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07-420-041, GENERAL STRUCTURAL N91E5 1. THE GENERAL STRUCTURAL NOTES ARE INTENDED TO AUGMENT THE DRAWINGS AND SPECIFICATIONS. SHOULD CONFLICTS EXIST BETHEEN THE DRAWINGS AND SPECIFICATIONS AND THE GENERAL STRUCTURAL NOTES, THE STRICTEST PROVISION SHALL GOVERN, 2. GOVERNING CODE: FLORIDA 5UILDING CODE - 2004 EDITION 5. SEE STRUCTURAL PLANS FOR DESIGN SOIL BEARING PRESSURE AND LIVE LOADS. LIVE LOADS REDUCED IN ACCORDANCE WITH THE OOVERNING CODE. 4. ROOF SNOW LOAD: GROUND SNOH LOAD (Pq) - O FEF 56 HIND LOAD: 5A5IC HIND SPEED - 140 MPH I MPORT'ANCE FACTOR ( I w) - 1.0 EXPOSURE CATEGORY - EXPOSURE C INTERNAL PRESSURE COEFFICIENT (6 C i.1 COMPONENTS AND CLADDING DESIGN PRESS TABLE: Surface Area Roof Zone i Roof Zone 2 Roof Zone 3 Wall Zone 4 Wall Zone 5 Floof veran-4 Ploof ver h223 , ft,) Pitive Ne_ ativc Poeitive Negative Positive -- NeL3ative Postive--- Ne_ ative Positive Ne ative Zone 111:2 Zane 3 1 24,5 -54,3 24,5 .84,4 24,5 = 127.1 46, 1 -49,9 4G. I �6 1 , } -72.5 -1 19.4 10 24.5 -54.3 24.5 -84,4 207 5 - 1 27.1 4G. 1 -49.9 4G, I -GI .4 -72,5 -1 19,4 24 24.5 -49.5 20.5 -75.9 20,5 -105.8 44.1 -47.2 44 1 -57,G -71.7 =93,8 54 _ 24.5 -47,8 24,5 G.3,1 24,5 -75,9 , i =45,7 41.1 -51.5 -G9.5 -59.7 144 19.6 --- _ -46.1 I9,6 -54,6 19,6 =54,6 _4_1 59,2 =43,4 39,2 =48,4 =68,2 __--- 200 17.5 - -46,1 17.5 -54,6 17.5 -54^6 - 37.6 =41 ,5 37,6 -44. 1 -.59,7 _1-34.1 34, 544 1 6.2 -46.1 i 6.2 -54.6 I 6.2 -54.6 34.5 -38.4 34.5 -38,4 -46.9 -34,1 1444 1 6.2 - _4G.-1- - i 6,2 I -54,6- 16_2 -54,6 34.5 38,4 34,5 -38.4 -46,9 34,1 COMPONENTS AND CLADDING TABLE NOTES: A. ALL PRESSURES INDICATED ARE IN POUNDS PER SQUARE FOOT (PSF) . B. REFER TO ASCE -1-02 FIGURES 6-1'I FOR DEFINITION OF PRESSURE ZONES AND SIGN CONVENTION. fOR THESE FIGURES, USE a = -7'-&". C. LINEAR INTERPOLATION BETHEEN ADJACENT VALUES IS PERMITTED FOR VALUES OF SURFACE AREA OTHER THAN THOSE 'SHOWN. INTERPOLATION SHALL ONLY BE PERFORMED BETWEEN 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 1605.5.2, USE OMEGA = I.S. 6. SEISMIC LOAD: SEISMIC USE GROUP - CATEGORY II IMPORTANCE FACTOR (Ie) - 1.0 MAPPED SPECTRAL RESPONSE ACCELERATION AT SHORT PERIOD (55) - 0.062 MAPPED SPECTRAL- RESPONSE ACCEL-ERAT I ON AT ONE -SECOND PER I OD(S 1) - 0.025 SITE CLA59 = D SPECTRAL RESPONSE COEFFICIENT AT SHORT PERIOD (SDs) - 0.068 SPECTRAL RESPONSE COEFFICIENT AT ONE -SECOND PERIOD (SDI)- 0.051 SEISMIC DESIGN CATEGORY - A DESIGN BASE SHEAR - 4 KIPS SEISMIC RESPONSE COEFFICIENT (09) _ 0.011 DESIGN BY EQUIVALENT LATERAL FORCE PROCEDURE. 