07-420-039GENERAL STRUCTURAL -NOTES
1. THE GENERAL STRUCTURAL NOTES ARE INTENDED TO AUGMENT THE DRAWINGS AiD
SPECIFICATIONS. SHOULD CONFLICTS EXIST BETWEEN THE DRAWINGS AND
SPECIFICATIONS AND THE GENERAL STRUCTURAL NOTES, THE STRICTEST PROVISION
SHALL GOVERN.
2. GOVERNING CODE: FLORIDA BUILDING CODE 2004 EDITION
3. SEE STRUCTURAL PLANS FOR DESIGN SOIL BEARING PRESSURE AND LIVE LOADS. LIVE
- LOADS REDUCED IN ACCORDANCE NITH THE GOVERNING CODE.
4. ROOF SNOW LOAD:
GROUND SNON LOAD (Pg) - 0 PSF
I -
B -IC WLNO SP D 14- MPH
PORT NCE FACTOR (Iv4 - = 1.
EXPOSURE CATEGORY - =XF05URE C -
INTERNAL PRESSURE COEFFICIENT (G Cpi) _0.1
KIT
-N DESIGN PRESSURE TABLE
E
_OMPONNTS
A -=
-
-
L BV2xBx1/4
- -_-
-
511 -
��>f
Roof -
5urfae.e:
Area_
Roof Zone I
Roof Zane 2
Roof Zane
3
Wall Zone 4
-
Wall Zone 5
Ove:rhan_
Overhan
(e . ft.)
Po5itlve
Ne ative.
Positive
Ne_ ative _-
Positive
Ne- ative
Food ive
Ne_ ative
Po=sitive,
N_e- ative
Z<mc 14.2
Zone 3
I
.
26.2
-106,0
26.2
1 62.6
53.9
=63.8
58.9
-78.G
-92.3
-152.5
14
-G4,4
26.2
- I tibio
26,2
162.E
58.9
-�8.8
58.9
7f .
-92.8
-152.8
24
SUPPORTS -
-63.3
26.2
-07.1
2+x.2
1 35.8
56.5
=GO.4
56.5
-73.7
-01 ,7
-12#x,1
54
r29
I,1
26.2
=84.8
2&2
-57.1
52.5
-58.x}
52.5
-66.3
-882
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69 1244
25.1
X9.8
50,1
-55.5
50,1
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-58.9
22.4
-69,3
22.4
-69.8
48.1
-53,4
48.1
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-76.4
--13.7
544
217.7
-58.9
24.7
49.8
20.7
-G0.6
44.2
40.1
44.2_
-49.1
-G0.0
�I3.7
1444
24.7
-58.9
24.7
-69.8
24.7
-69.8
44.2
-49.1
44.2
±-49.1
-C-0.0
-43.7
43
26.2
61.3
24.2
-81.9
26,2_
-99,7
52.8'
-58,6
52,8
3
84,1
-79.3
. A
COMPONENTS AND CLADDING TABU NOTES.-
A. ALL PRESSURES INDICATED ARE IN POUNDS PER SQUARE FOOT (PSF).
B. REFER TO ASCE 1-02 FIGURES 6-11 FOR DEFINITION OF PRESSURE ZONES AND
SIGN CONVENTION. -VOR THESE FIGURES, USE 0 - T'-G,I
C. LINEAR INTERPOLATION BETWEEN ADJACENT VALUES IS PERMITTED FOR VALUES
OF SURFACE AREA OTHER THAN THOSE SHOWN. INTERPOLATION SHALL ONLY BE
PERFORMED'BETNEEN PRESSURE VALUES OF THE SAME SIGN.
D. WIND PRESSURES INDICATED SHALL ONLY BE USED IN THE LOAD COMBINATIONS
SET FORTH IN THE 2004 FLORIDA BUILDING CODE SECTION 1605. FOR LOAD
COMBINATIONS IN SECTION 1605.5.Z USE OMEGA = 1.5.
