EFTA01079956

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 %%%%%%tick g %fif %%% 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: S AC** O Fl1O.•• 1•.•. + 47.• REVISIONS DATE: ........ 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' 44 lCk.• ".6 6 is/ 4** s. • 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, 4 C 0.2 0.0 0.0 0.0 0.0 0.0 0.0 -8.9 RIGID FRAME: & BASE PLATES 9.8 0.0 0.0 0.0 Column Recelions (k ) Frrn Col Seis_R Frm Col Lood Hmox V Lood Hmin V Mc._Bolt Base-Plate (in) C'eut Une Une Vert Une Une ID H Vmox ID H Vmin Oty Dia Width Length Thick (in) 1 E 0.0 1 D 0.0 1 4 -7.1 -12.4 4 0.750 6.000 8.000 0.375 0.0 1 B 0.0 2* E 3.7 9.5 1 A 0.0 1 3.7 9.5 B - 1.2 -15.6 4 C 0.0 2* A 5 7.1 -12.4 1 -3.7 9.5 4 0.750 6.000 8.000 0.375 0.0 1 -3.7 9.5 8 1.2 -15.6 ENDWALL COLUMN: MAXIMUM REACTIONS, ANCHOR BOUS, & BASE PLATES 2* Trame liner 2 3 Column Reoctions (k ) Fm, Col Lood Hmox V Lood Hmin V Mc. Bolt Bose_Plote (in) Grout RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOUS, BASE PLATES Line Une ID H Vmox ID H Vmin Oty Dio Width Length Thick (in) Column Reoctions (k ) 9 0.0 -1.9 9 0.0 -1.9 4 0.750 8.000 10.00 0.250 0.0 Frm Col Lood limas V Laud Hmin V Anc._Bon Bose_Plote (in) Grout 1 0.0 1.1 Line Une ID H Vmox ID H Vmin Oty Dia Width Length Thick (in) 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 4 E 3 1.8 1.1 6 - 3.5 -3.6 4 0.750 6.000 8.000 0.375 0.0 1 B 11 3.8 1 1.7 5.2 4 -3.4 -6.4 -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 4 A 7 3.5 -3.6 2 - 1.8 1.1 4 0.750 6.000 8.000 0.375 0.0 1 A 11 1 -1.7 5.2 8 0.3 -9.8 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 NOTES FOR REACTIONS 1. All lodding conditions ore examined and only moximum/minimum H or V ond the corresponding H or V are reported. ANCHOR BOLT SUMMARY 2. Positive reoctions ore os shown in the sketch. Foundation loods are In opposite directions. oio Projection 3. Brocing recelions are in the plane of the brote with the H painting away Oty Locale (in) Type (in) from the broced boy. The vertical reaction is downword. 4. Building reoctions ore baud on the following building dato: • 12 Jomb A307 1.50 Width (ft 40.0 * 20 Endwoll 34" MO7 1.50 Length (?t) 60.0 • 24 Frome 3/ / 4" A307 2.50 Eave Height (ft) 16.0/ 16.0 Roof Slope (Rise/12) 1.5/ 1.5 Dead Lood (pal) 2.0 BUILDING BRACING REACTIONS Colloterol Lood (paf) 0.5 Live Lood (psf) 20.0 * Recelions (k ) Panel Wind Speed (mph ) 180.0 —Wall — Col —blind — —Seismic — Sheor Wind Code FBC 10 (IBC 12) Loc Une Une Horz Vert Horz Vert (1b/ft) Exposure C Postel/Open/Partial C L_EW 1 OB 4.1 3.8 0.1 0.0 Importance Wind 1.00 Importance Seismic 1.00 F_SW A 3,4 8.6 6.1 0.1 0.1 R_EW 4 Rigid Trame At Endwall Seismic Zone Seismic Coeff (Fo'Ss) A 0.08 B_SW E 3,2 8.6 6.1 0.1 0.1 Richard T. Smith 5. Loading conditions ore: PE a 43547 DL+CL+LL 102 Main Street >4212 2 0L+CL+0.75LL+0.45WL I 3 OC+ CL+0.75LL+0.45WR1 Lagrange, Georgia h:(106)8484814 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 .