1. MECHANICAL FRAMING LOAV5, OPENINGS, AND STRUCTURE IN ANY HAY RELATED TO MECHANICAL REQUIREMENTS ,ARE SHOWN FOR BIDDING PURPOSES ONLY. CONTRACTOR SHALL_ OBTAIN APPROVAL OF MECHANICAL AND OTHER TRADES BEFORE PROCEEDING WITH 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 HiTH THE MECHANICAL DRAWINGS, 5. 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 5UILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS, OR TIE�DOHNS 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 FOLLOW ALL APPLICABLE SAFETY CODES AND REGULATIONS DURING ALL PHASES OF CONSTRUCTION. 1O.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS RELATING TO EXISTING CONSTRUCTION AND EXISTING SERVICE ON THE SITE. II.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND LOCATIONS OF COLUMNS, WALLS, OPENINGS ETC, WITH THE ARCHITECTURAL DRAWINGS PRIOR TO PROCEEDING KITH THE WORK, TA 1. SPECIFICATIONS AND STANDARDS: A. ALL STRUCTURAL PROPERTIES OF LIGHTGAGE METAL FRAMING SHALL BE COMPUTED IN ACCORDANCE WITH AISI "SPECIFICATIONS FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS" AND SHALL BE PUBLISHED IN THE MANUFACTURERS CATALOG. B. HELDING SHALL BE PERFORMED ONLY BY QUALIFIED OPERATORS USING PROPER EQUIPMENT FOR THE PARTICULAR TYPE OF WORD REQUIRED. C. AWS STANDARD WELDING SYMBOL. D. ANiS DI.5 SPECIFICATION FOR WELDING SHEET STEEL IN STRUCTURES. 2. MATERIALS: - A. STRUCTURAL FRAMING MEMBERS 54 MILS AND HEAVIER: ASTM A1005, GRADE 50, TYPE H. 5. STRUCTURAL FRAMING MEMBERS 45 MILS AND LIGHTER: ASTM A1005, GRADE 551 TYPE H. C. ALL TRACK AND BRIDGING MATERIALS, ASTM AIOOS, GRADE SS, TYPE H. D. ALL MEMBERS SHALL BE GALVANIZED PER ASTM A655, GGO. E. WELDING ELECTRODES: AWS AS.!, AS.S OR A5.16 SERIES EGO. S. CONNECTIONS: - - - _ _ - - A, CUT ALLFRAMINGCOMPONENTS 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. HIRE TYING OF STRUCTURAL_ FRAMING COMPONENTS IS NOT PERMITTED. D. LIGHTGAGE METAL FRAMING CONNECTIONS TO BE FASTENED TOGETHER WITH A MINIMUM OF (2) #& SCREH5 OR AS SHOWN ON THE PLANS. 4. ERECTION: A. ATTACH TRACK SECURELY TO THE FLOOR AND OVERHEAD STRUCTURE.- -- -- 5. 