DESIGN CRITERIA

DESIGN CRITERIA Width (ft) = 4O Length (ft) = 60 Front Eave Height (ft) = 16 Back Eave Height (ft) = 16 Front Roof Slope (Rise/12) = 1.5:12 Bock Roof Slope (Rise/12) = 1.500:12 Dead Load (psf) -, 2.000 Collateral Load (psf) = 0.5 Roof Live Load (psf) = 20.00 Frame Live Load (psf) = 20 Roof Snow Lood (psf) = Wind Speed (mph ) = 180 Wind Code = FBC 10 / IBC 12 Occupancy Category = II — Normal Exposure = C Closed/Open/Partial = CLOSED Importance — Wind = 1.00 Internal GCpi (ENCLOSED) = +0.18 / -0.18 (PART. = +0.55 / -0.55 OPEN) ENCLOSED) ( = +0.00 / —0.00 Structural Steel ASTM# (Plate) Plate Yield (Fy) ASTM# (Bar) Plate Yield (Fy) Light Gage Steel ASTM# (Cold—Form) Cold—Form Yield (Fy) ASTM# (Panel) Panel Yield (Fy) 26 GA. 24 GA. = A1011 = 50.0 ksi = A592 = 50.0 ksi = A1011 = 55.0 ksi = A792 PBR = 80.0 ksi PBR = 50.0 ksi NOTE: ALL CONNECTION BOLTS ARE DESIGNATED IN THESE DRAWINGS AS EITHER A "M" FOR A307 BOLTS OR A "H" FOR A325 BOLTS. NOTES TO ERECTOR/OWNER: MBM IS NOT RESPONSIBLE FOR THE ERECTION OF THE BUILDING. THE SUPPLY OF ANY TOOLS OR EQUIPMENT. OR ANY OTHER FIELD WORK UNLESS MBM HAS BEEN CONTRACTED FOR THESE. MBM DOES NOT PROVIDE ANY FIELD SUPERVISION FOR THE ERECTION OF THE BUILDING. NOR DOES MBM PERFORM ANY INSPECTIONS DURING OR AFTER ERECTION. [2) USE ONLY THE ERECTION DRAWINGS PROVIDED BY MBM AND IN- CLUDED IN THE ERECTOR'S PACKAGE DELIVERED BY THE TRUCK DRIVER WITH THE BUILDING. MBM IS NOT LIABLE FOR ANY CLAIM RESULTING FROM THE USE OF OTHER DRAWINGS. [3) CHECK SLAB AND ANCHOR BOLT PLACEMENTS BEFORE STANDING ANY FRAMING. IF THE SLAB IS NOT SIZED CORRECTLY OR IS OUT OF SQUARE. OR IF NE ANCHOR BOLTS ARE NOT CORRECTLY LOCATED, CALL MBM. MBM IS NOT LIABLE FOR LABOR CHARGES RESULTING FROM STANDING FRAMING ON AN INCORRECT SLAB. [4] BEGIN ERECTION WITH A BRACED BAY. INSTALL THE EAVE STRUTS FIRST AND THEN THE PURLINS WHICH FALL AT THE CABLE ATTACHMENT POINTS. NEXT, INSTALL ROOF AND WALL CABLES TO A SNUG CONDITION. SO THAT THE FRAMING IS BRACED. FINISH INSTAW NG PURUNS AND GIRTS IN THE BRACED BAY. USING THE THE CABLE BRACING, SQUARE AND PLUMB THE FRAMING. CONTINUE WITH REMAINING BAYS, INSTALLING BRACING AS ADDITIONAL BRACED BAYS ARE ERECTED. [5) THE CORRECTION OF MINOR MISFITS BY THE USE OF DRIFT PINS TO DRAW THE COMPONENTS INTO LINE, MODERATE AMOUNTS OF REAMING. CHIPPING AND CUTTING, AND THE REPLACEMENT OF MINOR SHORT- AGES OF MATERIAL ARE A NORMAL PART OF ERECTION AND ARE NOT SUBJECT TO CLAIM. CONTACT MBM BEFORE MAKING ANY FIELD MOD- IFICATION TO THE BUILDING. MBM DOES NOT PAY CLAIMS FOR ER- ROR CORRECTION UNLESS APPROVED IN WRITING BY MBM BEFOREHAND. MIAMI/DADE NOTICE OF ACCEPTANCE (NOA#) 24ga. PBR ROOF PANEL 08-0212.06 24ga. PBR WALL PANEL 07-0717.06 3070 WALKDOORS +70/-70 PSF 09-0505.09 12 X 14 OVERHEAD DOOR +43/-47 06-0809.09 THE DESIGN OF THE PRE-ENGINEERED METAL BUILDING SYSTEM IS IN ACCORDANCE WITH FBC 10 (IBC 12) CODE AND IS IN COMPLIANCE WITH ALL REQUIREMENTS WITHIN EACH CHAPTER AND SECTION THAT ARE APPLICABLE TO THE PRE-ENGINEERED METAL BUILDING SYSTEM. 4 2 4 I I a 3 4 4 3 4 a I a 4 a 4 Components & Cladding ----Pressure--- Zone Width Member Panel Member Panel 1 2 3 4 5 6 4.00 [repeated 3 times] 29.10 [repeated 4 times] 52.90 52.90 41.20 [repeated 4 times] 65.50 65.50 - ---Suction---- -59.40 - 83.75 - 83.75 - 131.9 - 57.80 - 61.27 - 65.50 - 113.3 - 113.3 - 168.3 -70.90 - 87.21 NOTE; THE ABOVE VALUES ARE ULTIMATE VELOSITY PRESSURE/SUCTION VALUES. USE THE FORMULA BELOW TO CALCULATE THE DESIGN WIND PRESSURE/SUCTION VALUES' <ULTIMATE P/S X .60 = DESIGN WIND P/S) COLORS: ROOF' WALLS' GABLE' EAVE' CORNER' FRAMED OPENINGS, GUTTER' DOWNSPOUTS; BASE' GAL VALUME COLOR [repeated 8 times] 3 Richard T. Smith PEILISI7 102 Main Steel 90212 Lagrange, Georgia Ph: (706)&984814 ll lllllllll lll _ 00 p,BD T siii lll .....v cie., .. l . ........ l . AlSz's '1, te", • • dip * :•• No 43547 :CC STATE 0:......