MAYPORT 1400 D;a= 5/8' 1pD;a= 1-1/4"
9;o�0 10' TrJ
ANCHOR BOLT SUMMARY
----- ---- ----- ----- -----
Total Bend
9 3/$• n Ont Loc D;a Len Len Proj
10-111IR
9' I I hiPR Z 5 2040 ----- ---- -- - --- - -- --
• 12 DJ 5/8' 9.00 3.00 3.00
4' T Cit Of O 20 EW 5/8• 12.00 3.00 3.00
W L- JL -i gig ®�I ® y Atlantic Boach ® 4 RF 7/8- 19.00 4.00 3.00
4- _ �i Quildin ; Ond ganln X 16 RF 1 1/4• 28.00 4.00 3.00
2•
See Ran
® I ® ®Il ® 3'
DETAIL A — —1— — 1 75'-0' STEEL LINETo STEEL LINE4
2 3
DIa= 5/8' -p 11- _ 7•-
o 7•-
7, 90 0� 2-1/2' 2-1/2' 8
vs �� 5- 1 3/8' Zr
C3, c
SW '
10'-10 1/4• %a 12'-3 1/2'
• O i O -4 /4• 4'- -4 /4' 1 14'-3
._
4'
L See Plan m m
EV 2' DETAIL E a Fo�B I G _ G B roI a
81 DIa= 5/8' D E
DETAIL B / = 14• X 10• F.O. 14' X 10' F.U. 12' X 10' F.O.
Dia= 5/8' ,
HA A H
W T • 4-
O l 0 4- EV/ L -i 2'
_L— SW ' C2 CD'
S. 1 3/4' Cu Cu CCU, cu
2- See Plan o
�� DETAIL G 0.
W z V 0 A c o A 0 V
4 H H
DETAIL C `O "
DIa= 7/8' 8.
y
I \ p mar FQQa3y �:b
y
C) ® i ® 4'
--I-
8. a HA A H a
V 2'
' ' •' •' FIELD LOCATE:
See PIaDETAIL D '7-C � D E C 3- 3' X 7' F.O.
I x x " I0 C FOR WALKDOORS )
W 1- 8' X5' F.O.
,� ..��. •�•. o C FOR GLASS BY OTHERS )
S I F! •,
• N0. 5BOx3 •a; `,'.; i
Lt► LINE
DME SOS 1 2 3 4
O .• gTATEOF W�•
' ..FL pmQ �� ANCHOR BOLT PLAN
•• _`� NOTE: All Base Plates a 100-O'CUx)
REVISIONS DRAWING STATUS HERCULES STEEL BLDG. 1400 LLC
CS
REV. DESCRIPTION: DATE I DTLR I DATE I CHKR I APPD CTI
[ 7 FOR PERMIT ONLY( 1 FOR CONSTR ONLY PROJECT 6"y MO r lea ANCHOR BOLT PLAN
[ 1 FOR APPROVAL ID 7554 DESIGN I DRAFT:KTK I CHECK:
[ 1 OTHER. EXPLAIN PROJECT JACKSONVILLE.FL. DATE= 4/4/20 1 SHEET 1 OF If
__-_-_ ADDRESS
ENDWALL COLUMN: REACTIONS, ANCHOR BOLTS, b BASE PLATES
--- -------------------CotumnxReact;ons Ck )------------------- COLUMN LINE
Out-OF-Plane
Frn Col Dead Colt Live Wind-Left V;nd-R.ght Wd P Vd S Anc. Bott Base Plate Un) Grout
Line Line Vert Vert Vert Hor;z Vert Hor;z Vert Hor;z Hor;z NoDGn) W;d Len Thk C;n)
--- ------ ----- ----- ----- ---------- ---------- ----------- --- ----- ----- ----- ----- -----
1 A 0.2 0.0 1.0 0.0 -1.4 0.0 -0.9 0.0 0.0 2 0.625 7.000 6.500 0.188 0.0
1 B 0.B 0.0 5.8 0.0 -10.7 0.0 -25 -3.0 3.1 2 0.625 7.000 6.500 0.188 0.0
1 C 0.7 0.0 4.5 0.0 -2.7 0.0 -7.2 -4.1 4.2 2 0.625 7.000 6.500 0.188 0.0
1 D 0.8 0.0 5.8 0.0 -4.8 OA -8.4 -30 3.1 2 0.625 7.000 6.500 0.188 0.0
