EFTA01079956.pdf

DESIGN CRITERIA REVISIONS NOTES TO ERECTOR/OWNER: (I) Width (ft) = 4O MBM IS NOT RESPONSIBLE FOR THE ERECTION OF THE BUILDING. (2) Length (ft) = 60 THE SUPPLY OF ANY TOOLS OR EQUIPMENT. OR ANY OTHER FIELD Front Eave Height (ft) = 16 WORK UNLESS MBM HAS BEEN CONTRACTED FOR THESE. MBM DOES NOT PROVIDE ANY FIELD SUPERVISION FOR THE ERECTION Back Eave Height (ft) = 16 OF THE BUILDING. NOR DOES MBM PERFORM ANY INSPECTIONS Front Roof Slope (Rise/12) = 1.5:12 DURING OR AFTER ERECTION. Bock Roof Slope (Rise/12) = 1.500:12 4 2 4 Dead Load (psf) -, 2.000 [2) USE ONLY THE ERECTION DRAWINGS PROVIDED BY MBM AND IN- Collateral Load (psf) = 0.5 CLUDED IN THE ERECTOR'S PACKAGE DELIVERED BY THE TRUCK pc Roof Live Load (psf) = 20.00 DRIVER WITH THE BUILDING. MBM IS NOT LIABLE FOR ANY CLAIM I I 0 RESULTING FROM THE USE OF OTHER DRAWINGS. Frame Live Load (psf) = 20 Roof Snow Lood (psf) = [3) CHECK SLAB AND ANCHOR BOLT PLACEMENTS BEFORE STANDING ANY a 3 4 Wind Speed (mph ) = 180 FRAMING. IF THE SLAB IS NOT SIZED CORRECTLY OR IS OUT OF 3 Wind Code SQUARE. OR IF NE ANCHOR BOLTS ARE NOT CORRECTLY LOCATED, = FBC 10 / IBC 12 CALL MBM. MBM IS NOT LIABLE FOR LABOR CHARGES RESULTING 4 3 4 Occupancy Category = II — Normal FROM STANDING FRAMING ON AN INCORRECT SLAB. Exposure = C a I a Closed/Open/Partial = CLOSED [4] BEGIN ERECTION WITH A BRACED BAY. INSTALL THE EAVE STRUTS Importance — Wind = 1.00 FIRST AND THEN THE PURLINS WHICH FALL AT THE CABLE Internal GCpi (ENCLOSED) = +0.18 / -0.18 ATTACHMENT POINTS. NEXT, INSTALL ROOF AND WALL CABLES TO A SNUG CONDITION. SO THAT THE FRAMING IS BRACED. FINISH 4 a 4 (PART. ENCLOSED) = +0.55 / -0.55 INSTAW NG PURUNS AND GIRTS IN THE BRACED BAY. USING THE (OPEN) = +0.00 / —0.00 THE CABLE BRACING, SQUARE AND PLUMB THE FRAMING. CONTINUE WITH REMAINING BAYS, INSTALLING BRACING AS ADDITIONAL BRACED Structural Steel BAYS ARE ERECTED. ASTM# (Plate) = A1011 [ 5) THE CORRECTION OF MINOR MISFITS BY THE USE OF DRIFT PINS TO Plate Yield (Fy) = 50.0 ksi DRAW THE COMPONENTS INTO LINE, MODERATE AMOUNTS OF REAMING. CHIPPING AND CUTTING, AND THE REPLACEMENT OF MINOR SHORT- ASTM# (Bar) = A592 AGES OF MATERIAL ARE A NORMAL PART OF ERECTION AND ARE NOT Plate Yield (Fy) = 50.0 ksi SUBJECT TO CLAIM. CONTACT MBM BEFORE MAKING ANY FIELD MOD- Components & Cladding IFICATION TO THE BUILDING. MBM DOES NOT PAY CLAIMS FOR ER- ROR CORRECTION UNLESS APPROVED IN WRITING BY MBM BEFOREHAND. ----Pressure--- - ---Suction---- Light Gage Steel Zone Width Member