÷ : tota '07t<"..,'. ▪ 4:4 0 R t°t;l e / SIVAS Y\sON% lllllll llllll l REVIEWED By Richard T Smith at 1:27 pin. Oct 11.2012 REVISIONS (I) (2) pc 0 0 STEEL, INC. 0 U— O 0 O I- O _J O C0 Ml 0 K) rr) _J Li LU Lu CC I- D 0 0 O JOB rq : 2345 omt 10/10/12 JLG SCAIE : NONE EFTA01079956 • DO- sir DO= 3/C L.. 0 0 -0 t/2l'-0 1 2' ANCHOR BOLT / DIMENSIONS FRAME UNE/ DIMENSIONS Ol 60.-0- OUT-TO-OUT OF STEEL 20.-0" 20'-0' 19.-10 tr2. dt I I rr3 1/2' A B 8 2 1/2- 3' A htr F F 6 E 0 3 0 0 In I tCf F F 2 1/2 3' C F 4s F 19'-10 1/2" r-0 1Z-4- 4.-8 I/ • 19 20'-0 20'-0' FIELD LOCATE: ( 2) 3O70 WALKDOORS & F/O'S ( 2) 3O30 LOUVERS & F/o's 6 6 ANCHOR BOLT PLAN NOTE: All Bose Plates 0 100'-0- (Unless Noted) 3 1/2" BUCK STEEL, INC. cuslomot: PORT OF PALM BEACH FCL CARGO TRANSFER FACILI JOB NO: REVISIONS ('1 (21 2345 =OM RIVIERA BEACH, FL (EXPORT) DATE: 1O/1O/12 Richard T. Smith PE I 43547 102 Min Street Ste4212 Lagrange, Georgia Ph: (706) 888.4874 %%%%%% ickt g % fif %%% 944/ sits, • \C' • • 6 Eiv.:9 • . s :• • No 43547 •. • • * cr STATE OF S AC** 1•.•.+ 47.• O Fl1O.•• [ REVIEWED By Richard T Smith at 1:27pm. Oct 11.2012 DRAWING WYE: ANCHOR BOLT LAYOUT OR/MK NO: PAGE 1 (3) DRAWN BY: JLG SOLE: NONE OIEOCED BY: BHM EFTA01079957 No- 3/4" Nos 3/4' gar I I .9° 2 1/2" DETAIL A I. I , 1/2 I , 1/2' I -2 EW 3/4" 1 1/2 SEE PLAN DETAIL B Dio= 3/4" 1 1/2 1 1/2" SEE RAN DETAIL C 3' 2 1/2" EW T • * • • , 1/2 I 1/2 3" 2 1/2" 10" SEE PLAN DETAIL D Dioa 3/4" SW 6' 1 2 1/2" 1 1/2 1 1/2 10- DETAIL E Dio- 5/B" SW SEE PLAN DETAIL F 2' J AM DEPTSH 1-1/2' F.O. V DTH FINISHED FLOOR ELEV. 1/2' 51 0 0 I I BUCK STEEL, INC. CUSTOVER: PORT OF PALM BEACH FCL CARGO TRANSFER FACILITY amp: 2345 REVISIONS (I] RIVIERA BEACH, FL (EXPORT) MTh 10/10/12 Richard T. Smith PE#43547 1026nStreeiSh4212 LagrmiltGeolio FIE(706)444174 NBID Ts llll 4‘• ON l l l . 7 l lCk. ".6 6 is/ 4** 44 s. • • 4354 're* • * 77* :". STATE OF • We: s..t;••.A% egit "VON. ALS-v. %%% TYP. O.H. DOOR RECESS DETAIL ANCHOR BOLT PROJECTION 121 WwwwG MOIL: ANCHOR BOLT DETAILS DOAWMC PAGE 1.1 Sett NONE CW.COLD BHM LOAM DT: JLG C REVIEWED By Richard T Smith at 1:27 pm, Oct 11,2012 EFTA01079958 TRAME UNES: 2 3 4 RIGID FRAME: BASIC COLUMN REACTIONS (k ) H V 1(î ) COLUMN LINE H V RIGID FRAME: MAXIMUM REACTIONS, ANCHOR Bous, Column Recelions (k ) Frm Col Lood Hmox V Lood Hmin Une Une ID H Vmox ID H 2* E 1 3.7 9.5 4 1 3.7 9.5 B 2* A 5 7.1 1 -3.7 2* Trame liner 2 3 & BASE PLATES V Mc._Bolt Base-Plate (in) C'eut Vmin Oty Dia Width Length Thick (in) -7.1 -12.4 4 0.750 6.000 8.000 0.375 0.0 - 1.2 -15.6 -12.4 1 -3.7 9.5 4 0.750 6.000 8.000 0.375 0.0 9.5 8 1.2 -15.6 RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOUS, Column Reoctions (k ) Frm Col Lood limas V Laud Hmin Line Une ID H Vmox ID H 4 E 3 1.8 1.1 6 1 1.7 5.2 4 4 A 7 3.5 -3.6 2 1 -1.7 5.2 8 V Vmin BASE PLATES Anc._Bon Bose_Plote (in) Grout Oty Dia Width Length Thick (in) - 3.5 -3.6 4 0.750 6.000 8.000 0.375 0.0 -3.4 -6.4 - 1.8 1.1 4 0.750 6.000 8.000 0.375 0.0 0.3 -9.8 NOTES FOR REACTIONS 1. All lodding conditions ore examined and only moximum/minimum H or V ond the corresponding H or V are reported. 2. Positive reoctions ore os shown in the sketch. Foundation loods are In opposite directions. 3. Brocing recelions are from the broced boy. 4. Building reoctions ore Width (f t Length (?t) Eave Height (ft) Roof Slope (Rise/12) Dead Lood (pal) Colloterol Lood (paf) Live Lood (psf) Wind Speed (mph ) Wind Code Exposure C Postel/Open/Partial C Importance Wind 1.00 Importance Seismic 1.00 Seismic Zone A Seismic Coeff (Fo'Ss) 0.08 in the plane of the brote with the H painting away The vertical reaction is downword. baud on the following building dato: 40.0 60.0 16.0/ 16.0 1.5/ 1.5 2.0 0.5 20.0 180.0 FBC 10 (IBC 12) 5. Loading conditions ore: DL+CL+LL 2 0L+CL+0.75LL+0.45WL I 3 OC+ CL+0.75LL+0.45WR1 4 0.600L+0.601.8.1 5 0.600140.60WRI 6 0.6001+0.60Y/12 7 0.60DL+0.60WR2 8 0.61:CL+ 0.60LnWndl 9 0.600L+0.60WL240.60WS 10 0.600L+0.60WP+0.60LnWndl Il 0.600L+0.60WR2+0.60WS 12 0.600L+0.60WP+0.60LnWnd2 13 1.0101.+1.01C1+0.75U.