`~, Q\G'~~CENSF Il 0.600L+0.60WR2+0.60WS 12 0.600L+0.60WP+0.60LnWnd2 N 4354 •• * 13 1.0101.+1.01C1+0.75U.-0.53SeisL BUCK STEEL, INC. 77* GUSIVOILIt CC:: PORT OF PALM BEACH FCL CARGO TRANSFER FACILITY STATE OF (U:: JOB NO: w REVISIONS .0..... 2345 10/10/12 R LCCATIOet . RIVIERA BEACH. FL (EXPORT) /ONAL ........ ..... [2) ORAWPC rtm4: .......... ANCHOR BOLT REACTIONS NONE D) ORAIIWG NO: OMM CM OCCKED REVIEWED PAGE 1.2 JLG BHM By Richetd 7 Smith at 1:27 pm. Oct 11. 2012 EFTA01079959 M M: A L ROOF PLAN 0 60*-0 - OUT-TO-OUT OF STEEL 0 MARK PART N H 1'x2 1 -11 1 P-2 10x25Z16 21' -11 1/2 " P P 20*-W P- 3 P-4 E-1 E-2 10x25216 10x25Z16 10ES1402 10ES1402 20 ' -11 20 ' - 11 1V-11 19 ' -11 1/2 " 1/2 " 1/2 " 1/2 " E- 3 10ES1402 19 ' -11 1/2 " E-4 10ES1402 19 ' -11 1/2 " -4 0.50 ROD 27 ' -5 " a O 0 Richard T. Smith PE 113547 Q 102 Ilan Street Ste$212 lamp,WO Pit (706)888414 ttttttt llllllll PURLIN UP " -4/417ve ttt, 5ku T 4 . - estaAPO /)•# • ROOF FRAMING PLAN ••• : No 43547 Z• * • . _ P • :X: - BUCK STEEL, INC. • STATE OF 141 •• k .• Z: CUSTOMER I": C• PORT OF PALM BEACH FCL CARGO TRANSFER FACILITY c!..\•&%s REVISIONS JCS Na °AM i ONA.Ce‘Oss% 2345 10/10/12 t tttttttttt tt =dot 4 RIVIERA BEACH, FL (EXPORT) REVIEWED (2) OFPROG sum By Richard T Smith at 1:27 pm, Oct 11, 2012 ROOF FRAMING LAYOUT NONE (3) WAVIMIO ORNAN Br CHCOCCD TM PAGE 2 JLG BHM EFTA01079960 SPLICE BOLT TABLE u e onge ns,de tinge MARK Top Bot Int TYPE DIA Length SP—I 4 4 7.5 8.3 0.135 I 5 x 1/4• x IS'-2 Topr 0 A325 5/11. 2" 8.3/119.0 0.135 13/16 5 x 1/e x r-4 7/16. BASE PLATE TABLE 18.0/ 9.2 0.135 I4•-II 5 x ltr x IT-6' 0.135 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 3'--2 16' .461 1/2" re27 5P reek° 1 I/2'). 12 12 0 Richard T. Smith PE 43517 102 Main Streel Ste$212 Lagrange, Georgia Ph:1706)8484874 40*-0- OUT—TO—OUT OF STEFL %%%%%%%%%%%n i,;;*•#• RIGID FRAME ELEVATION: FRAME LINE 2 3 Ctrs' 86'4' BUCK STEEL, INC. CUST0/0 PORT OF PALM BEACH FCL CARGO TRANSFER FACILITY azia NO: REVISIONS 2345 10/10/12 III RIVIERA BEACH. FL (EXPORT) DRAW81G NINE: SCAM RIGID FRAME CROSS SECTION NONE (31 0118wING Na COMM BY: GIECX131 Br: PAGE REVIEWED 2.1 JLG BHM By Richard T Smith at 1:27 pm, Oct 11.2012 EFTA01079961 SPUCE BOLT TABLE Oty Aside long* MARK Top Bot Int TYPE OLA Length SP-1 4 4 0 A325 5/6. 2' Rig-1 7.5 7.7 0.135 1 -o 5 • 1/4 • 15-2 9 16 5.1 4 x 14-1 5 8 7.7/10.0 0.135 14.-313/1.• 5 • 1/4' • I.-a 3 6' Rig-2 10.0/ ILO 0.135 14'-II' 5 • I/4' • 113. -4 5/16" S A 1/4' x 18•-4 5/8' BASE PLATE TABLE 84/ 7.5 0.135 3-6 9/16* COL PLATE SIZE Af2-3 74/ 8.0 0.135 916' 5 • 1/4" x 18*-4 5/16' S x 1/4' A 18. -4 5/8' MARK Width THICK Length I . U'-1 BP- 1 3/6- . .FLANCE BRACES: (1) One Side: (2 Two Sides F13xx.A(1): AA=langth(in) A - 2x2x14AN '0 PI 0 0 Richard T. Smith PE t 43547 102 Main Street Ste$212 Lagrange, Georgia Ph: (7N)8884874 ....... .....e......... fif . 