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Home My WebLink AboutX 1 OF 28 VULCAN STEEL BUILDINGANCHOR BOLTS NOTES ANCHOR BOLTS ANCHOR BOLT SUMMARY SEE PLAN = 0d TR OUT CONCRETE Lo 5EE PLAN DUT TO OUT STEEL W W PROJECTION CONCRETE A• e i D • AND ANCHOR HO T PRnjFcTmN WALL PA1EL—� 112 x 1 1/4' SDS — INSIDE CLOSURE W/WASHER (6' O.C.) BASE ANGLE ? 2'x4'xl6GA FINISH FLODR ` 1/4' x P STD, BASE TRIM NAIL -IN ANCHOR (DTR) 2 36' O.G (BY OTHERS) BASE ANGLE WITH BASE TRIM AND BASE CLOSURES WITHOUT SHEETING NOTCH SLAB DEYON FINISHED FLOOR JAMB DEPTH 1-1r� SECTION 'A -A' 1'3�I FO.VIDTH I-3J4' d - 'A -A' w v v o TYP. OVERHEAD DOOR RECESS DETAIL MANUFACTURER RECOMMENDS USE OF STRAIGHT ROD ANCHOR BOLTS WITH NUT AND WASHER ON BOTH ENDS AS OPPOSED TO J—BOLTS OR ANCHOR BOLTS WITH HOOKS BECAUSE OF BETTER PERFORMANCE RESULTS IN CONCRETE FOUNDATIONS. THE TYPE OF BOLT USED FOR THE PROJECT SHALL BE DETERMINED BY THE FOUNDATION ENGINEER WITH THE BOLT STRENGTH MEETING OR EXCEEDING THAT OF AN ASTM F1554 GRADE 36 (MIN.) BOLT. ANCHOR BOLT PLAN NOTE: All Base Plates O 100'-0" (U.N.) * = 1-3/4' REVISI❑NS REV. I DESCRIPTI❑N, wrrLAI WAZOLIC SEE BUILDING PLANS 1 CONCRETE UNENFOR PROJECTION CONCRETE UNE� TTT 6 " TOTAL LENGTH DETERMINED BY FOUNDATION ENGINEER " 0 ANCHOR BOLTS SHALL BE ASTM F1554 GRADE 36 MIN. OR GRADE 55 y (27134-1�/ (27134-2) CV KEY PLAN E I FINAL ERECTI❑N EX] FOR C❑NSTRUCTI❑N E I FOR APPROVAL E I NOT C❑NSTRUCTI❑N VULCAN STEEL STRUCTURES, INC PROJECT MAVERICK BOATS ID 1 27134-1 PROJECT FORT PIERCE, FL 34946 Dia Proj Qty Locate (in) Type (in) 036 Jamb 5/8" F1554 3.00 020 Endwall 3/4" F1554 3.00 072 Frame 314" F1554 3.00 X 68 Frame 1 F1554 4.00 VANESSA L. BANKS P.E. FLORIDA P.E.# 83970 500 VULCAN PARKWAY ADEL, GA 31620 111111111111161110411j11 a1 r �i Nl e ,LJ E V y� • 471 ,re. No.839 .,o'. STATE OF � 0 NIAL`� s� ORIGINAL SIGNATURE REQUIRED/ RK DAVIS CONSTRUCTION CORP, ANCHOR BOLT PLAN DESIGN- VLS I DRAFT, vb I CHECK, JDR DATE1 3/25/21 I SHEET 1 OF 28 ANCHOR BOLTS NOTES MANUFACTURER RECOMMENDS USE OF STRAIGHT ROD ANCHOR BOLTS WITH NUT AND WASHER ON BOTH ENDS AS OPPOSED TO J—BOLTS OR ANCHOR BOLTS WITH HOOKS BECAUSE OF BETTER PERFORMANCE RESULTS IN CONCRETE FOUNDATIONS. THE TYPE OF BOLT USED FOR THE PROJECT SHALL BE DETERMINED BY THE FOUNDATION ENGINEER WITH THE BOLT STRENGTH MEETING OR EXCEEDING THAT OF AN ASTM F1554 GRADE 36 (MIN.) BOLT. ANCHOR BOLTS R/rLAf wn)"r.K JR BUILDING PLANS CONCRETE LINE PROJECTION t '• TOTAL LENGTH DETERMINED NN BY FOUNDATION ENGINEER •• VIr W/F1.AT W�ASNERRLIT ANCHOR BOLTS SHALL BE ASTM F1554 GRADE 36 MIN. OR GRADE 55 ANCHOR BOLT SUMMARY P(in) Oty Locate (in) Type O 32 Jamb 5/8" F1554 3.00 0 20 Endwall 3/4" F1554 3.00 0 84 Frame 3/4" F1554 3.00 X 68 Frame 1 F1554 4.00 50 -OSTEEL WNE TO 9 ] 3 4 5 G a 1 (27134-3) 5'-D" 5'- 25'-0' 25'-0" 9 25'-6' - O 5'-- " 25'- ' 4 5'-D" 20'-0" T STEEL LINE-- 10 tO 10 m ° i° in STEEL LINE z Y. yy p j p 2 2 T p Low Eave 2" 12»"X-Braain 2' i» 2" » 2' I2" 2. 2• 2• »%-Bna°ih 2" T" 2" T" 2" 2" T" 12" 1" 2" »X-Bwcln 2" •2" 2' f m G H H H H N N H H H N N H H W N IN H H IN I E E E E E E E E E E E E E E E F Gas sI H I H C +'-8" F o LH c s B 4" 0 9 6 83 �2 •I r- (27134-2) 13 . B3 _ I A - A h x I'r) SEE PLAN OUT TO OUT CONCRETE SEE PLAN OUT TO OUT STEEL w 7 w CONCRETE PROJECTION . • d . 