-0.53SeisL Frome Column Line Line 2' E 2* A E A Trame Column Line Line 2* E 2. A 4 E 4 A - -- -Dead-- - - -Canoterai- Horiz Vert Horiz Vert 0.4 1.3 0.1 0.2 -0.4 1.3 -0.1 0.2 0.2 0.8 0.0 0.1 -0.2 0.8 0.0 0.1 !tarit Vert Horiz Vert 3.2 8.0 -12.3 -21.9 - 3.2 8.0 -0.9 -12.7 1.4 4.2 -5.9 -11.5 - 1.4 4.2 -1.0 -6.7 - - -LnWindl - - - --LnWind2-- Horiz Vert Horiz Vert Hom Vert 1.0 -4.0 -2.4 -21.1 -2.4 -12,4 12.2 -13.2 2.4 -21.1 2.4 -12.4 0.8 -2.1 -0.6 -11.1 -0.9 -6.5 6.1 -6.9 0.6 -11.1 OS -6.5 2* Frome lines: 2 3 - -Wind_R1- - - Horiz Vert 0.9 -12.7 12.3 -21.9 1.0 -6.7 5.9 -11.5 --Seismic_L- --Seismic_R- Horiz Vert Horiz Vert 0.0 [repeated 16 times] - -Wind_L2--- Horiz Vert -12.2 -13.2 - 1.0 -4.0 -6.1 -6.9 - 0.8 -2.1 ENDWALL COLUMN: BASIC COLUMN REACRONS (k ) Rafler Rafler Brace Bruce Frm Col Dead Collot Live Wind_L Wind_R Wind_L Wind_R Wind_S LnWindl LnWird2 Seis_L Line Une Vert Vert [repeated 6 times] ors Horz Vert [repeated 3 times] 1 E 0.2 0.0 0.9 -3.3 -1.9 -3.3 -1.9 0.0 0.0 -2.5 -1.5 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 4 C 0.2 0.0 [repeated 6 times] -8.9 9.8 0.0 [repeated 3 times] Frrn Une 1 [repeated 4 times] 4 Col Une E D B A C Seis_R Vert 0.0 [repeated 5 times] ENDWALL COLUMN: Column MAXIMUM REACTIONS, Reoctions (k ) ANCHOR BOUS, & BASE PLATES Lood Hmox V Fm, Col V Lood Hmin Mc. Bolt Bose_Plote (in) Grout Line Une ID H Vmox ID H Vmin Oty Dio Width Length Thick (in) 9 0.0 -1.9 9 0.0 -1.9 4 0.750 8.000 10.00 0.250 0.0 1 0.0 1.1 1 D 9 3.8 -8.0 10 -3.4 -4.6 4 0.750 8.000 10.00 0.250 0.0 1 0.0 3.7 9 3.8 -8.0 1 B 11 3.8 -8.0 10 -3.4 -4.6 4 0.750 8.000 10.00 0.250 0.0 1 0.0 3.7 11 3.8 -8.0 1 A 11 0.0 -1.9 11 0.0 -1.9 4 0.750 8.000 10.00 0.250 0.0 1 0.0 1.1 4 C Il 5.9 0.1 12 -5.4 0.1 4 0.750 8.000 10.00 0.250 0.0 13 0.0 0.2 ANCHOR BOLT SUMMARY Oty Locale • 12 * 20 • 24 Jomb Endwoll Frome oio (in) 34" 3// 4" Projection Type (in) A307 1.50 MO7 1.50 A307 2.50 BUILDING BRACING REACTIONS —Wall — Col * Recelions (k ) —blind — —Seismic — Loc Une Une Horz Vert Horz Vert L_EW 1 F_SW A R_EW 4 B_SW E OB 4.1 3.8 0.1 0.0 3,4 8.6 6.1 0.1 0.1 Rigid Trame At Endwall 3,2 8.6 6.1 0.1 0.1 Panel Sheor (1b/ft) REVISIONS [2) BUCK STEEL, INC. GUSIVOILIt PORT OF PALM BEACH FCL CARGO TRANSFER FACILITY JOB NO: 2345 LCCATIOet RIVIERA BEACH. FL (EXPORT) ORAWPC rtm4: ANCHOR BOLT REACTIONS w 10/10/12 NONE Richard T. Smith PE a 43547 102 Main Street >4212 Lagrange, Georgia h:(106)8484814 .`~, Q\G'~~CENSF N 4354 •• * 77* CC: : STATE OF (U:: 0 R . ... /ONAL .. ... ORAIIWG NO: OMM CM PAGE 1.2 JLG D) OCCKED BHM REVIEWED By Richet d 7 Smith at 1:27 pm. Oct 11. 2012 EFTA01079959 M M: A L ROOF PLAN O 0 Q 0 60*-0- OUT-TO-OUT OF STEEL 0 P P 20*-W " -4/417ve PURLIN UP ROOF FRAMING PLAN MARK PART N H 1'x2 1 -11 1 P-2 10x25Z16 21' -11 1/2 " P- 3 10x25216 20 ' -11 1/2 " P-4 10x25Z16 20 ' - 11 1/2 " E-1 10ES1402 1V-11 1/2 " E-2 10ES1402 19 ' -11 1/2 " E- 3 10ES1402 19 ' -11 1/2 " E-4 10ES1402 19 ' -11 1/2 " -4 0.50 ROD 27 ' -5 " a Richard T. Smith PE 113547 102 Ilan Street Ste$212 lamp, WO Pit (706)888414 ttttttt llllllll ttt , 5ku T 4 / . APO )•# - e a st BUCK STEEL, INC. CUSTOMER PORT OF PALM BEACH FCL CARGO TRANSFER FACILITY JCS Na REVISIONS (2) 2345 =dot RIVIERA BEACH, FL (EXPORT) OFPROG ROOF FRAMING LAYOUT °AM 10/10/12 sum NONE • : No 43547 Z• * • P . _ • - :X: • • STATE OF 141 • k .• Z: I": C• c!..\•&%s i ONA.Ce‘Oss% t tttttttttt tt REVIEWED By Richard T Smith at 1:27 pm, Oct 11, 2012 4 WAVIMIO PAGE 2 CHCOCCD TM BHM (3) ORNAN Br JLG EFTA01079960 SPLICE BOLT TABLE MARK SP—I Top Bot Int TYPE DIA Length 4 4 0 A325 5/11. 2" BASE PLATE TABLE COL PLATE SIZE MARK Width THICK Length BP— 1 C 3/r r FLANGE BRACES: (1) One Side; (2 Two Sides FEWKA(1): sewlength(in) A — 24s14AN re27 5P reek° .461 1/2" 0 12 40*-0- OUT—TO—OUT OF STEFL 3'--2 16' 7.5 8.3 8.3/119.0 18.0/ 9.2 RIGID FRAME ELEVATION: FRAME LINE 2 3 u e onge 0.135 I 5 x 1/4• x IS'-2 Topr 0.135 13/16 5 x 1/e x r-4 7/16. 0.135 I4•-II 5 x ltr x IT-6' 0.135 1 I/2'). 