4. •.11/2 1• 42`./vw •• .. • *. No 43547 RIGID FRAME ELEVATION: FRAME LINE 4 CC _ BUCK STEEL, INC. STATE OF .14, 115 CUSTOMER •• 0.Q ..( 4. PORT OF PALM BEACH FCL CARGO TRANSFER FACILITY JOB l'70, DATE: "II;t?I SNACe, 0%ss REVISIONS 2345 10/10/12 (I] LOCATION REVIEWED RIVIERA BEACH, FL (EXPORT) By Richard T Smith at 1:27 pm, Oct 11, 2012 L21 MAKING HAUL SEAL RIGID FRAME CROSS SECTION NONE ( 3] CRANING NO: MAW BY: CHECKED BY: PAGE 2.2 JLG BHM EFTA01079962 MEMBER TABLE FRAME LINE A & E MARK PA'T LENGTH 80.-0" OUT-TO-OUT OF STEEL DJ-1 10x25C14 7 -8 DJ-2 10X35C14 15'-3 1/8" DJ-3 10X35C14 15'-3 1/8" DJ-8 10x25C14 7'-7 1/8" DJ-9 10x25C14 7'-7 1/8" DH-2 10X35C14 12'-0" DH-3 10x25C14 3'-0" Dom ranc SUS JANE DS-1 10x25C14 3'-0" "Co E-1 10ES14O2 19'-11 1/2" E-2 10ES14O2 191-11 1/2' E-3 10ES14O2 19'-11 1/2" Ito 112x1-25' SD SCREW E-4 10ES14O2 19'-11 1/2" MASONRY EASIDER ( 4) AEOUIRED AT EACH G-10 10x25Z16 22'-7 1/2" ATTE acv WHEN DODO FRAM[ 00431 ATTACHING ID BRIO/BLOOD (USE VITA METAL DAUM G-11 10x25Z12 22'-7 1/2" SUS JAMBS ONLY) G-12 10x25Z16 5' -7 1/2" G-13 10x25Z16 20'-11 1/2" DOOR FRAME TO SUB JAMB ATTACHMENT G-14 10x25Z16 20'-11 1/2" 0 G-15 10x25Z12 20'-11 1/2" G-16 10x25Z16 21'-11 1/2" t0 G-17 10x25Z14 21'-11 1/2" G-18 10x25Z16 20'-11 1/2" G-19 10x25Z12 20'-11 1/2" CB-2 0.75_R0D 24'-7" CB-3 0.75 ROD 24'-11" I I EC-3 RFI-I RF1-1 RF2-1 FIELD LOCATE 12.-0" GIRT 11 y1 LAPS ]/4• SIDEWALL FRAMING: FRAME LINE A (AVE STRUT 60'-0" OUT-TO-OUT OF STEEL 1 WAIL GMT] DII-3 ICAO TROD MHL CIRTi ti E-4 E-1 E-1 MAD TRIM 07 DS-I 6-18 WALL GIRT G-15 G-1 1 1' 0 r -(9 G-18 FIELD 1 OPENING1 FIELD Richard T. Smith LOCATE An 51W. LOCATE PE#43547 I. FIELD CUT AND WORK GIRFS, 102thiaSSIECIT PANELS, AND TRIM AS REQUIRED 2. REFER TO DETAIL PAGES FOR APPLICABLE Pk (TN) MO " TRIM DETAILS( DETAIL PAGE 31 I I I RF2-1 RF1-1 RF1-1 EC- I i llllll ll dtte N‘sV PSIR T 194 11# FIELD LOCA E FIELD LOCATE FIELD LOCATE s% e.. * ll • No 43547 s GIRT 32,4,1_ : LAPS 11 3j-Cu 3/4* II 3/4' * SIDEWALL FRAMING: FRAME LINE E BUCK STEEL, INC. • 71 : cc r, cusio..ot ATE OF LUZ PORT OF PALM BEACH FCL CARGO TRANSFER FACILITY / A‘ REVISIONS JON NO: 0Alt: o RI ........ • ... 2345 10/10/12 (I) L0CAICH .............. RIVIERA BEACH, FL (EXPORT) [2) WAITING NAME: SONG SIDEWALL FRAMING LAYOUT NONE REVIEWED []) ORATING HO: OMAN OD CITE0(0) By Richard 7 Smith at 1:27pm, OM 11. 2012 PAGE 3 JLG BHM 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 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" 40*-0" OUT-TO-OVT OF STEEL DH-2 10X35C14 12'-0" G-1 10x25Z16 10'-5 1/2" G-2 10x25Z14 15'-3 1/2" AD G-3 10x25Z16 15'-3 1/2" 16.-0" 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" -f21" 12* 1 1/1Th.„ G-9 10x25Z16 3'-3 1/2' a CB-1 0.50 ROD 22'-6" 2x4x INAN 1*-10 7/8" Y-0 1 /8" G-1 0-1 r G-1 G-1 0-1 G-1 EC-1 1 EC-2 EC-2 EC-1 ENDWALL FRAMING: FRAME LINE 1 11-0" 11-0" 4.