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 ALL -OW AXIAL LOADS TO STUDS UNTIL ALL BRIDGING, CONNECTIONS, AND ATTACHMENT OF COLLATERAL MATERIALS ARE COMPLETE. E. ATTACH VeBAR BRIDGING TO BOTH FLANGES OF WALL STUDS TO PREVENT STUD ROTATION. BRIDGING ROW5 SHALL BE SPACED AT 4'-O"1e, OR IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. F. PROVISIONS SHALL BE MADE FOR STRUCTURE VERTICAL MOVEMENT AT PARTITIONS AND CURTAINWALL INFILL AND WHERE INDICATED USING VERTICAL SLIDE TRACK AND VERTICAL SLIDE CLIPS. PROVIDE V -BAR BRIDGING TO BOTH FLANGES OF WALL STUDS WITHIN b" OF THE SLIDE TRACK LOCATIONS. STRUCTURAL TC UCTURAL _=$FEEL 1. SPECIFICATIONS AND STANDARDS: UNLESS SPECIFICALLY SHORN 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�cltM EDITION. Ba A I SC CODE OF STANDARD PRACTICE. C. AHS STANDARD HELDING SYMBOLS. D. STRUCTURAL HELPINGCOVEA1N5 DI.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 WORD REQUIRED. E. SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A525 OR A410 BOLTS. 2. TESTING: A. WELDS: VISUAL TESTING SHALL BE PERFORMED BY AN INDEPENDENT TESTING LABORATORY ON ALL WELDS. 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 A4c10 BOLTS: PROVIDE BOLT INSPECTION AS DETAILED IN PARAGRAPH cl OF SPECIFICATIONS FOR STRUCTURAL JOINTS USING A525 OR A4GIO 5OLT5. 5. MATERIALS: A. ANGLES, PLATES AND BARS; A5TM A56. B. WELDING ELECTRODES: AWS A5,1 OR A5.5 SERIES 510. C. BOLTS: ASTM A525. D. FAINT AND PROTECTION: 1. PRIME COAT, TOUCH 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 WITH MECHANICAL AND OTHER REQUIREMENTS BEFORE PROCEEDING WITH THE WORK, CONTRACTOR SHALL- COORDINATE EXACT SIZE AND LOCATION FOR ALL STEEL ANGLE FRAMES HITH OPENINGS SHOWN ON THE MECHANICAL AND ARCHITECTURAL DRRAINING5, u4uo 04© � 4 U S7 U {) U 4 PARTIAL ROOF FRAMING PLA - r- 0 = 1 1-011 1. DESIGN LIVE LOADS: ROOF SNOW LOAD BASED ON 0 PSF GROUND SNOW LOAD; ROOF LIVE LOAD = 20 PSF. 2. 1- - ____ --INDICATES TOP OF STEEL AND JOIST BEARINO ELEVATION. 5, EXISTING ROOF CONSTRUCTION: 14x2( GAGE STEEL ROOF DECK. 4. ALL CONSTRUCTION IS NEW UNLESS NOTED AS EXISTING (E_). 5. PROVIDE LSX5 112 X 5116 LLV UNDER CURBS OF ROOF TOP HVAC UNITS AS SHOWN ON PLAN. CONNECT TO EXISTING JOIST AT EACH END WITH SEAT LGX5 112 X 5116 X O'�W' LLV SIMILAR TO DETAIL 2!5100. (0. ® =INDICATES FRAMED OPENING PROVIDE FRAME USING L's 5 1/2x5 11.2x114 4 SIDES. CONTRACTOR COORDINATES SIZES WITH MECHANICAL AND ARCHITECTURAL -- REQUIREMENTS. FRAMES ARE REQUIRED AT ROOF DRAINS. SEE ARCHITECTURAL AND MECHANICAL DRANIN65 FOR NUMBERS AND LOCATIONS. 5EE DETAILS 115100 AND 2/5100. 