12 BUCK STEEL, INC. CUST0/0 PORT OF PALM BEACH FCL CARGO TRANSFER FACILITY azia NO: 2345 REVISIONS III RIVIERA BEACH. FL (EXPORT) DRAW81G NINE: RIGID FRAME CROSS SECTION 0118wING Na PAGE 2.1 (31 COMM BY: JLG 10/10/12 SCAM NONE GIECX131 Br: BHM ns,de tinge Richard T. Smith PE 43517 102 Main Streel Ste$212 Lagrange, Georgia Ph:1706)8484874 % n Ctrs' 86'4' REVIEWED By Richard T Smith at 1:27 pm, Oct 11.2012 EFTA01079961 SPUCE BOLT TABLE MARK SP-1 Oty Top Bot Int TYPE OLA Length 4 4 0 A325 5/6. 2' BASE PLATE TABLE COL PLATE SIZE MARK Width THICK Length BP- 1 3/6- . .FLANCE BRACES: (1) One Side: (2 Two Sides F13xx.A(1): AA=langth(in) A - 2x2x14AN '0 0 0 RIGID FRAME ELEVATION: FRAME LINE 4 Rig-1 Rig-2 Af2-3 7.5 7.7 7.7/10.0 10.0/ ILO 84/ 7.5 74/ 8.0 I . 0.135 [repeated 5 times] 1 -o 14.-313/1.• 14'-II' 3-6 9/16* 916' U'-1 5 • 1/4 • 15-2 9 16 5 • 1/4' • I.-a 3 6' 5 • I/4' • 113.-4 5/16" 5 • 1/4" x 18*-4 5/16' PI BUCK STEEL, INC. CUSTOMER PORT OF PALM BEACH FCL CARGO TRANSFER FACILITY JOB l'70, REVISIONS (I] L21 2345 LOCATION RIVIERA BEACH, FL (EXPORT) MAKING HAUL RIGID FRAME CROSS SECTION DATE: 10/10/12 SEAL NONE .. • Aside long* 5.1 4 x 14-1 5 8 S A 1/4' x 18•-4 5/8' S x 1/4' A 18.-4 5/8' Richard T. Smith PE t 43547 102 Main Street Ste$212 Lagrange, Georgia Ph: (7N) 8884874 . .... fif ....... 4. •.11/21• 42`./vw No 43547 *. CC _ STATE OF .14,115 •• 0.Q..( 4. "II;t?I SNACe, 0%ss REVIEWED By Richard T Smith at 1:27 pm, Oct 11, 2012 CRANING NO: PAGE 2.2 CHECKED BY: BHM (3] MAW BY: JLG EFTA01079962 Ito I RF2-1 EC-3 GIRT LAPS FIELD LOCATE 80.-0" OUT-TO-OUT OF STEEL t0 I RFI-I RF1-1 11 y1 ]/4• SIDEWALL FRAMING: FRAME LINE A 0 12.-0" 60'-0" OUT-TO-OUT OF STEEL E-4 r -(9 I RF2-1 FIELD LOCA E GIRT LAPS 0 G-15 E-1 I RF1-1 07 6-18 G-1 E-1 G-18 FIELD LOCATE 11 3j-Cu 3/4* I RF1-1 32,4,1_ SIDEWALL FRAMING: FRAME LINE E II 3/4' dtte FIELD LOCATE " EC- I Dom ranc "Co MASONRY EASIDER ATTE acv WHEN ATTACHING ID BRIO/BLOOD SUS JANE DOOR FRAME TO SUB JAMB ATTACHMENT (AVE STRUT WAIL GMT] MHL CIRTi 1 WALL GIRT 1 112x1-25' SD SCREW ( 4) AEOUIRED AT EACH DODO FRAM[ 00431 (USE VITA METAL DAUM SUS JAMBS ONLY) DII-3 ICAO TROD ti MAD TRIM 1' DS-I LOCATE An 51W. FIELD 1 OPENING1 I. FIELD CUT AND WORK GIRFS, PANELS, AND TRIM AS REQUIRED 2. REFER TO DETAIL PAGES FOR APPLICABLE TRIM DETAILS( DETAIL PAGE 31 FIELD LOCATE MEMBER TABLE FRAME LINE A & E MARK DJ-1 DJ-2 DJ-3 DJ-8 DJ-9 DH-2 DH-3 DS-1 E-1 E-2 E-3 E-4 G-10 G-11 G-12 G-13 G-14 G-15 G-16 G-17 G-18 G-19 CB-2 CB-3 BUCK STEEL, INC. cusio..ot PORT OF PALM BEACH FCL CARGO TRANSFER FACILITY JON NO: REVISIONS (I) 2345 L0CAICH RIVIERA BEACH, FL (EXPORT) 0Alt: 10/10/12 PA'T LENGTH 10x25C14 7 -8 10X35C14 15'-3 1/8" 10X35C14 15'-3 1/8" 10x25C14 7'-7 1/8" 10x25C14 7' -7 1/8" 10X35C14 12'-0" 10x25C14 3'-0" 10x25C14 3'-0" 10ES14O2 19' -11 1/2" 10ES14O2 191-11 1/2' 10ES14O2 19'-11 1/2" 10ES14O2 19'-11 1/2" 10x25Z16 22'-7 1/2" 10x25Z12 22'-7 1/2" 10x25Z16 5' -7 1/2" 10x25Z16 20'-11 1/2" 10x25Z16 20'-11 1/2" 10x25Z12 20'-11 1/2" 10x25Z16 21'-11 1/2" 10x25Z14 21'-11 1/2" 10x25Z16 20'-11 1/2" 10x25Z12 20'-11 1/2" 0.75_R0D 24'-7" 0.75 ROD 24'-11" Richard T. Smith PE#43547 102thiaSSIECIT Pk (TN) MO i ll N‘sV PSIR T 194 11# s%e.. * ll • : No 43547 s * • 71 r, : cc ATE OF LUZ / A‘ o RI • [2) WAITING NAME: SIDEWALL FRAMING LAYOUT ORATING HO: PAGE 3 SONG NONE CITE0(0) BHM []) OMAN OD JLG REVIEWED By Richard 7 Smith at 1:27 pm, OM 11. 2012 EFTA01079963 BOLT TABLE FRAME LINE 1 & 4 LOCATION QUAN TYPE DM LENGTH ER-1/ER-2 4 A325 5/8" 2 Columns/Rof 2 A325 5/8" 2" Jamb 2 A325 5/8" 2" MEMBER TABLE -f21" 12* 1*-10 7/8" Y-0 1 /8" 40*-0" OUT-TO-OVT OF STEEL r AD 16.-0" a G-1 G-1 0-1 1 EC-2 2x4x INAN 0-1 G-1 G-1 EC-1 EC-2 ENDWALL FRAMING: FRAME LINE 1 EC-1 11-0" 11-0" 4.-o' FRAME yNE 1 & 4 MARK PA'T LENGTH EC-1 10X35C14 14'-5 5/8- EC-2 10X7DC12 15'-9 7/8" EC-3 10X35C14 14'-5 5/8" EC-4 810X12S 16'-4 7/8" ER-1 8X35C12 20'-1 5/8" ER-2 8X35C12 20'-1 5/8" DJ-4 10X35C12 14'-7 5/8" DJ-5 10X35C12 16'-3 5/16" DJ-6 10X35C12 16'-3 5/16" DJ-7 10X35C12 14'-7 5/8" DH-2 10X35C14 12'-0" G-1 10x25Z16 10'-5 1/2" G-2 10x25Z14 15'-3 1/2" G-3 10x25Z16 15'-3 1/2" G-4 10x25Z16 2'-078" G-5 10x25Z16 2*-0 3/16" G-6 10x25Z16 1.