. SEISMIC LOAD:
SEISMIC USE GROUP - CATEGORY II
IMPORTANCE FACTOR - - 1 O
MAPPED SPECTRAL RESPONSE ACCELERATION AT SHORT PERIOD (55) - 0.062
MAPPED SPECTRAL RESPONSE ACCELERATION AT ONE -SECOND PERIOD(51)- 0.025
SITE CLASS D
SPECTRAL RESPONSE COEFFICIENT AT SHORT PERIOD (SDS) _ 0.06.,E
SPECTRAL RESPONSE COEFFICIENT AT ONE -SECOND PERIOD (SDI) 0.051
SEISMIC DESIGN CATEGORY A
DESIGN BASE SHEAR 4 KIPS
5E I SM I C RESPONSE COEFFICIENT (Cs) _ 0.017
DESIGN BY EQUIVALENT LATERAL- FORCE PROCEDURE.
J. MECHANICAL FRAMING LOADS, OPENINGS, AND STRUCTURE IN ANY WAY RELATED TO
MECHANICAL REQUIREMENTS ARE SHOWN FOR BIDDING PURPOSES ONLY, CONTRACTOR
SHALL OBTAIN APPROVAL OF MECHANICAL AND OTHER TRADES BEFORE PROCEEDING NITH
SUCH PORTION OF THE WORK, EXCESS COST RELATED TO VARIATION IN MECHANICAL
REQUIREMENTS TO BE BORNE BY MECHANICAL CONTRACTOR, COORDINATE SIZE AND
LOCATION OF ALL OPENINGS NITH THE MECHANICAL DRAWINGS.
S. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE
_BUILDING IS FULLY COMPLETED, IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY
TO DETERMINE ERECTION PROCEDURE AND SEQUENCE AND TO INSURE THE SAFETY OF
THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES THE
ADDITION OF WHATEVER TEMPORARY BRACING, GUYS, OR TIE=DOWNS NHICH MIGHT BE
NECESSARY. SUCH MATERIAL SHALL- REMAIN THE CONTRACTOR'S PROPERTY AFTER
COMPLETION OF THE PROJECT.
q. IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO FOL-LON ALL APPLICABLE
SAFETY CODES AND REGULATIONS DURING ALL PHASES OF CONSTRUCTION.
10,THE CONTRACTOR 15 RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS
RELATING TO EXISTING CONSTRUCTION AND EXISTING SERVICE ON THE SITE.
11.THE CONTRACTOR SHALL _VERIFY ALL DIMENSIONS AND LOCATIONS OF COLUMNS, N-ALLS,
OPENINGS ETC. NITH THE ARCHITECTURAL PRANIN65 PRIOR TO PROCEEDIN& KITH THE
WORK.
LIGHTGAGE METAL FRAMIN&
1, SPECIFICATIONS AND STANDARDS:
A. ALL STRUCTURAL PROPERTIES OF LIGHTGAGE METAL FRAMING SHALL BE COMPUTED
IN ACCORDANCE NITH AISI SPECIFICATIONS FOR THE DESIGN OF COLD 1=0RMED
STEEL STRUCTURAL MEMBERS" AND SHALL BE PUBLISHED IN THE MANUFACTURERS
CATALOG.
B. WELDING SHALL BE PERFORMED ONLY BY QUALIFIED OPERATORS USING PROPER
EQUIPMENT FOR THE PARTICULAR TYPE OF WORK REQUIRED.
C. ANS STANDARD NELDING SYMBOL.
D. ANS D1.5 SPECIFICATION FOR WELDING SHEET STEEL IN STRUCTURES.
2. MATERIALS.-
A.
ATERIALS:A. STRUCTURAL FRAMING MEMBERS 54 MILS AND HEAVIER. ASTM A1005, GRADE 50,
TYPE H.
B. STRUCTURAL FRAMING MEMBERS 45 MILS AND LIGHTER: ASTM A1005, GRADE SS,
TYPE H. _ _
C. ALL TRACK AND BRIDGING MATERIALS, ASTM A1OOS, GRADE SS, TYPE H.
P. ALL MEMBERS SHALL BE GALVANIZED PER ASTM A655, GGO.
E, WELDING ELECTRODES: ANS A5.1, AS.S OR A5.15 SERIES E&O.
B. CONNECTIONS=
A. CUT ALL FRAMING COMPONENTS TO FIT SQUARELY AGAINST ABUTTING MEMBERS AND
HOLD FIRMLY IN POSITION UNTIL PROPERLY FASTENED.