4 ' BOLT PROJECTION EDGE AND ANCHOR I VALL r'Nirl- #12 x 1 1/4' SDS INSIDE CLOSURE V/VASHER (6' OW BASE ANGLE 2\ I - L 2'x4'xI6GA BRSYEI FLOOR !•' + x,IM STD. BASE TRIM NAILIL AANCHOR (DTR) E N' OC. OlY OTHERS) BASE ANGLE VDTs BASE TRIM AND BASE CLOSURES VITHOUT SHEETING NOTCH AT SLAB WITHOUT NOTCH SLAB BEYCIN FINISHED FLOOR JANB DEPTH F 7-SECTION 1/2' 'A -A' 1-334' FX WIDTH 1-3_r4' I 'A -A' w O � O o o TYP. OVERHEAD DMR RECESS EIAIL ANCHOR BOLT PLAN NOTE: All Base Plates O 100'-0' (U.N.) REVISIONS REV. FLIESCRIPTION, (27134-1) V/Z1_/// X N v KEY PLAN I I FINAL ERECTION CXI FOR C❑NSTRUCTION I I FOR APPROVAL I I NOT CONSTRUCTI❑N VULCAN STEEL STRUCTURES, INC PROJECT NAVERICK BOATS VANESSA L. BANKS P.E. FLORIDA P.E.# 83970 500 VULCAN PARKWAY ADEL, GA 31620 * : 1U0. # 970 '. STATE OF •S R 10 P'• <410 My ►Y,� L G� ►1y� o lf� r2-QORIGINAL SIGNATURE RIIEgU1R>0 RK DAVIS CONSTRUCTION CORP. 4NEHDR BOLT PLAN ID 1 27134-2 1 DESIGNi VLB I DRAFTi vb I CHECKi JDR PROJECT DATE13/25/21 SHEET 2 OF 28 FORT PIERCE, FL 34946 Dia= 3/4" SW ® 1'-0 1 4" N I I00 ■ DETAIL A Dia= 3/4" a- Vl N IN m � � DETAIL B Dia= 3/4" IN a IL �� N I I O ■ m �I DETAIL C Dia= 3/4" —I 4" —I— 4" 2" 2- 1 1--4-- 1 DETAIL D Dia= 3/4" 8„ Dia= 5/8" Dia= 1" Dia= 3/4" $„ # 10„ C I N 4„ a 41/4" rn O �{ xlx 4" is 4., 0 4" 3„ —I— O I x x --1 2" 2" 8" L —. SW — I — n � 2" 2" SW 1 3/4" 2" 2" See Plan See Plan See Plan See Plan O DETAIL E DETAIL N DETAIL M DETAIL A3 Dia= 3/4" 8„ Dia= 1" Dia= 3/4" $„ 101. o 4„ x x ■ 4" 4" 3" l— � 3x x II 1I II v m 2" 2" SW 2„ to See Plan See PlanSee Plan See Plan DETAIL F DETAIL J DETAIL B3 01a= 3/4" 8„ Dia= 1" 10.1 a R 1� 4.. X f X 5 1 /8" rn —I— 4., 1 x x 4" 2" 2" 8 SW 2 2" " I-4— Sea I e Eign DETAIL G DETAIL K Dia= 5/8" Dia, I" 0 a C,. m O o M sw N DETAIL H x x 4" 4„ x I x 4" a 2" 2" See Plan See Pan DETAIL L REVISIONS RE V7F 0ESCRIPTIONi KEY PLAN M 27134 �2)/ M r N E I FINAL ERECTION EXJ FOR CONSTRUCTION E I FOR APPROVAL E I NOT CONSTRUCTI❑N VULCAN STEEL STRUCTURES, INC PROJECT MAVERICK BOATS ID 87134 PROJECT FORT PIERCE, FL 34946 ADDRESS VANESSA L. BANKS P.E. FLORIDA P.E.# 83970 500 VULCAN PARKWAY ADEL, GA 31620 LA No.83970 ,o STATE OF OR f 8,414*65%'60" yh �q ORIGINAL SIGNATURE REp 1�E �� a� RK DAVIS CONSTRUCTION CORP. ANCHOR DOLT DETAILS Di:SIGN, VLH I DRAFTi wb I CHECK? JDR FRAME LINES: 1 0 F E C 8 0 I COLUMN LINE II `I IV ENDWALL COLUMN: BASIC COLUMN REACTIONS (k ) Wind Wind Frrn Col Dead Press Suct E1PAT-LL-1- E1PAT_LL-2- E1PAT_L__3- E1PAT-LL-4- E1PAT_L__5- Une Line Vert Harz Harz Harz Vert Harz Vert Harz Vert Harz Vert Harz Vert 1 F • -16.4 18.1 0.0 6.9 0.0 2.7 0.0 -0.3 0.0 0.1 0.0 3.2 1 E • -17.7 19.5 0.0 2.8 0.0 6.7 0.0 2.8 0.0 -0.3 0.0 2.9 1 C * -18.9 20.8 0.0 -0.3 0.0 2.8 0.0 6.7 0.0 2.7 0.0 2.9 1 B * -20.1 22.2 0.0 0.1 0.0 -0.3 0.0 2.7 0.0 7.0 0.0 3.3 1 A 1.0 -10.8 12.