-11 9/16" G-8 10x25Z16 11'-11 1/2" 1 1/1Th.„ G-9 10x25Z16 3'-3 1/2' CB-1 0.50 ROD 22'-6" ENDWALL FRAMING: FRAME LINE 4 BUCK STEEL, INC. CUSTOMER PORT OF PALM BEACH JOB NO: FCL CARGO TRANSFER FACILITY REVISIONS rI IT] 2345 womom RIVIERA BEACH. FL WANG HAUL ENDWALL FRAMING (EXPORT) 4 110/10/12 Richard T. Smith lam Georgia Ph: 10 LW Street No 43547 • STATE OF 4N% A-4 • 0.tttt / 9 n & ONAL • ll commom PAGE 4 LAYOUT SOLE: NONE DECKED BY; BHM (3) WNW en JLG REVIEWED By Richard T &MTh at 1:27 pm, Oct 11, 2012 EFTA01079964 PURLIN DETAIL r 4" GIRT DEPTH I (IF BYPASS) 1 (2) #10x1.00" SCREWS o 0' 0 RAFTER [SINGLE CEE] RAKE ANGLE (2) M.5x1.0* * UNLESS NOTED ON DRAWING 2. PURLIN TO ENDWALL RAFTER EW GIRT (2) M.5x1.0 DETAIL COLUMN [DOUBLE CEE] (2) M.5x1.0 EW GIRT tO 0 O 0 O 0 ENDWALL GIRTS TO INTERIOR COLUMN DETAIL PURLIN 12" o 0' • Ots- (2) M.5x1.0* GIRT DEPTH (IF BYPASS) (2) #10x1.00" SCREWS RAFTER [MAINFRAME] RAKE ANGLE * UNLESS NOTED ON DRAWING 2. PURLIN TO ENDWALL RAFTER EW GIRT (2) M.5x1.0 DETAIL 0-0 COLUMN [BUILT—UP] 010 0 (2) M.5x1.0 EW GIRT —es' A ENDWALL GIRTS TO INTERIOR COLUMN DETAIL RAFTER [ANY TYPE] (2)H.63x 1.5 * COLUMN [SINGLE OR DOUBLE CEE] * UNLESS NOTED ON DRAWING 4. CEE COLUMN / RAFTER CONNECTION DETAIL MAINFRAME RAFTER * (2) H.63x1.5 COLUMN [ANY TYPE] * UNLESS NOTED ON DRAWING 4. MAINFRAME RAFTER / COLUMN CONNECTION DETAIL EW GIRT (2) M.5x1.0 - i O 0 4-0 0 O O ETSINGLE CEE] COLUMN (2) M.5x1.0 CORNER ANGLE 0 04* SW (2) #10x1.00" SCREW (USE AT APPLICABLE GIRTS) GIRTS TO CORNER COLUMN DETAIL (DI \, COLUMN [MAINFRAME] SW GIRT -1 '0 0 Fs- CORNER ANGLE 0 EW GIRT (2) M.5x1.0 (TYPICAL) GIRT CONNECTIONS AT EXPANDABLE ENDWALL Richard T. Smith PE.43517 ttt s% s• t •• S,y~.,0 102 Main Street Stet211 t Nsez...„5" Lagting Georgia Ph: (766)44174 No 43547 *1 BUCK STEEL, INC. CUSTOMER: PORT OF PALM BEACH FCL CARGO TRANSFER FACILI REVISIONS ('I (al 2345 LOCATOR RIVIERA BEACH, FL (EXPORT) ORAMPOGNMC FRAMING DETAILS 10/ 8/12 SCAM NONE DIUMING H. PAGE 5 CHECKED BY: BHM JLG REVIEWED By Richard 7 Smith at 1:27 pm. Oct 11.2012 EFTA01079965 DETAIL BASE PLATE (4) 3/4" DIA. COLUMN [BUILT-UP] EDGE OF SLAB GIRT DEPTH (IF BYPASS) ENDWALL COLUMN BASE DETAIL DETAIL BASE PLATE (4) 3/4" DIA. COLUMN [DOUBLE CEE] O O EDGE OF SLAB GIRT DEPTH (IF BYPASS)1 ENDWALL COLUMN BASE DETAIL DETAIL EDGE OF SLAB FRAMED OPENING JAMB BASE DETAIL DETAIL BASE PLATE (4) 3/4" DIA. COLUMN [SINGLE CEE] EDGE OF SLAB GIRT (IF DEPTH BYPASS) I ENDWALL COLUMN BASE DETAIL DETAIL RAFTER [SINGLE CEE] * SEE DRAWING 4 FOR SIZE AND QUANTITY OF BOLTS. RAFTER DETAIL AT RIDGE PURLIN DETAIL LAP (6)M.5x1.0 * 0 [repeated 4 times] RAFTER [MAINFRAME] O 2 ' — " or 3'-0" FLANGE °Flip M.5x1.0 * UNLESS NOTED ON DRAWING 2. PURLIN TO MAINFRAME RAFTER DETAIL COLUMN [MAINFRAME] 0 M.5x1.0 FLANGE °FBI. 2' -0" OR 3' -0" 0 0 O , 0 0 GIRT (6)M.5x1.0 LAP GIRT TO MAINFRAME COLUMN DETAIL (2) M.5x 1.0 * EAVE STRUT RAFTER [SINGLE CEE] * UNLESS NOTED ON DRAWING 2. EAVE STRUT CONNECTION AT ENDWALL BUCK STEEL, INC. Richard T. Smith lll F.,BD rl s l Pa 017 esok ........ . e 10211611mdbill UP* GI* 'if lam a * No 43547 *. • 4 ' CUS10110t PORT OF PALM BEACH JOB KG FCL CARGO TRANSFER FACILITY REVISIONS II1 (2] 2345 Lamm RIVIERA BEACH, FL PROBING HAM FRAMING DETAILS (EXPORT) are: 10/ 5/12 SCALE: NONE i STATE OF S.* ** 4.z c-.0%. •÷4:: •*...e •••• O R1 .• c.,\ • ,., sin ..... .. COAMNG NO: PAGE 5.1 COMM BY: CHEMED BY: JLG OHM REVIEWED By Richard T Smith at 1:27 pm, Oct 11, 2012 EFTA01079966 EAVE STRUT DETAIL COLUMN [MAINFRAME] (2) M.5x1.O * * UNLESS NOTED ON DRAWING 2. EAVE STRUT CONNECTION AT MAINFRAME SECTION CAVE STRUT END OF BUILDING ELEVATION BOL TS. .5'x1.0' EAVE STRUT TO RIGID FRAME [IF (2) M.5x1.O DETAIL JAMB (2) M.5x1.O GIRT O 0 0411 0 O 0 0 GIRTS TO JAMB DETAIL EAVE STRUT A (2) H.5x1.25 JAMB FRAMED OPENING JAMB TO EAVE STRUT DETAIL GIRT [ZEE/GEE] (2) H.5x1.25 JAMB FRAMED OPENING JAMB TO GIRT (2) M.5x 1 .O DETAIL V • 0 0 - JAMB - HEADER/SILL FRAMED OPENING HEADER/SILL TO JAMB BRACE ROD SLOT IN WEB TO INSERT HILLSIDE WASHER AND EYEBOLT COLUMN OR RAFTER WEB HILLSIDE WASHER FLAT WASHER NUT DIAGONAL BRACE ROD, NUT END COLUMN [MAINFRAME] OSHA REQUIREMENT NOTE: THE FIRST GIRT AT A LAPPED CONDITION MUST BE SECUREh) TO THE CUP WITH 1)14.5x1.0 FIN NECK OLT W/ NUT BEFORE INSTALLING THE SECOND GIRT AND STAN— DARD CONNECTION BOLTS. 