1 E 0.2 0.0 1.0 0.0 -0.8 0.0 -1.5 0.0 0.0 2 0.625 7.000 6.500 0.188 OA
4 E 0.2 0.0 0.8 0.0 -1.1 0.0 -0.7 0.0 0.0 2 0.625 7.000 6.500 0.188 0.0
4 D 0.7 0.0 4.5 0.0 -8.4 OA -2.0 -3.0 3.1 2 0.625 7.000 6.500 0.188 0.0
4 C 0.6 0.0 3.5 0.0 -2.1 0.0 -5.6 -4.1 4.2 2 0.625 7.000 6.500 (L188 0.0
4 B 0.7 0.0 4.5 0.0 -3.8 0.0 -6.6 -3.0 3.1 2 0.625 7.000 6.500 0.188 OA
4 A 0.2 0.0 0.8 0.0 -0.7 0.0 -1.2 0.0 0.0 2 0.625 7.000 6500 0.188 0.0
BRACING REACTIONSRANEL SHEAR H H
i� IV
Bracing (k ) Panel Shear FRAME LINE __
Wall Col Hor;z Vert Load at '-
Id Id Renctn Renctn Base Angle (lb/Ft)
1 B 2.6 2.3
RIGID FRAME: ANCHOR BOLTS L BASE PLATES
C 2.6 2.3
E - ----------------------------
4 D 2.0 1.8 Frn Col Anc. Bolt Base Plate C;n) Grout
C 2.0 1.8 Line Line NODCn) W;d Len Thk CM)
A --- -------- ----- ----- ----- ----- -----
2 A 2 0.875 8.000 10.50 0.500 0.0
2 E 2 0.875 8.000 10.50 0500 0.0
NOTES FOR REACTIONS RIGID FRAME: ANCHOR BOLTS S BASE PLATES
Budding reactions are based on
the Following budding data:
Width (Ft) = 66.0 Frn Col Anc. Bolt Base Plate Cin) Groin
Length Cft) = 75.0 Line Line NoD(;n) W;d Len
Eave Height CFt) 18.0/18.0 r P r.7
Roof Slope (rise/12 )= L0/ 1.0 --- -------- ----- ----- ----- ----- -- ��s Tin�3
Dead Load CpsF 1 / 3 A 2 0.750 8.000 10.50 0500 0.0. J r '� *v
3 E 2 0.875 8.000 10.56 0.500 OA
Collateral Load (psF =) OA --
Roof Live Load (psF= )20.0
Frame Live Load (psf= )12.0
Wind Speed (mph ) = 98.0
Wind Code = SBC 97 RIGID FRAME: BASIC COLUMN REACTIONS
Exposure = -
Closed/Open = C Frame Column ----Dead---- -Collateral- ----Live---- --V;nd_Ll--- --V:nd_Rl---
Importance = 1.00
Seismiceismic Coeff 0.04 Line Line Hor;z Vert Hor;z Vert Hor;z Vert Hor;z Vert Hor;z Vert Hor;z Vert
= 2 A 1.45 2.70 0.00 0.00 6.47 10.60 -11.99 -17.61 -4.49 -12.33 -9.44 -10.24
5.Landing conditions are: 2 E -1.45 3.00 0.00 0.00 -6.47 12.40 4.07 -17.81 11.57 -23.09 1.52 -10.44
1 DL+CO+LL 3 A 1.32 2.47 0.00 0.00 5.78 9.42 -10.72 -15.65 -4.00 -10.95 -8.44 -9.10
2 DL+VRI
3 DL+VRI 3 E -1.32 2.76 0.00 0.00 -5.78 11.03 3.68 -15.84 10.29 -20.54 1.40 -9.29
4 DL+VRI+WS
5 DL+VLI+VS Frame Column --V;nd_R2--- -Seismic-L-- -Se;sncc_R-- ---Live-R---
6 DL+VP Line Line Hor;z Vert Hor;z Vert Hor;z Vert Hor;z Vert
2 A -1.94 -4.96 -0.10 -0.05 0.10 0.05 3.16 2.51
WIND COLUMN REACTIONS 2 E 9.02 -15.72 -0.10 0.05 0.10 -0.05 -3.16 9.80