-o' ENDWALL FRAMING: FRAME LINE 4 Richard T. Smith 10LW Street lam Georgia Ph: ... No 43547 • BUCK STEEL, INC. CUSTOMER PORT OF PALM BEACH FCL CARGO TRANSFER FACILITY STATE OF 4N% A-4 9 n •• & JOB NO: REVISIONS rI 2345 womom 4 1 0/10/12 tttt 0. ONAL/ RIVIERA BEACH. FL (EXPORT) WANG HAUL lllllllllllll IT] SOLE: ENDWALL FRAMING LAYOUT NONE REVIEWED (3) commom WNW en DECKED BY; By Richard T &MTh at 1:27 pm, Oct 11, 2012 PAGE 4 JLG BHM EFTA01079964 DETAIL DETAIL DETAIL DETAIL 12" GIRT DEPTH RAFTER 4" GIRT DEPTH I (IF BYPASS) [ANY TYPE] r (IF BYPASS) 1 (2) #10x1.00" PURLIN (2) #10x1.00" PURLIN MAINFRAME RAFTER SCREWS SCREWS RAKE ANGLE o 0' RAKE ANGLE o 0' * (2) H.63x1.5 0 (2) M.5x1.0* • Ots- (2) M.5x1.0* (2)H.63x 1.5 * COLUMN * UNLESS NOTED ON [SINGLE OR COLUMN * UNLESS NOTED ON RAFTER [ANY TYPE] RAFTER DRAWING 2. DRAWING 2. [MAINFRAME] DOUBLE CEE] [SINGLE CEE] * UNLESS NOTED ON DRAWING 4. * UNLESS NOTED ON DRAWING 4. PURLIN TO ENDWALL RAFTER PURLIN TO ENDWALL RAFTER CEE COLUMN / RAFTER CONNECTION MAINFRAME RAFTER / COLUMN CONNECTION DETAIL DETAIL 0-0 DETAIL DETAIL (DI \, EW GIRT EW GIRT EW GIRT EW GIRT O 0 '0 (2) M.5x1.0 (TYPICAL) (2) M.5x1.0 tO 0 (2) M.5x1.0 010 0 (2) M.5x1.0 - 4-0 0 O 0 COLUMN COLUMN COLUMN O O E COLUMN [MAINFRAME] [DOUBLE CEE] (2) M.5x1.0 EW GIRT O 0 [BUILT—UP] (2) M.5x1.0 EW GIRT —es' i 0 04* TSINGLE CEE] (2) M.5x1.0 CORNER ANGLE SW GIRT -1 0 0 A SW (2) #10x1.00" SCREW Fs- CORNER ANGLE (USE AT APPLICABLE GIRTS) ENDWALL GIRTS TO INTERIOR COLUMN ENDWALL GIRTS TO INTERIOR COLUMN GIRTS TO CORNER COLUMN GIRT CONNECTIONS AT EXPANDABLE ENDWALL Richard T. Smith ttttttt ttttt PE.43517 s%ttt s• t t S,y~.,0 •• Nsez...„5" 102 Main Street Stet211 Lagting Georgia Ph: (766)44174 No 43547 *1 BUCK STEEL, INC. CUSTOMER: PORT OF PALM BEACH FCL CARGO TRANSFER FACILI REVISIONS 2345 10/ 8/12 ('I LOCATOR RIVIERA BEACH, FL (EXPORT) (al ORAMPOGNMC SCAM FRAMING DETAILS NONE DIUMING H. CHECKED BY: REVIEWED PAGE 5 JLG BHM By Richard 7 Smith at 1:27 pm. Oct 11.2012 EFTA01079965 DETAIL DETAIL DETAIL DETAIL BASE PLATE BASE PLATE BASE PLATE (4) 3/4" DIA. (4) 3/4" DIA. (4) 3/4" DIA. COLUMN COLUMN [BUILT-UP] [DOUBLE CEE] O O COLUMN [SINGLE CEE] GIRT DEPTH GIRT DEPTH GIRT DEPTH EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB (IF BYPASS) (IF BYPASS)1 EDGE OF (IF BYPASS) I SLAB ENDWALL COLUMN BASE DETAIL ENDWALL COLUMN BASE DETAIL FRAMED OPENING JAMB BASE DETAIL ENDWALL COLUMN BASE DETAIL DETAIL DETAIL DETAIL DETAIL LAP RAFTER 0 M.5x1.0 [SINGLE CEE] PURLIN (6)M.5x1.0 * FLANGE (2) M.5x 1.0 * COLUMN °FBI. 0 0 [MAINFRAME] EAVE STRUT 2' -0" OR 3' -0" 0 0 0 O 0 2 ' — " or 3'-0" RAFTER 0 , 0 [SINGLE CEE] RAFTER [MAINFRAME] FLANGE * SEE DRAWING 4 FOR SIZE °Flip GIRT (6)M.5x1.0 O M.5x1.0 AND QUANTITY OF BOLTS. LAP * UNLESS NOTED ON DRAWING 2. * UNLESS NOTED ON DRAWING 2. RAFTER DETAIL AT RIDGE PURLIN TO MAINFRAME RAFTER GIRT TO MAINFRAME COLUMN EAVE STRUT CONNECTION AT ENDWALL llllllllll rllllllll Richard T. Smith esok ........s lll F.,BD Pa 017 e 10211611mdbill a lam * • No 43547 *. ••• BUCK STEEL, INC. UP* GI* 'if 4 ' CUS10110t i PORT OF PALM BEACH FCL CARGO TRANSFER FACILITY STATE OF JOB KG are: REVISIONS 2345 10/ 5/12 S.