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Frtn Col E1PAT_LL-6- Une Line Harz Vert 1 F 0.0 3.3 1 E 0.0 2.9 1 C 0.0 2.8 1 B 0.0 3.3 1 A 0.0 0.0 Wind Wind Wind Wind Frtn Col Dead Collat ---Live--- Leftl Rightl Left2 Right2 Wind -Press Wind_Suct Une Line Vert Vert Harz Vert Vert Vert Vert Vert Harz Vert Hon Vert 35 A 1.3 0.8 0.2 2.4 -8.3 -8.3 -8.3 -8.3 -10.2 -8.4 13.0 -5.9 35 B 1.8 1.4 0.4 3.3 -13.7 -13.7 -13.7 -13.7 -20.4 -13.8 22.5 -10.2 35 C 1.7 1.4 0.4 3.3 -13.7 -13.7 -13.7 -13.7 -19.2 -13.8 21.2 -10.2 35 E 1.3 0.8 0.2 2.4 -8.3 -8.3 -8.3 -8.3 -17.0 -8.4 19.6 -5.9 35 F 1.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -1 6.3 0.0 18.0 0.0 Wind Wind Frtn Col Long Long2 Une Line Vert Vert 35 A -8.4 -1.9 35 B -13.8 1.9 35 C -13.8 1.9 35 E -8.4 -1.9 35 F 0.0 0.0 *See Rigid Frame Interior Column Reactions WING BRACING REACTIONS t Reactions(k ) Panel Shear Yall - Col -Wind - -Seismic- (lb7h) Une Une Harz Vert Harz Vert Wind Seis Note 1 (h I A 35 ((f r hJ A G 33.32 6.6 6.9 1.7 1.8 27.26 6.6 6.9 1.7 1.8 21,20 6.6 6.9 1.7 1.8 15.14 6.6 6.9 1.7 1.8 9.8 6.6 6.9 1.7 1.8 4,3 6.6 6.9 1.7 1.8 acln loads urn applied to adjacent building old game at ondwall DESIGN LOAD DEFINITIONS E LINES: 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 20 29 30 31 32 33 34 35 T- COLUMN LINE H T--- IV IV RIGID FRAME: ANCHOR BOLTS & BASE PLATES Frm Col Anc._Bolt Base -Plate (inj Elev. Line Une Qty Dia Width Length Thick (in) 1 G 4 0.750 8.000 12.00 0.500 0.0 1 F 4 0.750 8.000 12.50 0.500 0.0 1 E 4 0.750 8.000 12.50 0.500 0.0 1 C 4 0.750 8.000 12.50 0.500 0.0 1 B 4 0.750 8.000 12.50 0.500 0.0 RIGID FRAME: ANCHOR BOLTS & BASE PLATES Frm Col Anc.-Bolt Base -Plate (in) Elev. Line Une Qty Dia Width Length Thick (in) 2* G 4 0.750 8.000 12.25 0.625 0.0 2* f] 4 1.000 10.00 10.00 1.000 0.0 2* Frame lines: 2 3 4 5 6 7 8 9 10 11 12I RIGID FRAME: ANCHOR BOLTS & BASE PLATES f Frm Col Anc.-Bolt Base -Plate (in Elev. Line Une Qty Dia Width Length Thick (in) 13 G 4 0.750 8.000 12.25 0.500 0.0 13 D 4 1.000 10.00 10.00 1.000 0.0 RIGID FRAME: ANCHOR BOLTS & BASE PLATES Frm Col Anc._Bolt Base -Plate (in Elev, Une Line Qty Dia Width Length ick (in) 19 G 4 0.750 8.000 12.25 0.500 0.0 19 D 4 1.000 10.00 14.25 1.000 0.0 RIGID FRAME: ANCHOR BOLTS & BASE PLATES Frm Col Anc._Bolt Base -Plate (in) Elev. Une Line Qty Dia Width Length Thick (in) 20* G 4 0.750 8.000 12.25 0.625 0.0 20* D 4 1.000 10.00 14.25 1.000 0.0 20* Frame lines: 20 21 22 RIGID FRAME: ANCHOR BOLTS &BASE PLATES Frm Col Anc._Bolt Base -Plate (in Elev, Une Une Qty Dia Width Length ick (in 23* G 4 0.750 8.000 12.25 0.625 0.0 23* D 4 1.000 10.00 14.25 1.000 0.0 23* Frame lines: 23 24 25 26 27 28 29 30 31 RIGID FRAME: ANCHOR BOLTS & BASE PLATES RIGID FRAME: ANCHOR BOLTS & BASE PLATES Frm Col Anc._Bolt Base -Plate (in) Elev. Thick Frm Col Anc._Bolt Bose_Plate (In Elev. Line Une Qty Dia Width Length (in) Une Line Qty Dia Width Length ick (in) - 14 G 4 0.750 8.000 12.25 0.625 0.0 32 G 4 0.750 8.000 12.50 0.625 0.0 14 D 4 1.000 10.00 10.00 1.000 0.0 32 D 4 1.000 10.00 12.00 1.000 0.0 RIGID FRAME: ANCHOR BOLTS & BASE PLATES Frm Col Anc._Bolt Base -Plate (in) Elev. Line Une Qty Dia Width Length Thick (in) 15* G 4 0.750 8.000 12.25 0.625 0.0 15* D 4 1.000 10.00 10.00 1.000 0.0 151 Frame lines: 15 16 17 18 RIGID FRAME LOAD CASE DEFINITIONS Wind_L1/Wlnd_R1 = Lateral wind load from the left/right with a