B. ALL PANELS SHALL BE SQUARE AND BRACED AGAINST RACKING. -
C. WIRE TYING OF STRUCTURAL FRAMING COMPONENTS.IS NOT PERMITTED.
D. -L-IGHTGAGE METAL,FRAMING CONNECTIONS TO BE FASTENED TOGETHER WITH A
MINIMUM OF () #a SCREWS OR AS SHOWN ON THE PLANS.
4. ERECTION:
A. ATTACH TRACK SECURELY TO THE FLOOR AND OVERHEAD STRUCTURE. --
B. SEAT STUDS SQUARELY TO THE FLOOR AND OVERHEAD TRACK AND ATTACH SECURELY.
C. SPLICES IN STRUCTURAL FRAMING MEMBERS ARE NOT PERMITTED WITHOUT APPROVAL
OF THE STRUCTURAL ENGINEER.
D. DO NOT ALLOW AXIAL LOADS TO STUDS UNTIL ALL BRIDGING, CONNECTIONS, AND
ATTACHMENT OF COLLATERAL MATERIALS ARE COMPLETE.
E. ATTACH V -BAR BRIDGING TO BOTH FLANGES OF NALL STUBS TO PREVENT STUD
ROTATION, BRIDGING RONS SHALL BE SPACED AT 4'-O"r1c- OR IN ACCORDANCE
WITH THE MANUFACTURER'S RECOMMENDATIONS.
F. PROVISIONS SHALL BE MADE FOR STRUCTURE VERTICAL MOVEMENT AT PARTITIONS
AND CURTAINNALL INFILL AND NHERE IiVICATED USING VERTICAL SLIDE TRACK
AND VERTICAL SLIDE CLIPS. PROVIDE'V-BAR BRIDGING TO BOTH FLANGES OF
WALL STUDS WITHIN 6" OF THE SLIDE TRACK LOCATIONS.
STRUCTURAL STEEL
1. SPECIFICATIONS AND STANDARDS:
UNLESS SPECIFICALLY SHOWN OTHERWISE, DESIGN, FABRICATION AND ERECTION SHALL
BE GOVERNED BY THE LATEST REVISIONS OF:
A. AISC SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF
STRUCTURAL STEEL FOR BUILDINGS, ASD-qth EDITION.
B, AISC CODE OF STANDARD PRACTICE.
C. ANS STANDARD WELDING SYMBOLS.
D. STRUCTURAL WELDING CODE ANS D1.1-2000 OF THE AMERICAN WELDING SOCIETY.
WELDING SHALL BE PERFORMED ONLY BY OPERATORS QUALIFIED, BY THE AWS
STANDARD QUALIFICATION PROCEDURE, TO PERFORM THE PARTICULAR TYPE OF WORK
REQUIRED.
E. SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A525 OR A4gO BOLTS,
2. TESTING; _ _ _
A. WELDS: VISUAL TESTING SHALL BE PERFORMED BY AN INDEPENDENT TESTING
LABORATORY ON ALL NEL-DS. INADEQUATE WELDS SHALL BE STRENGTHENED OR CUT
OUT AND REPLACED AS DIRECTED.
B. STRUCTURAL STEEL/ PROVIDE MILL REPORTS FOR PROPERLY IDENTIFIED
- MATERIALS ON REQUEST.
C. A525 AND A4,=10 BOLTS: PROVIDE BOLT INSPECTION AS DETAILED IN PARAGRAPH q
OF SPECIFICATIONS FOR STRUCTURAL JOINTS USING A525 OR A4gO BOLTS.
S. MATERIALS.
A. ANGLES, PLATES AND BARS= ASTM AS&.
B. WELDING ELECTRODES: AWS A5,1 OR AS.S SERIES E70.
C. BOLTS; ASTM A525.
D. PAINT AND PROTECTION:
I. PRIME COAT, 'POUCH UP AFTER ERECTION.
2. MEMBERS EXPOSED TO WEATHER IN FINISHED STRUCTURE: GALVANIZED AFTER
FABRICATION.