* ** 4.z c-.0%. •÷4:: •*...e O R1.. .• c.,\ • ••••..... ,., sin II1 Lamm RIVIERA BEACH, FL (EXPORT) (2] PROBING HAM SCALE: ................ FRAMING DETAILS NONE REVIEWED COAMNG NO: COMM BY: CHEMED BY: PAGE 5.1 OHM By Richard T Smith at 1:27 pm, Oct 11, 2012 JLG EFTA01079966 DETAIL CAVE STRUT DETAIL DETAIL (2) M.5x1.O * EAVE STRUT (2) H.5x1.25 [IF O 0 EAVE STRUT END OF BUILDING BOL TS. (2) M.5x1.O 0411 0 .5'x1.0' JAMB O 0 COLUMN [MAINFRAME] (2) M.5x1.O 0 JAMB SECTION ELEVATION GIRT * UNLESS NOTED ON DRAWING 2. A EAVE STRUT TO RIGID FRAME EAVE STRUT CONNECTION AT MAINFRAME GIRTS TO JAMB FRAMED OPENING JAMB TO EAVE STRUT OSHA REQUIREMENT DETAIL DETAIL NOTE: THE FIRST GIRT AT A COLUMN OR LAPPED CONDITION MUST BE SECUREh) TO THE RAFTER WEB CUP WITH 1)14.5x1.0 V COLUMN FIN NECK OLT W/ NUT (2) H.5x1.25 [MAINFRAME] BEFORE INSTALLING THE HILLSIDE SECOND GIRT AND STAN— GIRT WASHER DARD CONNECTION BOLTS. [ZEE/GEE] - JAMB FLAT BRACE ROD WASHER 0 or (2) M.5x 1.O •0 0 - HEADER/SILL NUT SLOT IN WEB TO INSERT HILLSIDE WASHER AND EYEBOLT JAMB 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 DIAGONAL BRACE ROD, NUT END FRAMED OPENING JAMB TO GIRT FRAMED OPENING HEADER/SILL TO JAMB LAPPED GIRTS TO MAINFRAME COLUMN Richard T. Smith ttttttttttttttttt PEI43; 92h9 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 * BUCK STEEL, INC. upsT*** e 14i(n /iccE STATE OF : 11 /1 1. PORT OF PALM BEACH FCL CARGO TRANSFER FACILITY JOB NO: out: REVISIONS 2345 1O/ 8/12 I') WC/a 14 4 0 ttttCi-C %%s RIVIERA BEACH. FL (EXPORT) t tttt t t ttttt [ [21 CRAMS WYE: SCALE: FRAMING DETAILS NONE REVIEWED 3 OPANINO IV: MAIM BY: CHECKED BY: By Richard T Smith at 1:27 pm. Ott 11.2012 PAGE 5.2 JLG BHM EFTA01079967 ROOF PANEL I/S CLOSURE ROLL CAULK #14 SD SCREW #14 SD SCREW (24"ON CENTER) (12" ON CENTER) ROOF PANEL GUTTER RAKE TRIM "X" BOTTOM OF #14 SD SCREW GUTTER A TABS INTO (24"ON CENTER) DOWNSPOUT 0/S CLOSURE WALL PANEL WALL PANEL NOTE: INSTALL STRAPS 3'0" ON CENTER. NOTE: INSTALL STRAPS 5'0" ON CENTER. TRIM_1 TRIM_2 TRIM_3 TRIM_4 GUTTER DETAIL GUTTER END DETAIL RAKE TRIM DETAIL PEAK BOX DETAIL WALL PANEL 0/S CORNER TRIM WALL PANEL NAIL ANCHOR #14 SD SCREW (24" ON CENTER) (24"ON CENTER) r #12 SD SCREW JAMB TRIM \_/ \_J #12 SD SCREW - I WALL PANEL HEAD TRIM FL-73 (FORMED BASE) TRIM_6 TRIM_8 TRIM_9 O/S ER DETAIL HEAD TRIM DETAIL AT HEADER _ JAMB TRIM DETAIL AT JAMB FORMED BASE DETAIL Richard T Smith PE# 041 ,,,•OOAD 102 Kin Street Sfe0212 ttttt Lagrange, Georgia Ph: (200)88,94174 o 43547 /.441A,.{ - BUCK STEEL, INC. 47: CUSTOMER: PORT OF PALM BEACH FCL CARGO TRANSFER FACILITY ¢e Ma . STATE OF • to: REVISIONS A20 °ATE ', te 2345 LOCATION: 10/ 8/12 -„<c\s*,••. 9 R C".•V.