negative Internal pressure coefficient. Wlnd_L2/Wlnd_R2 = Lateral wind load from the left/right with a positive Internal pressure coefficient. Wlnd_Lnl = Longitudinal wind load with a negative Internal pressure coefficient, Wlnd_Ln2 = Longitudinal wind load with a positive Internal pressure coefficient, Selsmic_L/Selsmlc_R = Lateral Seismic load from left/right, LWIND#_L#E/ LWIND#_R#E = Longltudinal wind toads for edge zones. F#UNB_SL_L/ F#UNB-SL_R = Unbalanced roof snow load with wind from the left/right, F#PAT_LL # = Pattern live load for continuous beam systems, 'Note, Bracing reactions are not already Included In combination with any other load but must be added to basic reactions as desired by the foundation designer.' Collat = Collateral Load Endwatt Load Case Definitions Rafter Wind_L/ Rafter Wlnd_R = Lateral wind load from the left/right, Brace Wlnd_L/ Brace Wlnd_R = Lateral wind load from the left/right with the bracing loads added, Wlnd_P/Wlnd_S = Wind Pressure/Suction due to Longitudinal. wind. Wlnd_Ln# = Longitudinal, wind load on the roof, Selsmlc_L/Seismlc_R = Lateral Seismic load from left/right, E#UNB_SL_L/ E#UNB_SL_R = Unbalanced roof snow load with wind from the left/right, E#PAT_LL # = Pattern live load for continuous beam systems, {WIND#_L/LWIND#_R = Longitudinal wind loads for edge zones, REVISIONS REV, I DESCRIPTION, RIGID FRAME: ANCHOR BOLTS & BASE PLATES Frm Col Anc.-Bolt Base.,.Plata (in Elev. Une Line Qty Dia Wldth Length hick (in) 33* G 4 0.750 8.000 12.50 0.625 0.0 33* D 4 1.000 10.00 12.00 1.000 0.0 33* Frame lines: 33 34 RIGID FRAME: ANCHOR BOLTS & BASE PLATES Frm Col Anc.-Bolt Base -Plate (in Elev. Une Line Qty Dia Width Length ick (in) 35 G 4 0.750 8.000 12.25 0.500 0.0 35 D 4 1.000 10.00 12.50 1.000 0.0 ENDWALL COLUMN: ANCHOR BOLTS & BASE PLATES Frm Col Anc.-Bolt Base -Plate (in) Elev. Une Una Oty Diu Width Length Thick (in) 1 F 4 0.750 8.000 12.50 0.500 0.0 1 E 4 0.750 8.000 12.50 0.500 0.0 1 C 4 0.750 8.000 12.50 0.500 0.0 1 8 4 0.750 8.000 12.50 0.500 0.0 1 A 4 0.750 8.000 12.25 0.500 0.0 35 A 4 0.750 8.000 12.25 0.500 0.0 35 B 4 0.750 8.000 12.50 0.500 0.0 35 C 4 0.750 8.000 12.50 0.500 0.0 35 E 4 0.750 8.000 12.50 0.500 0.0 35 F 4 0.750 10.00 12.00 0.500 0.0 GENERAL NOTES (1.) APPLICATION OF ENGINEERS SEAL IS FOR METAL BUILDING ONLY AND DOES NOT REPRESENT THE PROFESSIONAL OF RECORD. (2. FOUNDATION DESIGN AND CONSTRUCTION ARE NOT THE RESPONSIBILITY OF THE M AL BUILDING MANUFACTURER. (3.) ANCHOR BOLTS SHALL BE ACCURATELY SET TO A TOLERANCE OF +/- 1/8" IN BOTH ELEVATION AND LOCATION. (4.) THE BUILDING REACTION DATA REPORTS THE LOADS WHICH THIS BUILDING PLACES ON THE FOUNDATION. THE FOUNDATION IS TO BE DESIGNED BY A QUAUFIED ENGINEER TO SUPPORT THE BUILDING REACTIONS IN ADDITION TO OTHER LOADS IMPOSED BY THE BUILDING USE OR OCCUPANCY WITH RESPECT TO JOB SITE CONDITIONS. (5.) ALL ANCHOR BOLTS TO BE ASTM F1554 GRADE 36 MIN. OR GRADE 55 (UNLESS NOTED) (6.) VALUES GIVEN FOR BENDS AND ANCHOR BOLT TOTAL LENGTHS ARE SUGESTED LENGTHS ONLY. IT IS THE RESPONSIBILITY OF THE FOUNDATION ENGINEER TO DETERMINE THESE VALUES SINCE THEY ARE A FUNCTION OF CONCRETE STRENGTH AS WELL AS OTHER FACTORS. (7.) WIND REACTIONS ARE BASED ON Vult. M r�2'7 /1 /34-,1(2/71/34/-/2}�/ � N KEY PLAN C I FINAL ERECTION CXI FOR C❑NSTRUCTI❑N C I FOR APPROVAL C I OTHER, EXPLAIN VULCAN STEEL STRUCTURES, INC ID 1 27134 PROJECT IFORT PIERCE, FL 34946 ADDRESS VANESSA L. BANKS P.E. FLORIDA P.E.