4. MISCELLANEOUS REQUIREMENTS:
A. STEEL SUPPORTING OR CONNECTING TO MECHANICAL OR OTHER EQUIPMENT IS SHOWN
FOR BIDDING PURPOSES ONLY, CONTRACTOR SHALL RECONCILE EXACT SIZE AND
LOCATION NITH MECHANICAL AND OTHER REQUIREMENTS BEFORE PROCEEDING WITH
THE WORK. CONTRACTOR SHALL COORDINATE EXACT SIZE AND LOCATION FOR ALL
STEEL ANGLE FRAMES NITH OPENINGS SHOWN ON THE MECHANICAL AND
ARCHITECTURAL DRAWINGS.
/-N M 3f
F,4RTlAL R00� F:RAM'INC� PLAN
�4rr _ 11-011
�zr
-
�1. PIESIGNL-IVB LOADS: R -F SNON LOAD BASED ON 0 PSF GROUND SNOW LOAD,
ROO LO P -
_I VE LOAD = BF
INDICATES -OF STEEL AND MOIST BEARING ELEVATION.
S. EXISTING ROOF CONSTRUCTION: 12-x2O GAGE STEEL ROOF DECK..
4. ALL CONSTRUCTION IS NEN UNLESS NOTED AS EXISTING (E-).
S. PROVIDE LSXS 112 X Blit LLV UNDER CURBS OF ROOF TOP HVAC UNITS AS SHONN
ON PLAN. CONNECT TO EXISTING JOIST AT EACH END NITH SEAT L&X5 ill X
5l16 X O' -G" LLV SIMILAR TO DETAIL 215100.
(0._INDICATES FRAMED OPENING - PROVIDE FRAME
USING L's S 112x5 1/2x114 - 4 SIDES. CONTRACTOR
COORDINATES SIZES NITH MECHANICAL AND ARCHITECTURAL
REOU I REMENTS 4 .FRAMES ARE REQUIRED AT ROOF DRAINS. SEE
ARCHITECTURAL AND MECHANICAL DRAWINGS POR NUMBERS AND
LOCATIONS. SEE DETAILS 1/510.0 AND 2/5100.
-7. INFORMATION FOR.THE EXISTING BUILDING HAS BEEN TAKEN FROM
DRAWINGS AND HAS NOT BEEN VERIFIED IN THE FIELD. CONTRACTOR
SHALL VERIFY ALL RELEVANT CONDITIONS AND DIMENSIONS OF
EXISTING CONSTRUCTION BEFORE PROCEEDING WITH WORK,
S. REFERENCES; GENERAL STRUCTURAL NOTES - 5100.
T
BOT. CHORD SUSPENDED
LOAD 500# MAXIMUM
TOP CHORD LOAD
GOO# MAXIMUM
L1 4x1!/4x b
MIN.
EXT& MOIST, SEE PLAN
NOTES:
CONCENTRATED MECH, UNIT LOADS, FOLPING PARTITIONS,
SUSPENDED LOADS, ETC, SHOULD BE LOCATED AT MOIST PANEL -
POINTS WHERE POSSIBLE. NHEN PANEL POINT IS NOT ACCE5IBLE,
SUPPORT LOAD AS SHONN ALL MELDING TO MOIST IS TO BE DONE
WITH CARE AS NOT TO IMPAIR THE STRENGTH OF THE MOIST.
DETAIL
NO SCALE: TYP, SUPPORT OFON ENTRATF-1;)
LOAI NOT AT J015T PANED POINT
NEW RND. E
CNTR� ON z
ETG. MTL. DECK
EXT&. STL. _15T.
I I I I
(2) #10-
TYP
10 TYP SCREWS TYP
TYP
NOTE: ALIGN WEDS NITH JOIST
PANEL POINTS
5EIST I N S
1/411
- 11-0I1
ROOF OPENINGCONNECT RTU TO L wl
COORDINATE OPENING (4) 4C'� STRAP
wl (4)) #ICI" SCREWS.
REQUIREMENTS w1MECH. CONNECT RTU TO CURB
CONTRACTOR w1 #14x4" SCREWS @ 4"1.
SEE PLAN
NOTES_
1 SEE MECHANICAL DRAWING FOR LOCATIONS,
SIZES, AND QUANTITES OF ROOF OPENINGS.