Panel Member Panel ASTM# (Cold —Form) = A1011 0 MIAMI/DADE NOTICE OF ACCEPTANCE (NOA#) 1 2 29.10 29.10 41.20 41.20 -59.40 - 83.75 - 65.50 - 113.3 Cold —Form Yield (Fy) = 55.0 ksi 3 4.00 29.10 41.20 - 83.75 - 113.3 ASTM# (Panel) = A792 24ga. PBR ROOF PANEL 08-0212.06 4 4.00 29.10 41.20 - 131.9 - 168.3 5 52.90 65.50 - 57.80 -70.90 Panel Yield (Fy) 26 GA. PBR = 80.0 ksi 24ga. PBR WALL PANEL 07-0717.06 6 4.00 52.90 65.50 - 61.27 - 87.21 24 GA. PBR = 50.0 ksi 3070 WALKDOORS +70/-70 PSF 09-0505.09 12 X 14 OVERHEAD DOOR +43/-47 06-0809.09 NOTE: ALL CONNECTION BOLTS ARE DESIGNATED O IN THESE DRAWINGS AS EITHER A "M" Ml NOTE; THE ABOVE VALUES ARE ULTIMATE FOR A307 BOLTS OR A "H" FOR A325 BOLTS. VELOSITY PRESSURE/SUCTION VALUES. USE THE 0 FORMULA BELOW TO CALCULATE THE DESIGN K) WIND PRESSURE/SUCTION VALUES' rr) <ULTIMATE P/S X .60 = DESIGN WIND P/S) 0 _J Li STEEL, INC. Richard T. Smith O I- LU PEILISI7 Lu 102 Main Steel 90212 CC Lagrange, Georgia Ph: (706)&984814 0 ll lllllllll lll O I- COLORS: _ 00 p,BD T siiilll _J D .....v cie., ..l . ........ l . ......):1,.... ROOF' GAL VALUME .? C''..**•- • \ C te",AlSz's '1, O WALLS' COLOR • • dip 0 0 * :•• No 43547 C0 GABLE' COLOR EAVE' COLOR :CC • • U— O THE DESIGN OF THE PRE-ENGINEERED METAL STATE 0:......÷ : to ta JOBrq : CORNER' COLOR 2345 BUILDING SYSTEM IS IN ACCORDANCE WITH FBC 10 omt FRAMED OPENINGS, COLOR '07t<"▪ .,'.:44 0 R 10/10/12 (IBC 12) CODE AND IS IN COMPLIANCE WITH ALL t°t;l e / SIVAS Y\sON% SCAIE : GUTTER' COLOR JLG NONE REQUIREMENTS WITHIN EACH CHAPTER AND SECTION l llllll l lllll l DOWNSPOUTS; COLOR THAT ARE APPLICABLE TO THE PRE-ENGINEERED REVIEWED METAL BUILDING SYSTEM. BASE' COLOR By Richard T Smith at 1:27pin. Oct 11.2012 EFTA01079956  • DO- sir DO= 3/C 0 60.-0- OUT-TO-OUT OF STEEL 20.-0" 20'-0' 19.-10 tr2. dt rr3 1/2' I I -0 t/2- A •• tCf 0 F B F L.. 2 1/2 6 3' E C 0 0 3 F 8 s 4 2 1/2- F 3' In I l'-0 1 2' A htr F F 0 r-0 ANCHOR BOLT / 19'-10 1/2" 1Z-4- 4.-8 I/ • 19 3 1/2" Richard T. Smith DIMENSIONS PE I 43547 20'-0 20'-0' 102 Min Street Ste4212 FRAME UNE/ DIMENSIONS Ol 6 6 Lagrange, Georgia Ph: (706) 888.4874 t g %fif %%% %%%%%%ick ANCHOR BOLT PLAN NOTE: All Bose Plates 0 100'-0- (Unless Noted) • • • 944/sits, • \C' •• 6 Eiv.:9 •. s .•• • :• No 43547 ••. FIELD LOCATE: • * ( 2) 3O70 WALKDOORS & F/O'S BUCK STEEL, INC. cr STATE OF ( 2) 3O30 LOUVERS & F/o's cuslomot: PORT OF PALM BEACH FCL CARGO TRANSFER FACILI JOB NO: DATE: S AC** O Fl1O.•• 1•.•. + 47.• REVISIONS ........ t.