•• RIVIERA BEACH. FL (EXPORT) 1,1 ,`9/0N tt [21 \-0%s OPMMN.ME: t tttttttt tttt FRAMING DETAILS NONE 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) 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- COVER TRIM 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 WALL PANEL 0 O TOPBOLTS, EDGES TARR ALL BOLTS ARE SIMALTAICOUSLY SNUG TIGHT AND THE CONNECTION FORSEE IS FULLY COMPACTED. FOLLOWING DC MIRK OPERATION ALL BOLTS RI TIE CON- 0 0 DRAWING SIZE. 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. #12 SD SCREW JAMB TRIM O 0 INTERMEDIATE THE NUMBER OFBOLTS, TOP POT ROTATOR FROM SNUG-TONT CONORION BOLT LENGTH COWED ROTATION #12 SD SCREW WALL PANEL OR BOTTOM BOLTS GREATERTHANFOUR. UP TO NO PCLUDING 4 MCC 1/3 MKT HEAD TRIM COVER TRIM 0 0 - I-BOTTOM BOLTS,SEE OVER 4 01A- METERS BUT 1/2 TURN 0 0 DRAWINGFORSIZE. NOT OCCIXERIC a MACE% EXTENSION OPTIONAL,AT TOP &FLANGE BEYOND BOTTOM.IS OVER 6 DIA- METERS BM NOT DICEEDINO 2/3 TURN 12 CANCERS NOTES:[I] NUT ROTATION IS REIATTVE TO BOLT TRIM_1 0 TRIM_1 1 BOLTED END PLATE CONNECTION REGARDLESS OF TIE ODOR (NJ; OR BOLT) GCMG TURNED. [2] APPUCJW ONLY TO CONNECTORS TRIM DETAIL AT HEADER AT BUILDING PEAK COVER TRIM DETAIL AT JAMB IN MICH ALL MATERIAL WITHIN THE GRIP OF THE BOLT IS STEEL. MORTISE PREPPED TRIM NOTES: Front Rot ter PERSONNEL DOORS ALL MORTISE PREPPED PERSONNEL DOORS [1] SEAL TRIM SPLICES WITH TUBE CAULK. COME AS RIGHTHAND REVERSED SWING. [2] SECURE GUTTER SPLICES AND END (i.e. STANDING ON THE OUTSIDE OF THE PLUGS WITH RIVETS. BUILDING FACING THE DOOR, THE LOCK WILL BE ON THE LEFTHAND SIDE OF [3] SECURE ALL OTHER ROOF TRIM THE DOOR AND THE DOOR WILL SWING SPLICES WITH TRIM SCREWS UNLESS OUTWARD FROM THE BUILDING. ) NOTED OTHERWISE. [4] TRIM SCREWS ARE LOCATED 24" ON ANY FIELD MODIFICATIONS ARE THE RE- CENTER UNLESS NOTED OTHERWISE. Enon h GMt SPONSIBILITY OF THE ERECTOR AND MBM Rothe cto IS NOT LIABLE FOR LABOR CHARGES NOR DAMAGES DUE TO ERROR. SECTION OF ENDWALL GIRT TO RAFTER Richard T. Smith PEI43541 102 Win Street Ste$212 Lagrange, Georgia Ph: (706) 8884814 ' %%%%%% %kr\ ' Stif '''''' '' '' ' isj ' • • • q"..• ‘.-N • See . 1.• • : No 3547 ••• BUCK STEEL, INC. * CUSTOMER: * / 449Y PORT OF PALM BEACH FCL CARGO TRANSFER FACILITY STATE OF ' US REVISIONS J00 No DATE: •• • US 2345 8/12 • ..** III 10/ lies,•• '9 R 9 • 6•4 RIVIERA BEACH, FL (EXPORT) sitts ,./oNALess% DRAWING FRAMING DETAILS SCALE. NONE %%%% %%%%%% (31 Drumm to: Lamm BY: CNCORD REVIEWED PAGE 5.4 JLG BHM By Word T Storgthaf 1:27 pm. Oct 11.2012 EFTA01079969 TRIM TABLE R F PLAN OSICIPAR LENGTH 1 D/F CAP 3'-0" 0 6O -O OUT -10-OUT OE STEEL 0 20' -O. Fry OrTAIL AT PANEL ENO & INTERIOR AA Ora Orr Q tall ialltd rall ROOF SHEETING PLAN MOMS: 24 GA. PBR - GALVMUME Richard T. Smith PE#42547 10214inSh00212 lagrange,GeorgiaPh:(706)888414 lll lll I lll lll ll l p.,BDTs lll llllll ..41 %l l ................. • ••• : No 43547 '"•* BUCK STEEL, INC. 2? GE = UL90 SCREW PATTERN. CUSG:MER: PORT OF PALM BEACH FCL CARGO TRANSFER FACILI TATE OF tin: • <1./ C-0" x 6'-0" OR NEXT NEAREST PURLIN Joe .0 k P.