# 83970 500 VULCAN PARKWAY ADEL, GA 31620 If 1111 it/•r/t+*'r GE No. a3970 �9¢ ; • STATE OF :Q , r�ru••n►1*Wilt•+** ORIGINAL SIGNATURE REQUIRED RK DAVIS CONSTRUCTION CORP. ANCHOR BOLT DETAILS & REACTIONS DESIGN, VLB DRAFT, vb I CHECK, JDR DATE,3/17/21 1 SHEET 4 RIGID FRAME: BASIC COLUMN REACTIONS (k ) Frame Column ----- Dead -----Collateral- ----- Live ------ Wind_Leftl--Wind_Rightl---Wind_Left2- Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 1 G 0.0 1.0 0.0 0.8 0.0 1.7 -4.2 -9.0 5.7 -6.0 -7.5 -6.0 1 A 0.0 0.6 0.0 0.8 0.0 1.6 4.9 -8.5 11.6 -4.1 -1.5 -6.5 1 F 0.0 2.4 0.0 2.2 0.0 4.3 0.0 -24.3 0.0 -13.6 0.0 -17.4 1 E 0.0 2.3 0.0 2.0 0.0 3.9 0.0 -21.9 0.0 -12.5 0.0 -15.5 1 C 0.0 2.5 0.0 1.9 0.0 3.8 0.0 -21.6 0.0 -12.3 0.0 -15.4 1 B 0.0 2.8 0.0 2.2 0.0 4.5 0.0 -25.1 0.0 -14.3 0.0 -17.9 Frame Column -Wind_Right2---Wind_Longl---Wind_Long2--Seismic-Left Seismic -Right F1PAT_LL_1- Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 1 G 2.3 -2.9 6.1 -10.1 6.2 -6.0 0.0 0.0 0.0 0.0 0.0 1.6 1 A 5.2 -2.1 16.1 -7.5 12.1 -4.0 -0.4 0.0 0.4 0.0 0.0 0.0 1 F 0.0 -6.7 0.0 -24.0 0.0 -13.6 0.0 0.0 0.0 0.0 0.0 4.6 1 E 0.0 -6.2 0.0 -22.0 0.0 -12.5 0.0 0.0 0.0 0.0 0.0 1.9 1 C 0.0 -6.0 0.0 -21.6 0.0 -12.3 0.0 0.0 0.0 0.0 0.0 -0.2 1 B 0.0 -7.0 0.0 -25.1 0.0 -14.3 0.0 0.0 0.0 0.0 0.0 0.1 Frame Column F1 PAT_LL-2- F1 PAT_LL_3- F1 PAT_LL_4- F1 PAT-LL_5- F1 PAT_LL-6- Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 1 G 0.0 -0.2 0.0 0.0 0.0 0.0 0.0 1.9 0.0 -0.2 1 A 0.0 0.0 0.0 -0.1 0.0 1.5 0.0 1.8 0.0 -0.2 1 F 0.0 1.9 0.0 -0.2 0.0 0.1 0.0 2.0 0.0 2.2 1 E 0.0 4.5 0.0 1.9 0.0 -0.2 0.0 2.0 0.0 1.9 1 C 0.0 1.9 0.0 4.5 0.0 1.8 0.0 1.9 0.0 1.9 1 B 0.0 -0.2 0.0 1.9 0.0 4.7 0.0 2.2 0.0 2.2 Frame Column ----- Dead -----Collateral- ----- Live ------ Wind_Leftl- -Wind_Rightl---Wind_Left2- Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 2* G 0.5 2.9 1.9 7.6 1.5 7.4 -9.3 -28.4 3.6 -19.8 -12.5 -15.3 2* A -0.5 2.0 -1.9 5.4 -1.5 6.5 13.2 -24.6 21.7 -14.6 -2.2 -15.1 2* D 0.0 8.4 0.0 18.2 0.0 23.6 0.0 -92.9 0.0 -57.8 0.0 -55.1 Frame Column-Wind_Right2---Wind_Longl- --Wind_Long2- -Seismic-Left Seismic -Right F2PAT_LL_1- Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 2* G 0.4 -6.7 4.0 -31.0 6.1 -20.3 0.0 0.0 0.0 0.0 2.5 9.4 2* A 6.4 -5.1 31.9 -23.3 25.2 -14.4 -0.6 0.0 0.6 0.0 -2.5 -1.6 2* D 0.0 -20.0 0.0 -91.6 0.0 -57.5 0.0 0.0 0.0 0.0 0.0 10.9 Frame Column F2PAT_LL_2- Line Line Horiz Vert 2* G -1.0 -2.0 2* A 1.0 8.1 2* D 0.0 12.7 Frame Column ----- Dead -----Collateral- ----- Uve------ Wind_Leftl--Wind_Rightl---Wind_Left2- Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 13 G 0.4 2.8 0.7 3.6 1.3 7.3 -8.5 -27.7 3.9 -19.5 -11.8 -14.8 13 A -0.4 2.0 -0.7 3.4 -1.3 6.4 12.4 -24.5 21.4 -14.5 -2.8 -15.1 13 D 0.0 8.6 0.0 12.0 0.0 23.8 0.0 -93.7 0.0 -58.2 0.0 -55.7 Frame Column-Wind_Right2---Wind_Longl- --Wind_Long2- -Seismic-Left Seismic -Right -F3CRANEAI- Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 13 G 0.6 -6.6 4.5 -30.5 6.4 -20.0 0.0 0.0 0.0 0.0 3.2 12.6 13 A 6.2 -5.1 31.3 -23.1 25.0 -14.3 -0.6 0.0 0.6 0.0 -5.1 -1.9 13 D 0.0 -20.2 0.0 -92.3 0.0 -57.9 0.0 0.0 0.0 0.0 0.0 8.4 Frame Column-F3CRANEA2- F3PAT_LL_1- F3PAT_LL_2- -F3CRANEA3- -F3CRANEA4- Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 13 G 3.2 11.8 2.4 9.5 -1.1 -2.2 1.5 8.5 1.6 3.7 13 A -1.3 -1.6 -2.4 -1.5 1.1 7.9 -2.5 -0.6 -0.6 -1.1 13 D 0.0 9.0 0.0 10.7 0.0 13.0 0.0 1.6 0.0 7.1 Frame Column -----Dead-----Collateral- ----- Uve------ Wind_Leftl--Wind_Rightl---Wind_Left2- Una Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 14 G 0.5 3.0 0.8 3.9 1.5 7.8 -9.4 -29.7 3.3 -20.8 -12.4 -15.9 14 A -0.5 2.2 -0.8 3.4 -1.5 6.8 13.3 -26.0 22.0 -15.6 -2.3 -15.8 14 D 0.0 8.5 0.0 11.5 0.0 22.9 0.0 -90.2 0.0 -55.8 0.0 -53.8 Frame Column-Wind_Right2---Wind_Longl- --Wind_Long2--Seismic-Left Seismic -Right -F4CRANEAI- Line Una Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 14 G 0.4 -7.0 3.5 -32.6 5.8 -21.4 0.0 0.0 0.0 0.0 3.1 12.4 14 A 6.4 -5.5 32.3 -24.8 25.6 -15.4 -0.6 0.0 0.6 0.0 -5.0 -2.0 14 D 0.0 -19.4 0.0 -88.5 0.0 -55.5 0.0 0.0 0.0 0.0 0.0 8.7 Frame Column-F4CRANEA2- F4PAT_LL_1- F4PAT_LL_2- -F4CRANEA3- -F4CRANEA4- -F4CRANEA5- Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 14 G 3.1 11.6 2.3 9.3 -0.7 -1.5 1.5 8.5 1.5 3.5 -0.1 -0.2 14 A -1.2 -1.7 -2.3 -1.6 0.7 8.4 -2.4 -0.6 -0.5 -1.2 -0.9 1.7 14 D 0.0 9.3 0.0 11.0 0.0 11.9 0.0 1.7 0.0 7.3 0.0 11.1 Frame Column-F4CRANEA6- -F4CRANEA7- -F4CRANEAB- Line Line Horiz Vert Horiz Vert Horiz Vert 14 G -0.6 -1.2 -0.6 -1.2 -0.2 -0.4 14 A -0.4 3.8 -0.4 6.5 -0.8 9.9 14 D 0.0 10.0 0.0 7.2 0.0 3.0 Frame Column -----Dead-----Collateral- ----- Live -----Wind_LaftI- -Wind_Rightl---Wind_Left2- Line Una Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 15* G 0.4 2.9 0.6 3.6 1.1 7.2 -7.7 --27.5 4.1 -19.5 -11.2 -14.6 15* A -0.4 2.1 -0.6 3.3 -1.1 6.5 11.6 -24.7 21.2 -14.6 -3.5 -15.2 15* D 0.0 8.8 0.0 11.9 0.0 23.8 0.0 -93.7 0.0 -58.2 0.0 -55.7 Frame Column-Wind_Right2- --Wind_Longl---Wind_Long2- -Seismic-Left Seismic -Right -F5CRANEAI- Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 15* G 0.7 -6.5 4.9 -30.4 6.5 -20.0 0.0 0.0 0.0 0.0 4.7 18.9 15* A 6.1 -5.1 30.9 -23.3 24.8 -14.3 -0.6 0.0 0.6 0.0 -7.5 -2.5 15* D 0.0 -20.2 0.0 -92.2 0.0 -57.9 0.0 0.0 0.0 0.0 0.0 11.9 Frame Column-F5CRANEA2- F5PAT_H 1- F5PAT_LL_2- -F5CRANEA3- -F5CRANEA4- -F5CRANEA5- Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 15* G 4.7 17.7 2.2 9.6 -1.0 -2.4 1.3 8.5 1.5 3.8 1.8 6.0 15* A -1.8 -2.0 -2.2 -1.2 1.0 7.7 -2.3 -0.5 -0.5 -0.9 -0.9 -0.8 15* D 0.0 12.7 0.0 10.4 0.0 13.4 0.0 1.6 0.0 6.7 0.0 4.3 Frame Column -----Dead-----Collateral- ----- Live -------- Floor ------ Wind_Leftl--Wind_Rightl- Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 19 G 0.4 2.9 0.6 3.6 1.1 7.2 0.0 0.0 -7.7 -27.5 4.2 -19.5 19 A -0.4 2.1 -0.6 3.3 -1.1 6.5 -2.0 -0.2 11.6 -24.7 21.2 -14.6 19 D 0.0 9.7 0.0 11.9 0.0 23.8 2.0 100.1 0.0 -93.7 0.0 -58.2 Frame Column--Wind_Left2--Wind_Right2- --Wind_Longl- --Wind_Long2--Seismic-Left Seismic -Right Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 