)1.&'0 524+0)5 41#&+5610 - tolarconstruction.com · 22k5 w18x50 w16x31 w16x31 w16x31 w18x35 w21x44...
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10'-4" 13'-10" 15'-0" 14'-7" 6'-0 5 8 " 11'-8" 8'-2 3 8 " 1'-2" 17'-6" 34'-0" 19'-10" 19'-10" 11'-1 1 2 " 1'-7 1/4" 13'-0 3/4" 10'-0" 14'-6 1 2 " 23'-2 1 2 " 18'-9" 4'-9 1 4 " W14X22 W14X22 W12X19 W14X22 W12X19 W18X40 W18X40 W16X31 W14X22 W14X22 W16X31 W14X22 W18X50 W18X50 W18X50 W18X50 W18X50 W21X44 W21X44 W21X44 W21X44 W21X44 W21X44 22K4 18K3 18K3 18K3 18K3 18K3 18K3 18K3 18K3 18K3 18K3 20K3 20K3 14K1 W18X50 W18X50 22K4 22K4 22K4 22K4 22K4 22K4 22KCS2 22K4 W21X44 22K5 W18X50 W16X31 W16X31 W16X31 W18X35 W21X44 W21X55 W21X55 22KCS2 22KCS2 22KCS2 22KCS2 22KCS2 22KCS2 W21X44 14K1 14K1 14K1 14K1 14K1 14K1 14K1 14K1 14KCS1 14K1 14K1 14KCS1 14KCS1 20KCS2 20KCS2 14K1 14K1 14K1 14K1 14K1 14K1 14K1 14K1 14K1 14K1 W14X22 W14X22 W14X22 W14X22 W21X44 W16X31 1 1/2" 20 TYPE B GALV METAL ROOF DECK. SEE 1/S-5.5 FOR ATTACHMENT 8 S-5.5 TYP 9 S-5.5 8 S-5.5 TYP 3 S-5.5 TYP 3 S-5.5 TYP 8 S-5.5 TYP 7 S-5.5 8 S-5.5 TYP 3 S-5.5 TYP 1 1/2" 20GA TYPE B METAL ROOF DECK NOTE 6 NOTE 6 NOTE 6 NOTE 6 NOTE 6 NOTE 6 NOTE 6 NOTE 6 NOTE 6 NOTE 6 3 S-5.5 6 S-5.4 6 S-5.4 6 S-5.4 5 S-5.4 3 S-5.4 3 S-5.4 5 S-5.4 RTU-4 980 LBS RTU-3 980 LBS CU-4 360 LBS CU-3 360 LBS CU-2 360 LBS CU-1 360 LBS RTU-1 980 LBS RTU-2 950 LBS SEE NOTE C TYP CU-6 250 LBS 9'-10" 8'-1" 3" 20GA TYPE B METAL ROOF DECK OVER ELEVATOR HOIST WAY W8X15 HOIST BM T/STL EL=27'-4" COORD LOCATION W/ ELEVATOR SUPPLIER 3'-10" 4'-0" TO POST 8'-11 1/2" 11 S-5.3 SIM @ RAILS 4 S-5.4 4 S-5.4 5 S-5.4 SIM 5 S-5.4 SIM ,1$ 01 5*''6 6+6.' 5*''6 01 ' 4'8+5+105 241,'%6 5'#. 10/18/2016 2015-043 )1.&'0 524+0)5 41#& #00+5610 #.#$#/# THIS DRAWING AND ASSOCIATED ELECTRONIC FILES ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THE PROJECT LISTED HEREIN. THE DESIGNS REPRESENTED IN THESE DOCUMENTS REMAIN THE PROPERTY OF CONSULTANTS & BUILDERS, INC. OR ITS CONSULTANTS. ANY USE OF THESE DOCUMENTS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THE PROJECT LISTED HEREIN, WITHOUT THE EXPRESS WRITTEN PERMISSION OF CONSULTANTS & BUILDERS, INC. IS PROHIBITED. c 2016 CONSULTANTS & BUILDERS, INC. %1057.6#06 3100 MEDLOCK BRIDGE ROAD, SUITE 420 PEACHTREE CORNERS, GA. 30071 PHONE: 770- 729-8183 FAX: 770-416-9619 APPLEBY + LACCETTI ARCHITECTS, INC. 1447 PEACHTREE ST., N.E. SUITE 600 ATLANTA, GA 30309 PHONE: 404-817-3282 FAX: 404-817-3280 #4%*+6'%6 Permit Set S-2.2 ROOF FRAMING PLAN 1/8" = 1'-0" ROOF FRAMING PLAN 1 SHEET SPECIFIC NOTES: 1. DECK BEARING ELEVATION = 27'-6 1/2", TYP UNO. 2. BEAMS / JOISTS ARE EQUALLY SPACED BETWEEN COLUMN LINES UNO. 3. PROVIDE JOIST BRIDGING PER SJI REQUIREMENTS AND TO SUIT UPLIFT INDICATED ON THE COMPONENTS AND CLADDING WIND DIAGRAM. BRIDGING ARCHITECTURALLY EXPOSED. PROVIDE UNIFORM SPACING. 4. SEE STRUCTURAL GENERAL NOTES FOR DETERMINING REACTIONS FOR NON-COMPOSITE BEAMS. 5. COORDINATE SIZE AND LOCATION OF MECHANICAL UNIT ROOF OPENINGS WITH PURCHASED EQUIPMENT. 6. LOCATE HSS4x2 1/2x3/16 (LLH) BETWEEN JOIST BEARING SEATS AND VERT CHANNELS. SEE 2/S-5.4. SHEET GENERAL NOTES: A. SEE 1/S5.5 FOR TYPICAL ROOF DECK ATTACHMENT. B. SEE 2/S5.5 FOR TYPICAL FRAMING AT ROOF OPENINGS . C. SEE 4/S5.5 FOR TYPICAL FRAMING MECH UNITS. COORD LOCATION WITH MECH AND ARCH.