3 A -1.71 -4.40 -0.10 -0.05 0.10 0.05 2.82 2.22
Vntl Col R/L Hor. Ver. Mon. Anchor Holt 3 E 8.01 -13.98 -0.10 0.05 0.10 -0.05 -2.82 8.72
Ck ) - ) (f-k) -No_-_ Din.-- GENERAL NOTES
---- ------ ------ ------ ----
2 3 L 6.91 +-100.62 117.39 4 1.250
4 3 R 6.91 +--100.62 117.39 4 1.250 Cl.) APPLICATION OF ENGINEERS SEAL IS FOR METAL BUILDING ONLY AND DOES NOT
REPRESENT THE PROFESSIONAL OF RECORD.
M �1�. Er`Q@''�1��' - E)L BUILDING MANUFACTURER NSTRUCTION ARE NOT THE RESPONSIBILITY OF THE
G•.-�-� C-4
C3.) ANCHOR BOLTS SHALL BE ACCURATELY SET TO A TOLERANCE OF +/- 1/8• IN BOTH
t`ELlF .• 1/ ELEVATION AND LOCATION.
1 (4.) THE BUILDING REACTION DATA REPORTS THE LOADS WHICH THIS BUILDING PLACES
Vi H V i N�• �e�83 `. • t `+ ON THE FOUNDATION. THE FOUNDATION IS TO BE DESIGNED BY A OUALIFIED ENGINEER
II TO SUPPORT THE BUILDING REACTIONS IN ADDITION TO OTHER LOADS IMPOSED BY THE
_ BUILDING USE OR OCCUPANCY WITH RESPECT TO JOB SITE CONDITIONS.
STAVE OF (5.) ALL ANCHOR BOLTS TO BE ASTM SPECIFICATION A307 UNLESS OTHERWISE NOTED.
�OtJAv
REVISIONS DRAWING STATUS HERCULES STEEL BLDG. 1400 LLC
REV. DESCRIPTION= [ I FOR CONSTRUCTI
DATE DTLR DATE CHKR APPD [ ] FOR PERMIT ONLY PROJECT 60 . 710W mo ANCHOR BOLT PLAN
`C7D [ 1 FOR APPROVAL ID 7554 DESIGN: DRAFT: KT4 CHECK
[ 1 OTHER, EXPLAIN PROJECT JACKSONVILLE.FL. DATE: 4/4/20 1 SHEET OF
--------------- ADDRESS
SPLICE BOLTS M M N LL I AJJLL (In)
Splice Top Of Plate Bottom Of Plate PIECE
4 T A325 0.750 2.00 4 4 R 2
A325 0.750 2.00 W U LAN N LAN
GE-
Mark QDia Len QT Dia Len -1 10.0/16.4 0.134 66.2 6 x 1/4' x 207.9 6 x 1/4' x 18 .9
Sp- 1 4 16.4/28.0 0.134 144.0 6 x 1/4' x 36.4
Sp- 2 4 A325 0.750 2.00 4 A325 0.750 2.00 RF2-2 21.0/17.4 0.134 144.0 6 x 1/4' x 240.0 6 x 5/16' x 74.1
Sp- 3 4 A325 0,750 2.00 4 A325 0.750 2,00 17.4/13.8 0.134 144.0 6 x 1/4' x 119.1 6 x 1/4' x 240.0
13.8/12.0 0.134 72.9 6 x 1/4' x 45.8
LANGE BRACESI Req--d Both Sides Unless Noted RF2-3 12.0/12.3 0.134 12.0 6 x 1/4' x 126.9 6 x 1/4' x 45.8
FBxxA(1)I xx=inches, (1)=one side only 12.3/15.5 0.134 132.5 6 x 1/4' x 240.0 6 x 1/4' x 240.0
A - L2X2X14G 15.5/19.0 0.134 144.0 6 x 5/16' x 81.9
19.0/21.0 0.188 80.1
RF2-4 21.0/13.9 0.134 144.0 6 x 5/16' x 29.3 6 x 5/16' x 184.7
13.9/10.0 0.134 65.6 • 6 x 5/16' x 135.8
x 72.0
33'-1' 8 1/? �..•-.�- 1/2' /4'
3'-1'
PBR, Gatvalume 1'-0' . 1'-0' �-}�-
4'-7 3/8' 4'-7 3/8'