‘ 2345 1O/1O/12 ('1 =OM ............ ttttttttttttttttt... RIVIERA BEACH, FL (EXPORT) (21 (3) DRAWING WYE: ANCHOR BOLT LAYOUT OR/MK NO: PAGE 1 DRAWN BY: JLG SOLE: NONE OIEOCED BY: BHM [ REVIEWED By Richard T Smith at 1:27pm. Oct 11.2012 EFTA01079957 No- 3/4" Nos 3/4' gar I I .9° T • * 3" • • 2 1/2" 2 1/2" EW , 1/2 I 1/2 10" , 1/2I. I I, 1/2' SW I -2 SEE PLAN DETAIL A DETAIL D 3/4" Dioa 3/4" 6' 1 2 1/2" 1 1/2 1 1/2 10- 1 1/2 SEE PLAN DETAIL B DETAIL E Dio= 3/4" Dio- 5/B" 3' 2 1/2" EW SW 1 1/2 1 1/2" 2' SEE RAN SEE PLAN DETAIL C DETAIL F Richard T. Smith PE#43547 1026nStreeiSh4212 LagrmiltGeolio FIE(706)444174 JAM FINISHED FLOOR llllllllllllllll DEPTSH NBID Ts llll ELEV. 4‘•ON l l l . 7 l 1-1/2' 1/2' s. 44 lCk.• ".6 6 is/ 4** • 4354 're* • * BUCK STEEL, INC. 77* :". F.O. V DTH CUSTOVER: STATE OF • We: PORT OF PALM BEACH FCL CARGO TRANSFER FACILITY 0 amp: s ..t;••.A% 51 0 I I REVISIONS (I] 2345 MTh 10/10/12 g, l . ..... • egit "VON . ALS-v.%%% RIVIERA BEACH, FL (EXPORT) 121 WwwwG MOIL: Sett C TYP. O.H. DOOR RECESS DETAIL ANCHOR BOLT PROJECTION ANCHOR BOLT DETAILS NONE REVIEWED DOAWMC LOAM DT: CW.COLD By Richard T Smith at 1:27 pm, Oct 11,2012 PAGE 1.1 JLG BHM EFTA01079958 TRAME UNES: 2 3 4 RIGID FRAME: BASIC COLUMN REACTIONS (k ) Frome Column - -- -Dead-- - - -Canoterai- - -Wind_R1- - - - -Wind_L2--- 1(î ) COLUMN LINE Line Line Horiz Vert Horiz Vert !tarit Vert Horiz Vert Horiz Vert Horiz Vert 2' E 0.4 1.3 0.1 0.2 3.2 8.0 -12.3 -21.9 0.9 -12.7 -12.2 -13.2 2* A -0.4 1.3 -0.1 0.2 - 3.2 8.0 -0.9 -12.7 12.3 -21.9 - 1.0 -4.0 E 0.2 0.8 0.0 0.1 1.4 4.2 -5.9 -11.5 1.0 -6.7 -6.1 -6.9 A -0.2 0.8 0.0 0.1 - 1.4 4.2 -1.0 -6.7 5.9 -11.5 - 0.8 -2.1 Trame Column - - -LnWindl - - - --LnWind2-- --Seismic_L- --Seismic_R- Line Line Horiz Vert Horiz Vert Hom Vert Horiz Vert Horiz Vert 2* E 1.0 -4.0 -2.4 -21.1 -2.4 -12,4 0.0 0.0 0.0 0.0 2. A 12.2 -13.2 2.4 -21.1 2.4 -12.4 0.0 0.0 0.0 0.0 4 E 0.8 -2.1 -0.6 -11.1 -0.9 -6.5 0.0 0.0 0.0 0.0 4 A 6.1 -6.9 0.6 -11.1 OS -6.5 0.0 0.0 0.0 0.0 2* Frome lines: 2 3 ENDWALL COLUMN: BASIC COLUMN REACRONS (k ) H H Rafler Rafler Brace Bruce V V Frm Col Line Une 1 E Dead Vert 0.2 Collot Vert 0.0 Live Vert 0.9 Wind_L Wind_R Wind_L Wind_R Vert -3.3 Vert -1.9 Vert -3.3 Vert -1.9 ors 0.0 Wind_S Horz 0.0 LnWindl LnWird2 Seis_L Vert -2.5 Vert -1.5 Vert 0.0 1 0 0.5 0.1 3.1 -10.0 -6.7 -10.0 -6.7 -5.7 6.3 -8.2 -4.8 0.0 1 B 0.5 0.1 3.1 -6.7 -10.0 -6.7 -10.0 -5.7 6.3 -8.2 -4.8 0.0 1 A 0.2 0.0 0.9 -1.9 -3.3 -1.9 -3.3 0.0 0.0 -2.5 -1.5 0.0 MAXIMUM REACTIONS, ANCHOR Bous,