1. INFORMATION FOR THE EXISTING BUILDING HAS SEEN 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 WORD. 5. REFERENCES: GENERAL STRUCTURAL NOTES 5100, BOT. CHORD SUSPENDED LOAD 500# MAXIMUM TOP CHORD LOAD GCC# MAXIMUM Ll 4x14x!/& MIN. EXT& MOIST, SEE PLAN NOTES: CONCENTRATED MECH. UNIT LOADS, FOLDING PARTITIONS, SUSPENDED LOADS, ETC, SHOULD BE LOCATED AT JOIST PANEL POINTS WHERE POSSIBLE. WHEN PANEL POINT IS NOT ACCESIBLE, SUPPORT LOAD AS SHOWN ALL WELDING TO JOIST IS TO BE DONE WITH CARE AS NOT TO IMPAIR THE STRENGTH OF THE JOIST. DETAIL NO SCALE: TYP. SUPPORT OF CONCENTRATED LOADS NOT AT JOIST PANEL POINT - NEW PND. BARS. CNTR. ON DIST. SPAN EXTG. STL, J5T. EXTG, MTL. DECK T2-12 YP TYP NOTE: ALIGN AELD5 WITH J015T PANEL POINTS SECTION 5 ��411 3 1i��ll 100 ROOF OPENING -CONNECT RTU TO L w1 COORDINATE OPENING (4) I "x20 GA. STRAP REQUIREMENTS wIMECH, rvl (4) #10x1" SCREWS. CONNECT RTU TO CUR5 CONTRACTOR wl #14x4" SC -RENS o 24" e-16. -----� -_- - 5/*v2 - L4x512x/4 . L 5V2x5�2x�4-- O' -(o" LLV WALL -REINF. EXT&. 511 J015T AS I READ. PER SEB PLAN FOR EXT&. 115100 FOR- ORJOiST JOISTINFO. LOADS NOT I AT ,101ST W 4U Qu 0 Q Q U U 0 a sa.,- '' 4 u gat=;401 CONSULTANT: LL_ { 1 I MBH 0,r 0 v09U U U G D _ " GLAVAN FEHtR ARCHITECTS INC. I I PARTIAL ROOF FRAMING PLA - r- 0 = 1 1-011 1. DESIGN LIVE LOADS: ROOF SNOW LOAD BASED ON 0 PSF GROUND SNOW LOAD; ROOF LIVE LOAD = 20 PSF. 2. 1- - ____ --INDICATES TOP OF STEEL AND JOIST BEARINO ELEVATION. 5, EXISTING ROOF CONSTRUCTION: 14x2( GAGE STEEL ROOF DECK. 4. ALL CONSTRUCTION IS NEW UNLESS NOTED AS EXISTING (E_). 5. PROVIDE LSX5 112 X 5116 LLV UNDER CURBS OF ROOF TOP HVAC UNITS AS SHOWN ON PLAN. CONNECT TO EXISTING JOIST AT EACH END WITH SEAT LGX5 112 X 5116 X O'�W' LLV SIMILAR TO DETAIL 2!5100. (0. ® =INDICATES FRAMED OPENING PROVIDE FRAME USING L's 5 1/2x5 11.2x114 4 SIDES. CONTRACTOR COORDINATES SIZES WITH MECHANICAL AND ARCHITECTURAL -- REQUIREMENTS. FRAMES ARE REQUIRED AT ROOF DRAINS. SEE ARCHITECTURAL AND MECHANICAL DRANIN65 FOR NUMBERS AND LOCATIONS. 5EE DETAILS 115100 AND 2/5100. 1. INFORMATION FOR THE EXISTING BUILDING HAS SEEN 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 WORD. 5. REFERENCES: GENERAL STRUCTURAL NOTES 5100, BOT. CHORD SUSPENDED LOAD 500# MAXIMUM TOP CHORD LOAD GCC# MAXIMUM Ll 4x14x!