0 or 1st GIRT (1)M.5x 1.0 FIN NECK • Directive Number: CPL 2-1.34 • Title: Inspection policy and procedures for OSHA's steel erection standards for construction • Standard Number: 1926 • Information Date: 03/22/2002 LAPPED GIRTS TO MAINFRAME COLUMN Richard T. Smith PEI 43; 92 h9 Steel S9912 — tttt ,e,111/4.C1..D.. LSAL:ite• \C-' • • ' c E N c:• Vi` °•• Lapp, Georgia Ph: g06) WU '-' e% 4' I. . : No 43547 . • / 1. . • BUCK STEEL, INC. REVISIONS I') [21 upsT*** PORT OF PALM BEACH JOB NO: FCL CARGO TRANSFER FACILITY 2345 WC/a RIVIERA BEACH. FL (EXPORT) out: 1O/ 8/12 * e 14i(n iccE STATE OF : 11/1 14 4 0 tttt Ci-C %%s [ REVIEWED By Richard T Smith at 1:27 pm. Ott 11.2012 3 CRAMS WYE: FRAMING DETAILS OPANINO IV: PAGE 5.2 SCALE: NONE CHECKED BY: BHM MAIM BY: JLG EFTA01079967 ROOF PANEL I/S CLOSURE #14 SD SCREW (12" ON CENTER) GUTTER "X" BOTTOM OF GUTTER A TABS INTO DOWNSPOUT WALL PANEL NOTE: INSTALL STRAPS 3'0" ON CENTER. NOTE: INSTALL STRAPS 5'0" ON CENTER. TRIM_1 GUTTER DETAIL 0/S CORNER TRIM #14 SD SCREW (24"ON CENTER) O/S ER DETAIL TRIM_2 GUTTER END DETAIL WALL PANEL r #12 SD SCREW HEAD TRIM TRIM_6 HEAD TRIM DETAIL AT HEADER ROLL CAULK ROOF PANEL #14 SD SCREW (24"ON CENTER) TRIM_3 RAKE TRIM #14 SD SCREW (24"ON CENTER) 0/S CLOSURE WALL PANEL RAKE TRIM DETAIL JAMB TRIM \_/ #12 SD SCREW - I WALL PANEL TRIM_8 \_J _ JAMB TRIM DETAIL AT JAMB TRIM_4 PEAK BOX DETAIL WALL PANEL FL-73 (FORMED BASE) TRIM_9 NAIL ANCHOR (24" ON CENTER) FORMED BASE DETAIL Richard T Smith PE# 041 Lagrange, Georgia Ph: (200)88,94174 102 Kin Street Sfe0212 ,,,•OOAD BUCK STEEL, INC. CUSTOMER: PORT OF PALM BEACH FCL CARGO TRANSFER FACILITY A20 Ma REVISIONS [21 2345 LOCATION: RIVIERA BEACH. FL (EXPORT) OPMMN.ME: FRAMING DETAILS °ATE 10/ 8/12 NONE o 43547 /.441.A,{ - 47: ¢e . STATE OF • to: V. • • te <c\ ',. 9 R C". • 1,1 `9, /0 N tt \-0%s t tttttttt tttt MANG NO PAGE 5.3 NOM BY: JLG CHECKED BY: BHM REVIEWED 1 By Richard T Smith et 1,27 pm. O0111. 2012 EFTA01079968 NOTE: THE PROPER TIGHTENING NO INSPECTOR OF ALL FASTENERS 6 TIE RESPONSIBILTY OF THEERECTOR. ALL HEAW STRUCTURAL(A325.A420) BOLTS MID NUTS uuST BE TIGHTEPCD BY THE 'TURN—Cf -Nur METHOD SHOWN BELOW. A325 NC A490 BOLTS ARE DESIGNATED BY MEM MTH A IC (or H.634.0 OR H.76.2.73) COVER TRIM WALL PANEL #12 SD SCREW HEAD TRIM TRIM_1 0 TRIM DETAIL AT HEADER COVER TRIM JAMB TRIM #12 SD SCREW WALL PANEL TRIM_1 1 COVER TRIM DETAIL AT JAMB 0 O 0 O 0 [repeated 4 times] 0 0 TOP BOLTS, SEE DRAWING FOR SIZE. INTERMEDIATE BOLTS, THE NUMBER OF TOP OR BOTTOM BOLTS GREATER THAN FOUR. - I-BOTTOM BOLTS, SEE DRAWING FOR SIZE. EXTENSION BEYOND FLANGE IS OPTIONAL, AT TOP & BOTTOM. BOLTED END PLATE CONNECTION AT BUILDING PEAK TURN-OF-MR 11GKIDANG: BOLTS WILBER/STALLED IN ALL MIXES OF DC CONNECTION AND BROUGHT TO A SNUG-11CHT CONTEMN. SNUG TIGHT 6 DEFINED AS THE TIGHTNESS THAT EXISTS WHEN IK PUSS OF DC JOINT ARE IN MIA CONTACT. HMS MAY BC AT- VANED BY PIPACTS OF AN II PACT WRENCH OR THE FUU. EFFORT OF A Iva USING AN ORDINARY SPUD MUCH. SNUG TOKTENDIG SHALL PROGRESS SCIIMADCALLY FRCP/ MC MGT RIGID PART CO' TI1E CONNECTION TO THE FREE EDGES TARR ALL BOLTS ARE SIMALTAICOUSLY SNUG TIGHT AND THE CONNECTION IS FULLY COMPACTED. FOLLOWING DC MIRK OPERATION ALL BOLTS RI TIE CON- RECTO. SHALL BE ITCHTENED runnen BY THE APPUCABLE MOUNT OF ROTATION socanco N Tic TABLE BELOW. CURING TIC OPERATION THERE SHALL BE NO RO- TATOR OF THE PART NOT TURNED BY THE WRENCH. TIGHTENING SWILL PROGRESS SYSTEMATICALLY FROM DE MOST ROO PART Of THE JOBE 10 DE FREE EDGES. POT ROTATOR FROM SNUG-TONT CONORION BOLT LENGTH COWED ROTATION UP TO NO 1/3 MKT PCLUDING 4 MCC OVER 4 01A- 1/2 TURN METERS BUT NOT OCCIXERIC a MACE% OVER 6 DIA- 2/3 TURN METERS BM NOT DICEEDINO 12 CANCERS NOTES:[I] NUT ROTATION