2. ALL WELDING TO MOIST TO SE DONE NITH
CARE SO AS NOT TO IMPAIR THE STRENGTH
OF THE JOIST.
L?E`TA I L
NO SCALE: T 1P. I01= OPENIN
SEE ARC*
-
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RECD. PER
SEE PLAN FOR ETG.
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JOiST INFO.
LOADS NOT
--
AT J015T
PANEL PTS.
SEE PLAN
NOTES_
1 SEE MECHANICAL DRAWING FOR LOCATIONS,
SIZES, AND QUANTITES OF ROOF OPENINGS.
2. ALL WELDING TO MOIST TO SE DONE NITH
CARE SO AS NOT TO IMPAIR THE STRENGTH
OF THE JOIST.
L?E`TA I L
NO SCALE: T 1P. I01= OPENIN
SEE ARC*
-
5625I62-54
@ 16"r-lrs
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NOTE; EXISTING CANOPY NOT SHOWN FOR C-LL-ARITY.
CANOPY STRUCTURE TO REMAIN AS IS.
SECTION,
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7166 Dublin Road Suite 299
Columbus Ghia 43215!1038,
(ONSOLTANT:
GLAVAN FEHER ARCHITECTS INC.
2 MIRANOVA PLACE
COLUMBUS, OHIO 43215
T€ L 6 1 4 2 2 3. 3 4 0 0
P A X 6 1 4. 2 2 3. 3 3 3 7
W W W. G L A V A N, C 0 M
EOP YRI€HT 2007
THIS DRAWIN€ IS AN INSTRUMENT OF
SERVICE, AND AS SUCH, REMAINS THE
PROPERTY OF CHIPOTLE MEXICAN GRILL
INC.. PERmisSION FOR USE OF THIS
DOCUMENT IS LIMITED AND CAN BE
EXTENDED ONLY SY WRITTEN AGREEMENT
WITH OHIPOTLE MEXICAN DRILL INC..
1 543 WAZEE STREET
DENVER, UOLORAOD E30202'
PHIONE; (303) 595 4000
FAX: (303) 595-4014
INTERNET: WWW.OHIPEITLE.COM
SECTION,
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Columbus Ghia 43215!1038,
(ONSOLTANT:
GLAVAN FEHER ARCHITECTS INC.
2 MIRANOVA PLACE
COLUMBUS, OHIO 43215
T€ L 6 1 4 2 2 3. 3 4 0 0
P A X 6 1 4. 2 2 3. 3 3 3 7
W W W. G L A V A N, C 0 M
EOP YRI€HT 2007
THIS DRAWIN€ IS AN INSTRUMENT OF
SERVICE, AND AS SUCH, REMAINS THE
PROPERTY OF CHIPOTLE MEXICAN GRILL
INC.. PERmisSION FOR USE OF THIS
DOCUMENT IS LIMITED AND CAN BE
EXTENDED ONLY SY WRITTEN AGREEMENT
WITH OHIPOTLE MEXICAN DRILL INC..
1 543 WAZEE STREET
DENVER, UOLORAOD E30202'
PHIONE; (303) 595 4000
FAX: (303) 595-4014
INTERNET: WWW.OHIPEITLE.COM
Issue Record;
03.05.2007 FIRE/GERM SUBMITTAL
4 •
Revisions;
03.06.2007. ERRS COMMENTS_ --
04.26.2007 FE&WB COMMENTS -
07.17.2007 BLDG DEPT. COMMENTS.._
Drawn!
MNH
Checked:
M13H
Project No.
CMC302
Contents;
Roof Framing Plan,
General foot'
Sections
I
100
I
I
bate of La3t,.:Print; ,
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07= 7f Q07-'_-
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Issue Record;
03.05.2007 FIRE/GERM SUBMITTAL
4 •
Revisions;
03.06.2007. ERRS COMMENTS_ --
04.26.2007 FE&WB COMMENTS -
07.17.2007 BLDG DEPT. COMMENTS.._
Drawn!
MNH
Checked:
M13H
Project No.
CMC302
Contents;
Roof Framing Plan,
General foot'
Sections
I
100
I
I
bate of La3t,.:Print; ,
- •L�
07= 7f Q07-'_-
-93%3
t