•••e. REVISIONS hl LOCAMit 2345 10/10/12 fi ‘°-**&-% (2) RIVIERA BEACH, FL (EXPORT) CRA-IG 14•10E: WALL ............ ROOF PANELS & TRIM NONE REVIEWED GRAVING DRAIN ro: CHEMED by, By Richard T Smith at 1:27pm, Oct 11,2012 PAGE 6 JLG BHM EFTA01079970 DIE-FORMED RIDGE CAP END LAP WITH CONTINUOUS TAPE SEAL -Y .., Y u -,- 212" SCREW SIDE LAP WITH fe- CU/O41PNTINSUE CONTINUOUS TAPE SEAL _ - TAPE SEAL _ Ct END LAP WITH #12 SCREW \- SIDE LAP CONTINUOUS TAPE SEAL LAP SCREW (30" O.C.) DETAIL AT PANEL END #12 SCREW (SEE DETAILS FOR LAYOUT) PANEL END WITH INSIDE CLOSURES 12" 12" LAP SCREW CONTINUOUS TAPE SEAL #12 SCREW SIDE LAP Sys >c DETAIL AT INTERIOR OF PANEL 1. Richard T. Smith 7 NOTES: [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. 9 11714G4 JK F77 4Th [3] TAPE SEAL MUST BE APPLIED WITH NO GAPS OR BREAKS. No 43547 ••• BUCK STEEL, INC. [4] #12 SCREWS ARE USED TO ATTACH THE PANEL TO THE PURLINS. #14 LAP SCREWS ARE USED AT THE PANEL-TO- PORT OF PALM BEACH FCL CARGO TRANSFER FACILITY •iCCE . STATE OF PANEL ATTACHMENTS. ALL FASTENERS ARE SELF -DRILLING. REVISIONS JOB NO: w S. I' '* z n't•'•÷S mom 2345 1 0/ 8/12 • • •. 9 R • • cl•s. (I) RIVIERA BEACH, FL (EXPORT) t,,,,,, N X %%%%%%,, 61 /6 ( 2) ORAMIG >INCE: ROOF PANEL DETAILS NONE ( 3) DRAINING NO: Cr: 000 SY: REVIEWED PAGE 6.1 JLG BHM By Richard T Smith at 1:27 pm. Oct 11, 2012 EFTA01079971 TRIM TABLE FRAME LINE A & E P (Cutter with 4 DOWNSPOUTS) O ID PART FL-73 2 O/5 CORN 16' LENGTH DETAIL TRIM_9 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 3,-7- TRIM_8 9 R HEAD 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 SIDEWALL SHEETING & TRIM: FRAME LINE A PANELS: 24 GA. PM - COLOR (Cutter with 4 00MSPOUTS) 4 4 4.• <• 4 4 4 4 '0 b to '0 ID IDI h I I 'n I O 0 b b '0 13 0 soI 6 6i I I I I i I I i i I I I .0 m b 10 1.0 -40 b 10 co 10 ID 10 m 9 to isl •- -0 .40 - b- To - o C' Richard T. Smith PE a 43547 102Vain Street Ste4212 Lapp, Georgia Ph. (706)881471 %%F, D. T a t,t, %% - • .77/) . 0.... • 0 1/41 N '96%.% #5, SIDEWALL SHEETING & TRIM: FRAME LINE E : • No 43547 • PANELS: 24 GA. PER - COLOR BUCK STEEL, INC. -— : PORT OF PALM BEACH FCL CARGO TRANSFER FACILITY Xi NO: ate REVISIONS 2345 1O/1O/12 (11 RIVIERA BEACH. FL (EXPORT) (2) DRAWN Wit SCAM SIDEWALL PANELS & TRIM NONE REVIEWED (3) DRYING ND OWN BY: OWED BY: PAGE 7 JLG 8HM By Richard T Smith at 1:27pm, Oct II, 2012 EFTA01079972 la -r L .I.J .1. 2" 2" LAP SCREW e -- EAVE STRUT LAP SCREW (30" O.C.) DETAIL AT PANEL END DETAIL AT HEADER/SILL DETAIL AT PARTIAL WALL 12" 12" #12 FOR (SEE DETAILS SCREW LAYOUT) I re.....„..--- LAP SCREW GIRT DETAIL AT INTERIOR OF PANEL BASE SUPPORT ti PANEL END WITH INSIDE CLOSURES (OPTIONAL) Richard T. Smith PEI 43547 SLAB 102 Win Street Sfe$212 Lagrange, Georgia Ph: (706)8884874 l llllllll lll lll ll lll Ts llll EiEL01.PI. e sdek llllllll .41/;. NOTES: SLAB ••"zoS•••..