/& MIN. EXT& MOIST, SEE PLAN NOTES: CONCENTRATED MECH. UNIT LOADS, FOLDING PARTITIONS, SUSPENDED LOADS, ETC, SHOULD BE LOCATED AT JOIST PANEL POINTS WHERE POSSIBLE. WHEN PANEL POINT IS NOT ACCESIBLE, SUPPORT LOAD AS SHOWN ALL WELDING TO JOIST IS TO BE DONE WITH CARE AS NOT TO IMPAIR THE STRENGTH OF THE JOIST. DETAIL NO SCALE: TYP. SUPPORT OF CONCENTRATED LOADS NOT AT JOIST PANEL POINT - NEW PND. BARS. CNTR. ON DIST. SPAN EXTG. STL, J5T. EXTG, MTL. DECK T2-12 YP TYP NOTE: ALIGN AELD5 WITH J015T PANEL POINTS SECTION 5 ��411 3 1i��ll 100 ROOF OPENING -CONNECT RTU TO L w1 COORDINATE OPENING (4) I "x20 GA. STRAP REQUIREMENTS wIMECH, rvl (4) #10x1" SCREWS. CONNECT RTU TO CUR5 CONTRACTOR wl #14x4" SC -RENS o 24" e-16. -----� -_- - 5/*v2 - L4x512x/4 . L 5V2x5�2x�4-- O' -(o" LLV WALL -REINF. EXT&. 511 J015T AS I READ. PER SEB PLAN FOR EXT&. 115100 FOR- ORJOiST JOISTINFO. LOADS NOT I AT ,101ST W PANEL PTS. SEE PLAN NOTES: 1. SEE MECHANICAL DRAWING FOR LOCATIONS, SIZES, AND OUANTITES OF ROOF OPENINGS. 2. ALL WELDING TO ;JOIST TO BE DONE WITH CARE SO A5 NOT TO IMPAIR THE STRENGTH OF THE SIO I ST . 1;�C-7AL NO SCALE: T --(F. BODE OFENIN6 (2) #1O______ SCREAS TYP 60051G2�54 @ 16 %/c SHEATHING 5&251&-45' _-j (D) S�OSI��645 HEADER wl 600Ti25-54 T45 @ SECT 4A ONLY 3625I62-45 @ SECT 4A ONLY - HALL EXTENDS BELGA OPENING chi SECT 4 ONLY- _ - - SEE ARCH,, +1I { I I = 5625I62-45 �y''y -i - ---___--I �F 1= I--- �11� Ste' 4 00 Q U C. U = U U U [iU U U u G 4 C) C) 2 MI RANOVA PLACE UUU UULu U 4 ti 0 COLUMBUS, OHIO 43215 4 U [) 044 U ui_SU 1 U T E L 6 1 4. 2 2 8, 3 4 0 0 F A X 6 1 4. 2 2 8. 3 3 3 7 WWW. G LAV_ AN. C 0 M COPYRIGHT LOOT ' THIS DRAWING IS AN INSTRUMENT OF SERVICEf AND AS ,"", REMAINS THE PROPERTY OF CHIROTLE MEXICAN GRILL IND.. PER MICCIDN FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIROTLE MEXICAN 13RILL INC.. 1 543 WAZI=E STREET DENVER, COLORADO ✓ 0202 RHONE: (303) 595-40130 FAX: (303) 595-40 1 4 INTERNET: WWW.CHIPOTLE,COM - EXT& CMU t ' WALL - I EXT& ROOF OD LO I 0 W LU q 0 qh >= - FIELD VERIFY 0 COPYRIGHT LOOT ' THIS DRAWING IS AN INSTRUMENT OF SERVICEf AND AS ,"", REMAINS THE PROPERTY OF CHIROTLE MEXICAN GRILL IND.. PER MICCIDN FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIROTLE MEXICAN 13RILL INC.. 1 543 WAZI=E STREET DENVER, COLORADO ✓ 0202 RHONE: (303) 595-40130 FAX: (303) 595-40 1 4 INTERNET: WWW.CHIPOTLE,COM FTG NOTE: EXISTING CANOPY NOT SHOWN FOR CLARITY. CANOPY STRUCTURE TO REMAIN AS 15. SECTION4 4A 5/411 c 11-011 Ilk, I 2 9 - 100 11661-} �} (�} 7 Columbus Ohio 4321§-10138 V � . � . � V \! 1 - - T 614 481-9900 IF 614 481-9353 STRUCTURAL ENGINEERING www.smbhinc.com SMBH Jots# 1-07-04 . .. 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