IS REIATTVE TO BOLT REGARDLESS OF TIE ODOR (NJ; OR BOLT) GCMG TURNED. [2] APPUCJW ONLY TO CONNECTORS IN MICH ALL MATERIAL WITHIN THE GRIP OF THE BOLT IS STEEL. Front Rot ter Rothe cto E non h GMt SECTION OF ENDWALL GIRT TO RAFTER MORTISE PREPPED PERSONNEL DOORS ALL MORTISE PREPPED PERSONNEL DOORS COME AS RIGHTHAND REVERSED SWING. (i.e. STANDING ON THE OUTSIDE OF THE BUILDING FACING THE DOOR, THE LOCK WILL BE ON THE LEFTHAND SIDE OF THE DOOR AND THE DOOR WILL SWING OUTWARD FROM THE BUILDING. ) ANY FIELD MODIFICATIONS ARE THE RE- SPONSIBILITY OF THE ERECTOR AND MBM IS NOT LIABLE FOR LABOR CHARGES NOR DAMAGES DUE TO ERROR. TRIM NOTES: [1] SEAL TRIM SPLICES WITH TUBE CAULK. [2] [3] SECURE GUTTER SPLICES AND END PLUGS WITH RIVETS. SECURE ALL OTHER ROOF TRIM SPLICES WITH TRIM SCREWS UNLESS NOTED OTHERWISE. [4] TRIM SCREWS ARE LOCATED 24" ON CENTER UNLESS NOTED OTHERWISE. BUCK STEEL, INC. CUSTOMER: PORT OF PALM BEACH FCL CARGO TRANSFER FACILITY J00 No REVISIONS III 2345 RIVIERA BEACH, FL (EXPORT) DRAWING FRAMING DETAILS Drumm to: PAGE 5.4 DATE: 10/ 8/12 SCALE. NONE CNCORD BHM (31 Lamm BY: JLG Richard T. Smith PEI43541 102 Win Street Ste$212 Lagrange, Georgia Ph: (706) 8884814 ' %kr\ Stif '' '' ' isj ' • • q"..• ‘.-N See 1. . • [repeated 4 times] : No 3547 * * / 449Y STATE OF ' US • • US lies, • • ' 9 R 9 • 6•4 sitts,./oNALess% REVIEWED By Word T Storgthaf 1:27 pm. Oct 11.2012 EFTA01079969 TRIM TABLE R F PLAN OSICIPAR 1 D/F CAP LENGTH 3'-0" Q 0 6O -O OUT -10 -OUT OE STEEL 0 20'-O. Fry AA Ora Orr tall ialltd rall ROOF SHEETING PLAN MOMS: 24 GA. PBR - GALVMUME = UL90 SCREW PATTERN. C-0" x 6'-0" OR NEXT NEAREST PURLIN REVISIONS hl (2) OrTAIL AT PANEL ENO & INTERIOR BUCK STEEL, INC. CUSG:MER: PORT OF PALM BEACH FCL CARGO TRANSFER FACILI Joe .0 2345 LOCAMit RIVIERA BEACH, FL (EXPORT) CRA-IG 14•10E: ROOF PANELS & TRIM 10/10/12 WALL NONE Richard T. Smith PE#42547 10214inSh00212 lagrange,GeorgiaPh:(706)888414 lll lll I lll lll lll p.,B DTs lll llllll ..41% l l • : No 43547 '"•* 2? GE TATE OF tin: • <1./ k P.•••e. fi ‘°-**&-% GRAVING PAGE 6 CHEMED by, BHM DRAIN ro: JLG REVIEWED By Richard T Smith at 1:27 pm, Oct 11,2012 EFTA01079970 #12 SCREW (SEE DETAILS FOR LAYOUT) PANEL END WITH INSIDE CLOSURES NOTES: SIDE LAP WITH CONTINUOUS TAPE SEAL END LAP WITH CONTINUOUS TAPE SEAL LAP SCREW (30" O.C.) END LAP WITH CONTINUOUS TAPE SEAL 1. Sys >c [1] ALL END LAPS MUST BE A MINIMUM OF 6". [2] METAL SHAVINGS MUST BE SWEPT FROM THE ROOF EACH DAY DURING ERECTION TO PREVENT SURFACE RUSTING. [3] TAPE SEAL MUST BE APPLIED WITH NO GAPS OR BREAKS. [4] #12 SCREWS ARE USED TO ATTACH THE PANEL TO THE PURLINS. #14 LAP SCREWS ARE USED AT THE PANEL-TO- PANEL ATTACHMENTS. ALL FASTENERS ARE SELF-DRILLING. DIE-FORMED RIDGE CAP -Y .., Y u -,- 21 2" _ - fe- _ #12 SCREW DETAIL AT PANEL END 12" 12" TAPE CU 1/4OPNT INSUE SCREW SEAL Ct \- SIDE LAP #12 SCREW DETAIL AT INTERIOR OF PANEL LAP SCREW CONTINUOUS TAPE SEAL SIDE LAP Richard T. Smith 9 11 7 714G4 JK F77 4Th No 43547 •iCCE . STATE OF S. I' '* z n't•'•÷S • • • . 9 R • • cl•s. 61 X N /6 ,, BUCK STEEL, INC. PORT OF PALM BEACH FCL CARGO TRANSFER FACILITY REVISIONS JOB NO: 2345 w 1 0/ 8/12 (I) mom RIVIERA BEACH, FL (EXPORT) ( 2) ORAMIG >INCE: ROOF PANEL DETAILS DRAINING NO: NONE REVIEWED By Richard T Smith at 1:27 pm. Oct 11, 2012 (3) 000 SY: BHM Cr: PAGE 6.1 JLG EFTA01079971 TRIM TABLE FRAME LINE A & E P (Cutter with 4 DOWNSPOUTS) SIDEWALL SHEETING & TRIM: FRAME LINE A PANELS: 24 GA. PM - COLOR (Cutter with 4 00MSPOUTS) <• 4 4.• 4 [repeated 5 times] to I '0 I ID I ID I h I '0 I b I 'n I O i 0 I b I b i '0 i 13 I 0 I so I 6 I 6 i ..0 m b 10 1.0 -40 b 10 co 10 ID 10 m to 9 isl •- -0 .40 - b - To - o C' SIDEWALL SHEETING & TRIM: FRAME LINE E PANELS: 24 GA. PER - COLOR O ID PART LENGTH DETAIL FL-73 TRIM_9 2 O/5 CORN 16' TRIM_5 3 GUTTER 2O1-3" TRIM_ I 4 GUTEND L 1" TRIM_2 5 CORBOX L 1.-O" TRIM_2 6 GUTEND R TRIM_2 7 CORBOX R TRIM_2 8 R JAMB TRIM_8 9 R HEAD 3,-7- TRIM_6 1O CT1O 14'-1" TRIM_1 I 11 R JAMB 14'-3" TRIM_8 12 CT1O 12'-C TRIM_1O 13 R HEAD 12'-r TRIM_6 14 R JAMB TRIM_8 15 R HEAD 3.