19 G -11.2 -14.6 0.7 -6.5 4.9 -30.4 6.5 -20.0 0.0 0.0 0.0 0.0 19 A -3.5 -15.2 6.1 -5.1 30.9 -23.2 24.8 -14.3 -0.6 0.0 0.6 0.0 19 D 0.0 -55.7 0.0 -20.2 0.0 -92.3 0.0 -57.9 0.0 0.0 0.0 0.0 Frame Column-F5CRANEAI- -F5CRANEA2- F5PAT_LL_1- F5PAT_LL_2- -F5CRANEA3- -F5CRANEA4- Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 19 G 4.7 18.9 4.7 17.7 2.2 9.6 -1.1 -2.4 1.3 8.5 1.5 3.8 19 A -7.5 -2.5 -1.8 -2.1 -2.2 -1.2 1.0 7.7 -2.3 -0.5 -0.5 -0.9 19 D 0.0 11.9 0.0 12.7 0.0 10.4 0.0 13.4 0.0 1.6 0.0 6.7 Frame Column-F5CRANEA5- Line Una Horiz Vert 19 G 1.8 6.0 19 A -0.9 -0.8 19 D 0.0 4.3 RIGID FRAME: BASIC COLUMN REACTIONS (k ) Frame Column ----- Dead --- --Collateral- ----- Live -------- Floor------Wind_.Leftl- -Wind_Rightl- Line Line Horiz Vert Horiz Vert Horiz Vert Hariz Vert Horiz Vert Horiz Vert 20* G 0.4 2.9 0.6 3.6 1.1 7.2 0.0 0.0 -7.7 -27.5 4.2 -19.5 20* A -0.4 2.1 -0.6 3.3 -1.1 6.5 -2.0 -0.2 11.6 -24.7 21.2 -14.6 20* D 0.0 9.7 0.0 11.9 0.0 23.8 2.0 100.1 0.0 -93.7 0.0 -58.2 Frame Column--Wind_Left2--Wind_Right2---Wind_Longl---Wind_Long2--Seismic-Left Seismic -Right Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 20* G -11.2 -14.6 0.7 -6.5 4.9 -30.4 6.5 -20.0 0.0 0.0 0.0 0.0 20* A -3.5 -15.2 6.1 -5.1 30.9 -23.2 24.8 -14.3 -0.6 0.0 0.6 0.0 20* D 0.0 -55.7 0.0 -20.2 0.0 -92.3 0.0 -57.9 0.0 0.0 0.0 0.0 Frame Column F7PAT_H 1- F7PAT_LL-2- Line Line Horiz Vert Horiz Vert 20* G 2.2 9.6 -1.1 -2.4 20* A -2.2 -1.2 1.0 7.7 20* D 0.0 10.4 0.0 13.4 Frame Column ----- Dead -----Collateral- ----- Uve-------- Floor ------ Wind_Leftl--Wind_Rightl- Une Una Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 23* G 0.4 2.9 0.6 3.6 1.1 7.2 0.0 0.0 -7.7 -27.5 4.2 -19.5 23* A -0.4 2.1 -0.6 3.3 -1.1 6.5 -2.0 -0.2 11.6 -24.7 21.2 -14.6 23* D 0.0 9.7 0.0 11.9 0.0 23.8 2.0 100.1 0.0 -93.7 0.0 -58.2 Frame Column--Wind_Left2--Wind_Right2---Wind_Longl---Wind_Long2--Seismic--Left Seismic -Right Line Una Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 23* G -11.2 -14.6 0.7 -6.5 4.9 -30.4 6.5 -20.0 0.0 0.0 0.0 0.0 23* A -3.5 -15.2 6.1 -5.1 30.9 -23.2 24.8 -14.3 -0.6 0.0 0.6 0.0 23* D 0.0 -55.7 0.0 -20.2 0.0 -92.3 0.0 -57.9 0.0 0.0 0.0 0.0 Frame Column-F8CRANEAI- -F8CRANEA2- FBPAT_LL_t- F8PAT_LL-2- -F8CRANEA3- -F8CRANEA4- Une Una Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 23* G 4.0 17.7 4.0 16.6 2.2 9.6 -1.1 -2.4 2.0 12.5 1.9 4.6 23* A -6.9 -2.4 -1.2 -1.9 -2.2 -1.2 1.0 7.7 -3.4 -0.7 -0.4 -1.3 23* D 0.0 13.0 0.0 13.7 0.0 10.4 0.0 13.4 0.0 2.4 0.0 10.9 Frame Column -----Dead-----Collateral- ----- Uve------ Wind_Leftt- -Wind-tights- Wind_L.eft2- Una Una Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 32 G 0.5 3.4 0.8 3.7 1.5 7.5 -9.3 -28.5 3.7 -19.8 -12.5 -15.5 32 A -0.5 2.1 -0.8 3.3 -1.5 6.5 13.2 -24.8 21.6 -14.6 -2.1 -15.3 32 D 0.0 8.8 0.0 11.8 0.0 23.5 0.0 -92.6 0.0 -57.9 0.0 -54.8 Frame Column-Wind_Right2- --Wind_Longl- --Wind-Long2--Seismic-Left Seismic -Right -F9CRNAM_1- Une Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 32 G 0.5 -6.7 4.1 -30.9 6.2 -20.2 0.0 0.0 0.0 0.0 2.9 25.0 32 A 6.3 -5.1 31.8 -23.3 25.1 -14.3 -1.0 0.0 1.0 0.0 -5.5 -0.5 32 D 0.0 -20.0 0.0 -91.7 0.0 -57.7 0.0 0.0 0.0 0.0 -1.1 7.6 Frame Column-F9CRNAM_2- -F9CRNAM_3- -F9CRNAM_4- -F9CRANEA5- -F9CRANEA6- -F9CRANEA7- Une Una Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 32 G 3.7 24.6 0.6 7.6 1.4 7.2 5.3 18.6 5.3 17.4 2.6 12.9 32 A -0.2 -0.1 -2.2 -0.2 3.1 0.3 -8.2 -2.3 -2.5 -1.8 -4.0 -0.7 32 D 0.2 7.6 -2.1 24.7 -0.8 24.6 0.0 12.1 0.0 12.8 0.0 2.0 Frame Column-F9CRANEA8- F9PAT_LL_1- F9PAT_LL_2- Une Una Horiz Vert Horiz Vert Horiz Vert 32 G 2.7 5.6 2.9 10.0 -1.4 -2.6 32 A -4.1 -1.6 -2.9 -1.2 1.4 7.7 32 D 0.0 10.1 0.0 9.9 0.0 13.6 Frame Column -----Dead-----Collateral- ----- Live ------ Wind_Leftl--Wind_Mghtl---Wind_Left2- Line Una Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 33* G 0.6 3.4 0.9 3.8 1.8 7.6 -10.6 -29.0 3.3 -19.9 -13.6 -15.9 33* A -0.6 2.0 -0.9 3.2 -1.8 6.4 14.5 -24.5 22.0 -14.5 -1.0 -15.1 33* D 0.0 8.4 0.0 11.8 0.0 23.5 0.0 -92.4 0.0 -57.9 0.0 -54.5 Frame Column -Wind-Right2- --Wind_Longl- --Wind_Long2- -Seismic-Left Seismic -Right F10CRNAM_1- Line Una Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Hartz Vert 33* G 0.3 -6.7 3.4 -31.1 5.9 -20.3 0.0 0.0 0.0 0.0 2.9 25.1 33* A 6.5 -5.1 32.5 -23.1 25.4 -14.2 -0.9 0.0 0.9 0.0 -5.5 -0.5 33* D 0.0 -20.0 0.0 -91.7 0.0 -57.8 0.0 0.0 0.0 0.0 -1.1 7.6 Frame Column F10CRNAM_2- F10CRNAM_3- F10CRNAM_4- F10PATLL_1- F10PATLL.2- Una Una Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 33* G 3.8 24.7 0.6 7.6 1.4 7.2 3.2 9.9 -1.4 -2.3 33* A -0.3 -0.1 -2.1 -0.2 3.0 0.3 -3.2 -1.5 1.4 8.0 33* D 0.2 7.5 -2.1 24.7 -0.8 24.6 0.0 10.4 0.0 13.1 Frame Column -----Dead-----Collateral- ----- Live ------ Wind_Leftt--Wind_Rightl- --Wind_Left2- Une Una Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 35 G 0.3 2.1 0.4 2.0 0.8 3.9 -8.1 -20.8 2.5 -13.5 -9.8 -13.9 35 A -0.3 1.6 -0.4 2.5 -0.8 5.8 -0.5 -27.7 24.1 -18.4 -8.5 -22.8 35 D 0.0 5.6 0.0 6.3 0.0 12.5 0.0 -70.3 0.0 -39.1 0.0 -50.3 Frame Column-Wind_Right2- --Wind_Longt---Wind_Long2- -Seismic-Left Seismic -Right FIICRNAM_1- Una Una Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 35 G 0.8 -6.6 0.9 -23.0 2.9 -13.5 0.0 0.0 0.0 0.0 2.7 23.6 35 A 16.0 -13.5 21.4 -26.1 15.3 -15.7 -0.8 -0.1 0.8 0.1 -5.3 -0.5 35 D 0.0 -19.1 0.0 -69.8 0.0 -39.5 0.0 0.0 0.0 0.0 -1.0 6.4 Frame Column FIICRNAM_2- FIICRNAM_3- FIICRNAM_4- FIIPATLL_t- FIIPATLL-2- Une Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 35 G 3.5 23.2 0.4 6.4 1.2 6.0 1.4 5.0 -0.6 -1.1 35 A -0.1 -0.1 -2.0 -0.2 3.2 0.3 -1.4 -0.9 0.6 4.3 35 D 0.3 6.3 -2.0 23.3 -0.7 23.2 0.0 5.8 0.0 6.7 2* Frame lines: 2 3 4 5 6 7 8 9 10 11 12 15* From lines: 15 16 17 18 20* Frame lines: 20 21 22 23* Frame lines: 23 24 25 26 27 28 29 30 31 33* Frame lines: 33 34 M (27134-I / 27134-25 KEY PLAN REVISIONS DRAWING STATUS REV. DESCRIPTIONi DATE DTLR DATE CHKR APPD C I FINAL ERECTION CXI FOR CONSTRUCTION I I FOR APPROVAL C I OTHER, EXPLAIN VULCAN STEEL STRUCTURES, INC PROJECT MAVERICK BOATS ID 27134 PROJECT FORT PIERCE, FL 34946 ADDRESS VANESSA L. BANKS P.E. FLORIDA P.E.# 83970 500 VULCAN PARKWAY ADEL, GA 31620 NO. f * 83970 - -a STATE OF ' ORIGINAL SIGNATURE REQUIRED`► RK DAVIS CONSTRUCTION CORP, ANCHOR BOLT DETAILS L REACTIONS DESIGN1 VLB j DRAFTi via ICHECKi JDR DATEg3/17/21 1 SHEET 5