Transcript of )1.&'0 524+0)5 41#&+5610 - tolarconstruction.com · 22k5 w18x50 w16x31 w16x31 w16x31 w18x35 w21x44...
10'-4" 13'-10" 15'-0" 14'-7" 6'-058" 11'-8" 8'-23
8"
1'-2"
17'-6" 34'-0"
19'-1
0"19
'-10"
11'-1
1 2"1'-
7 1/4"
13'-0
3/4"
10'-0
"14
'-61 2"
23'-2
1 2"
18'-9
"
4'-914"
W14
X22
W14X22
W12
X19
W14
X22
W12
X19
W18
X40
W18
X40
W16X31 W14X22
W14X22W16X31 W14X22
W18
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X50
W18
X50
W18X50 W21X44 W21X44
W21
X44
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22K418K3
18K3
18K3
18K3
18K3
18K3
18K3
18K3
18K3
18K3
20K3
20K3
14K1
W18X50 W18X50
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W21X44
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X31
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W18
X35
W21
X44
W21
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22KCS2
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22KCS2
22KCS2
W21X44
14K1
14K1
14K1
14K1
14K1
14K1
14K1
14K1
14KCS1
14K1
14K1
14KCS1
14KCS1
20KCS2
20KCS2
14K1
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14K1
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W14
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W21X44
W16
X31
1 1/2" 20 TYPE BGALV METAL ROOFDECK. SEE 1/S-5.5FOR ATTACHMENT
8S-5.5
TYP9S-5.5
8S-5.5
TYP
3S-5.5
TYP
3S-5.5
TYP
8S-5.5
TYP
7S-5.5
8S-5.5
TYP
3S-5.5
TYP
1 1/2" 20GA TYPE BMETAL ROOF DECK
NOTE 6
NOTE
6
NOTE
6NO
TE 6
NOTE
6NO
TE 6
NOTE
6NO
TE 6
NOTE
6
NOTE 6
3S-5.5
6S-5.4
6S-5.4
6S-5.4
5S-5.4
3S-5.4
3S-5.4
5S-5.4
RTU-4980 LBS
RTU-3980 LBS
CU-4360 LBS
CU-3360 LBS
CU-2360 LBS
CU-1360 LBS
RTU-1980 LBS
RTU-2950 LBS
SEE NOTE CTYP
CU-6250 LBS
9'-10
"8'-
1"
3" 20GA TYPE BMETAL ROOF DECKOVER ELEVATORHOIST WAY
W8X15 HOIST BM T/STLEL=27'-4"COORD LOCATION W/ELEVATOR SUPPLIER
3'-10
"
4'-0"TO POST
8'-11 1/2"
11S-5.3
SIM @ RAILS4
S-5.4
4S-5.4
5S-5.4
SIM
5S-5.4
SIM
10/18/2016 2015-043
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Permit Set
S-2.2
ROOF FRAMINGPLAN
1/8" = 1'-0"
ROOF FRAMING PLAN1
SHEET SPECIFIC NOTES:
1. DECK BEARING ELEVATION = 27'-6 1/2", TYP UNO.2. BEAMS / JOISTS ARE EQUALLY SPACED BETWEEN COLUMN
LINES UNO.3. PROVIDE JOIST BRIDGING PER SJI REQUIREMENTS AND TO
SUIT UPLIFT INDICATED ON THE COMPONENTS ANDCLADDING WIND DIAGRAM. BRIDGING ARCHITECTURALLYEXPOSED. PROVIDE UNIFORM SPACING.
4. SEE STRUCTURAL GENERAL NOTES FOR DETERMININGREACTIONS FOR NON-COMPOSITE BEAMS.
5. COORDINATE SIZE AND LOCATION OF MECHANICAL UNITROOF OPENINGS WITH PURCHASED EQUIPMENT.
6. LOCATE HSS4x2 1/2x3/16 (LLH) BETWEEN JOIST BEARINGSEATS AND VERT CHANNELS. SEE 2/S-5.4.
SHEET GENERAL NOTES:
A. SEE 1/S5.5 FOR TYPICAL ROOF DECK ATTACHMENT.B. SEE 2/S5.5 FOR TYPICAL FRAMING AT ROOF OPENINGS .C. SEE 4/S5.5 FOR TYPICAL FRAMING MECH UNITS. COORD
LOCATION WITH MECH AND ARCH.