-3" TRIM_6 16 R HEAD TRIM 7 BUCK STEEL, INC. PORT OF PALM BEACH FCL CARGO TRANSFER FACILITY Xi NO: 2345 REVISIONS (11 (2) RIVIERA BEACH. FL (EXPORT) ate 1O/1O/12 Richard T. Smith PE a 43547 102 Vain Street Ste4212 Lapp, Georgia Ph. (706)881471 %%F, 1/41 D. N T a t,t, %% - • .77/). 0.... 0 '96%.% #5, : No 43547 • • • — - : DRAWN Wit SIDEWALL PANELS & TRIM DRYING ND PAGE 7 SCAM NONE OWED BY: 8H M (3) OWN BY: JLG REVIEWED By Richard T Smith at 1:27 pm, Oct II, 2012 EFTA01079972 NOTES: LAP SCREW (30" O.C.) #12 SCREW (SEE DETAILS FOR LAYOUT) BASE SUPPORT PANEL END WITH INSIDE CLOSURES (OPTIONAL) ti EAVE STRUT GIRT [1] METAL SHAVINGS MUST BE SWEPT FROM THE ROOF EACH DAY DURING ERECTION TO PREVENT SURFACE RUSTING. [2] #12 SCREWS ARE USED TO ATTACH THE PANEL TO THE PURLINS. #14 LAP SCREWS ARE USED AT THE PANEL-TO- PANEL ATTACHMENTS. ALL FASTENERS ARE SELF-DRILLING. SLAB EiEL01.PI. SLAB la -r L .I.J .1. 2" 2" e -- DETAIL AT PANEL END DETAIL AT HEADER/SILL DETAIL AT PARTIAL WALL 12" 12" LAP SCREW I re.....„..--- LAP SCREW DETAIL AT INTERIOR OF PANEL BUCK STEEL, INC. REVISIONS (2) CUSTOMER: PORT OF PALM BEACH FCL CARGO TRANSFER FACILITY JOB IC 2345 wicam, RIVIERA BEACH, FL (EXPORT) MAIMOMX. SIDEWALL PANEL DETAILS OAlt. 10/ 8/12 NONE Richard T. Smith PEI 43547 102 Win Street Sfe$212 Lagrange, Georgia Ph: (706)8884874 l llllllll lll lll llllll Ts llll e sdek llllllll .41/;. ••"zoS ..• 0 NS •. es • •• :". * • : N 4354 ater• * 77* • cr STATE OF S *A•l : %4 O Ste;ti;•69f! ... „.‘Ctss%s% 0 [Si IC: PAGE 7.1 DRAM JLG comet BHM REVIEWED By Richard I Smith at 1:27pm. Oct II. 2012 EFTA01079973 01 N H 1/2' F tn Ql 112- O N IC • 01 ENDWALL SHEETING & TRIM: FRAME LINE 1 PANELS: 24 C.A. PBR - COLOR so IC ao ENDWALL SHEETING & TRIM: FRAME LINE 4 PANELS: 24 GA. PBR - COLOR 1 Sc J O " 121"T? REVISIONS [2] 2 3 4 6 7 8 9 L- 0/S CORN RAKE TRM PEAK BOX CT10 R JAMB CTI 0 R H 20.-0" 16'-2" 20'-2" V-4" 14'-1" 14'-r 12'-0" 12'-3"_ BUCK STEEL, INC. 41/5TOSIISR: PORT OF PALM BEACH FCL CARGO TRANSFER FACILITY RIVIERA BEACH, FL (EXPORT) mmmtwx. ENDWALL PANELS & TRIM TRI TRI _ TRIM_3 TRIM_4 TRIM_1 1 TRIM_8 TRIM_10 TRIM 6 Richard T. Smith PEI 43517 102 lain Street Ste$212 Lagrange, Georgia Ph: (706) U341874 ** E N s Ci • [repeated 3 times] v No 43547 . 11. • — : • STATE OF 1 • • etiits;... 9 R1 ••• • i;ION AL %%% %% DPAWNG No I DRAWN CM. PAGE 8 I JLG SCNI: NONE CHECKED et BHM ByRkhaulTS"Whatf:27mACtflt2012] REVIEWED EFTA01079974 I/2 .• Ng° SLAB 1/2 ..6019°1 GIRT NOTES: RAKE SUPPORT LAP SCREW (30" 0.C.) #12 SCREW (SEE DETAILS FOR LAYOUT) BASE SUPPORT PANEL END WITH INSIDE CLOSURES (OPTIONAL) [1] METAL SHAVINGS MUST BE SWEPT FROM THE ROOF EACH DAY DURING ERECTION TO PREVENT SURFACE RUSTING. [2] #12 SCREWS ARE USED TO ATTACH THE PANEL TO THE PU RUNS. #14 LAP SCREWS ARE USED AT THE PAN EL- TO - PAN EL ATTACHMENTS. ALL FASTENERS ARE SELF- DRI LLING. commit: PORT OF PALM BEACH FCL CARGO TRANSFER FACILITY JOB NO: REVISIONS DI [2) 0 Y 0 , . 2,1 2„ rr- DETAIL AT PANEL END DETAIL AT HEADER/SILL DETAIL AT PARTIAL WALL 12" 12" #12 SCREW DETAIL AT INTERIOR OF PANEL NOT,10/ 8/12 LOCANON: RIVIERA BEACH, FL (EXPORT) nctiow, ENDWALL PANEL DETAILS SCALE NONE LAP SCREW LAP SCREW SIDE LAP Richard T. Smith PE141547 102 Win Street Ste$212 Lqwe,Georgia Ph: (706)8884874 ttttttt tttt t T 4; 4•• tc't*J 6I414( 1fr • * No 43547 r O STATE OF ikti * **. z ttttt '0049/ci4xcete REVIEWED By Richard T Smith at 1:27 pm, Oct 11, 2012 L1 DRAWING PO Dame m: I PAGE 8.1 JLG COED Ftt: BHM EFTA01079975 EXD NOT INSTALL GUTTER WITH OUTSIDE FACE PERPENDICULAR TO THE GROUND. INSTALL GUTTER WITH OUTSIDE FACE PERPENDICULAR TO THE ROOF. Richard T Smith GUTTER I\STALLATION DETAIL BUCK STEEL, INC. CUSTOM: PORT OF PALM BEACH FCL CARGO TRANSFER FACILITY REVISIONS JOB Na DA1Er 2345 10/ 8/12 LOCATION: RIVIERA BEACH, FL (EXPORT) (2) OWING MBE: sou: GUTTER INSTALLATION DETAIL NONE (3) DRAWNG OPABNSt °comber: REVIEWED PAGE 9 JLG BHM By Richard T Smith 811,27 pm, Oa 11, 2012 EFTA01079976