•\.•• 0 NSes•.• •• :". * •:• N 4354 • [1] METAL SHAVINGS MUST BE SWEPT FROM THE ROOF EACH DAY ater• * DURING ERECTION TO PREVENT SURFACE RUSTING. BUCK STEEL, INC. 77* [2] #12 SCREWS ARE USED TO ATTACH THE PANEL TO THE CUSTOMER: PORT OF PALM BEACH FCL CARGO TRANSFER FACILITY STATE OF cr PURLINS. #14 LAP SCREWS ARE USED AT THE PANEL-TO- REVISIONS JOB IC 2345 OAlt. PANEL ATTACHMENTS. ALL FASTENERS ARE SELF-DRILLING. wicam, 10/ 8/12 S * A•l : %4 O Ste;ti;•69 f! ... „.‘Ctss%s% (2) RIVIERA BEACH, FL (EXPORT) MAIMOMX. lllllll llllll [Si SIDEWALL PANEL DETAILS DRAM NONE comet REVIEWED PAGE 7.1 JLG BHM IC: 0 By Richard I Smith at 1:27pm. Oct II. 2012 EFTA01079973 01 N H L- 20.-0" TRI 2 0/S CORN 16'-2" TRI _ 3 RAKE TRM 20'-2" TRIM_3 4 PEAK BOX V-4" TRIM_4 1/2' 6 CT10 14'-1" TRIM_1 1 7 R JAMB 14'-r TRIM_8 8 CTI 0 12'-0" TRIM_10 9 R H 12'-3"_ TRIM 6 F 1 • 01 tn O so IC IC N ao Sc J O ENDWALL SHEETING & TRIM: FRAME LINE 1 PANELS: 24 C.A. PBR - COLOR Ql 112- " 121"T? Richard T. Smith PEI 43517 102 lain Street Ste$212 Lagrange, Georgia Ph: (706) U341874 ENDWALL SHEETING & TRIM: FRAME LINE 4 PANELS: 24 GA. PBR - COLOR ** E N s Ci • •• v . 11. • :,••*:: No 43547 BUCK STEEL, INC. — : • 41/5TOSIISR: PORT OF PALM BEACH FCL CARGO TRANSFER FACILITY STATE OF 1 REVISIONS • etiits;... • 9****** R1 ••• • %%% RIVIERA BEACH, FL (EXPORT) i;ION AL *** [2] mmmtwx. %% SCNI: ENDWALL PANELS & TRIM NONE REVIEWED DPAWNG No I DRAWN CM. CHECKED et ByRkhaulTS"Whatf:27mACtflt2012] PAGE 8 I JLG BHM EFTA01079974 0 Y 0 , RAKE SUPPORT 2„ . LAP SCREW 2,1 rr- .• Ng° LAP SCREW I/2 (30" 0.C.) DETAIL AT PANEL END DETAIL AT HEADER/SILL DETAIL AT PARTIAL WALL 12" 12" LAP SCREW #12 SCREW (SEE DETAILS FOR LAYOUT) #12 SCREW SIDE LAP GIRT DETAIL AT INTERIOR OF PANEL BASE SUPPORT PANEL END WITH INSIDE CLOSURES (OPTIONAL) Richard T. Smith PE141547 102 Win Street Ste$212 Lqwe,Georgia Ph: (706)8884874 SLAB tttttttttttttt ttttt t tttt t T 4; 4•• tc't*J 6I414( 1fr • ..6019°1 * No 43547 r 1/2 NOTES: STATE OF ikti [1] METAL SHAVINGS MUST BE SWEPT FROM THE ROOF EACH DAY O commit: * **. z DURING ERECTION TO PREVENT SURFACE RUSTING. PORT OF PALM BEACH FCL CARGO TRANSFER FACILITY t tttt tttttt [2] #12 SCREWS ARE USED TO ATTACH THE PANEL TO THE REVISIONS JOB NO: NOT, 10/ 8/12 '0049/ci4xcete PURUNS. #14 LAP SCREWS ARE USED AT THE PANEL- TO - DI LOCANON: RIVIERA BEACH, FL (EXPORT) REVIEWED PANEL ATTACHMENTS. ALL FASTENERS ARE SELF-DRILLING. [2) nctiow, SCALE By Richard T Smith at 1:27pm, Oct 11, 2012 ENDWALL PANEL DETAILS NONE L1 DRAWING PO Dame m: COED Ftt: PAGE 8.1 I JLG BHM EFTA01079975 EXD NOT INSTALL GUTTER WITH INSTALL GUTTER WITH OUTSIDE FACE PERPENDICULAR OUTSIDE FACE PERPENDICULAR TO THE GROUND. TO THE ROOF. Richard T Smith GUTTER I\STALLATION DETAIL BUCK STEEL, INC. CUSTOM: PORT OF PALM BEACH FCL CARGO TRANSFER FACILITY JOB Na DA1Er REVISIONS 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