
3
1
3
2
3
1
2
1
3
1
2
3
3
1
3
1
3
2
3
1
3
1
2
3
3
1
3
1
3
3
2
3
2
3
ACP-1,
REFER TO COLOR KEY (THIS PAGE)
PREFINISHED METAL COPING,
COLOR TO MATCH ACP-1 COLOR 3
EQ 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" EQ
1' -
0"
1' -
0"
1' -
0"
1' -
0"
2
3
1
3
2
3
1
2
1
3
1
2
3
3
1
3
1
3
2
3
1
3
1
2
3
3
1
3
1
3
3
2
3
2
3
2
3
1
3
2
3
1
2
1
3
1
2
3
3
1
3
1
3
2
3
1
3
1
2
3
3
1
3
1
3
3 3
2 3 1 3 2 3 3 2
3 1 3
ACP-1,
REFER TO COLOR KEY (THIS PAGE)
PREFINISHED METAL COPING,
COLOR TO MATCH ACP-1 COLOR 3
1' -
0"
1' -
0"
1' -
0"
1' -
0"
EQ 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" EQ
3
2
3
2
3
2
3
1
3
2
3
1
2
1
3
1
2
3
3
1
3
1
3
2
3
1
3
1
2
3
3
1
3
1
3
2
3
1
3
2
3
1
2
1
3
1
2
3
3
1
3
1
3
2
3
1
3
1
2
3
3
1
3
1
3
2
3
1
3
2
3
1
2
1
3
1
2
3
3
1
ACP-1,
REFER TO COLOR KEY (THIS PAGE)
PREFINISHED METAL COPING,
COLOR TO MATCH ACP-1 COLOR 3
EQ5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"EQ
1' -
0"
1' -
0"
1' -
0"
1' -
0"
3
2
3
2
3
3
2
3
1
3
2
3
3
1
2
1
3
2
1
2
3
3
1
3
3
1
3
2
3
1
1
3
1
2
3
1
3
1
3
1
3
1
3
2
3
2
3
3
2
3
1
3
2
3
3
1
2
1
3
2
1
2
3
3
1
3
3
1
3
2
3
1
1
3
1
2
3
1
ACP-1,
REFER TO COLOR KEY (THIS PAGE)
PREFINISHED METAL COPING,
COLOR TO MATCH ACP-1 COLOR 3
EQ5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"EQ
1' -
0"
1' -
0"
1' -
0"
1' -
0"
1
2
3
181 SLATE GRAY
9918 DOVE GRAY
9917 LIGHT GRAY
ACP-1 COLOR KEY
NOTE: COLORS TO MATCH CENTRIA
SOLID COATING PRISMATIC SERIES
DRAWING NO.
DATES AND REVISIONS
NOTICEARCHIT
ECTS
SREE
NIGNE
C
®
ONST
RUCTION
MAN
AGER
S
THIS ARCHITECTURAL ANDENGINEERING DRAWING IS GIVEN
IN CONFIDENCE. NO USE ORDISSEMINATION MAY BE MADE
WITHOUT PRIOR WRITTENCONSENT OF THE ARCHITECT.
ALL RIGHTS ARE HEREBYSPECIFICALLY RESERVED.
© 2019 RICHARD L. BOWEN + ASSOCIATES, INC.
No. Date / Description
1300
0 S
hake
r B
oule
vard
/ C
leve
land
, O
hio
441
20P
hone
: (2
16)
491-
9300
Fax
: (2
16)
491-
8053
ww
w.r
lba.
com
-
em
ail@
rlba.
com
RIC
HA
RD
L. B
OW
EN
+ A
SS
OC
IAT
ES
INC
.
RLB NO.:
CHECKED BY:
DRAWN BY:
3/19
/201
9 8:
39:1
4 A
M
CO
TA
Fie
lds
Ave
CN
G R
enov
atio
n
8966
1333
Fie
lds
Ave
Col
umbu
s O
H, 4
3215
-307
6
CN
G E
LEV
AT
ION
S
JBREVICK
KEMLING
10/31/18 / DD PREVIEW
11/28/18 / 85% DD
12/06/18 / DD SUBMISSION
02/13/19 / CD PREVIEW
02/28/19 / BID-PERMIT SET
A3.2SCALE: 1/8" = 1'-0"A3.2
1 CNG FUEL ISLAND - WEST
SCALE: 1/8" = 1'-0"A3.2
3 CNG FUEL ISLAND - SOUTH
SCALE: 1/8" = 1'-0"A3.2
5 CNG FUEL ISLAND - EAST
SCALE: 1/8" = 1'-0"A3.2
7 CNG FUEL ISLAND - NORTH
SCALE: 1/4" = 1'-0"A3.2
6 CNG CANOPY ELEVATION EAST
SCALE: 1/4" = 1'-0"A3.2
4 CNG CANOPY ELEVATION SOUTH
SCALE: 1/4" = 1'-0"A3.2
2 CNG CANOPY ELEVATION WEST
SCALE: 1/4" = 1'-0"A3.2
8 CNG CANOPY ELEVATION NORTH
KEYNOTE LEGEND
KEYNOTE DESCRIPTION
0384 36” HIGH X 30”DIA WIDE, CONCRETE COLUMN GUARD.
0391 6” CONCRETE CURB, SEE CIVIL DRAWINGS.
0441 DCMU-1 ON 8" CMU
0501 STEEL PER STRUCTURAL DRAWINGS, EXTERIOR PAINT, TYP.
0561 ACP-1, METAL PANEL SYSTEM. ALL END & OUTSIDE JOINTS TO BE SEALED.
0707 6"X12" THRU-WALL SCUPPER, COLOR TO MATCH ACP-1 COLOR 3, COORDINATE EXACT LOCATION WITH ACP.
0720 PREFINISHED METAL COPING. SPLICE AND SEAL TO PROVIDE WEATHER TIGHT CONDITION. COORDINATEMEMBRANE FLASHING AT ROOF TO RUN FULLY UNDERNEATH TOP CAP TO FRONT OF COPING ANCHOR. TYP.
0749 FLUSH METAL SOFFIT PANELS (MP-2) ON LIGHT GAUGE STEEL FRAMING.
0750 6” PRE-FINISHED ALUM. DOWNSPOUT, TYP OF (2).
1072 FEC-2; SURFACE-MOUNTED FIRE EXTINGUISHER CABINET.
1082 SIGNAGE PER ARCH DRAWINGS.
1121 HOSE REELS PER EQUIPMENT DRAWINGS.