26 Ga.
4 SP2 5'-0' 4 SPP 5'-0•
-0• 3'-0' 2-6' FB3 B 1A(1) FB 2'-6' 3'-0' 2'-0•
Ql'
1) �
FB -__ _ 1) 1 .
FgA<1) FB 4 Cl) ___ FB3 �
, g(U
� �J FB3
m
(U
1
EL
N I RF2-2 �' RF2-3 c\u
W I
I a � 0D
t,- cv
o •
• 1 I U00
L
C 11, 1.
as L
a ICS
.r I I �
(U
t` 1
I
ED
I �
8' '-4 1/2' 60'-5 15/16'
1 9 9/16_ •t 1E
Clearance G• • .- •• .•Ff✓ t�}
66'-0' OUT-TO-OUT OF STEEL ••G��I I
q�_•'r'.'` J
�1
A BUILDING CROSS SECTION -�
FOR FRAME LINE 3 r'p 9TAI c 0.'-z`''=% w
1 0 •, � tV �1
SHEETING DIDIS/VINDOVS rRARLO OKNRKS VENTILATORSwsc ACCES=IrS
Za wonPAICGALVN 400r Nd KSCRVIO
TN ND. SIZE DESCRVTICN In DESCRMIO
TN IQ DCSC IPTIM G-yJ
za an PA(ILT STONE IWALL 2 3070 VAtx Mw x V/ste vow r x r rim r x Ir VENTS V/DANTUT G
TRW IV x IV ra
26 GA NA RAR[ Ir x Ir ra RLAiaET TT/C DKLLATM"
26 GA NA EAVE SRTLIGNTS toCC3BT W(CBY OTHER>O REVISIONS DRAWING STATUS HERCULES STEEL BLDG. 1400 LLC
x GI►NA GLITTER Na KSCLI►TION Roar r Wo" r REV. DESCRIPTION, DATE DTLR DATE CHKR APP D [ ] FOR CONSTRUCTI PROJECT San. no. uu RIGID FRAME ELEVATION
26 CJL NA OOVNi x - V/TR A MWT.RED�I SCREWS. I ] FOR PERMIT ONLY
t ] FOR APPROVAL ID 733 DESIGTi DRAFT, CHECK:
2a "" roIRtR RGGn STD S [ ] OTHER EXPLAIN PRO ECT JACKSQNV ILLE FL DATE, 3/31/ 0 SHEET I OF
2a GA w ACCESS. VALL STDs __________ ADDRESS
0
1
731-T 13UT-Ta-MiT OF STEEL4 EXTENSION/CANOPY BOLTS
2 3 Mark Q. T III, Lan
EB- 1 4 A325 0.730 2.00
A E-S RF 1 E-4 1 E-3
ci P-I(T ) P-2(TYP) EB-2 BEAM 5'-0 7/8'
W P-3(Typ) P-1 8X25214 30'-1 1/2'
W P-2 8X25Z16 33'-3 1/2'
I P-3 8X23Z16 24'-1 1/2'
I P-4 BX25Z14 30'-1 1/2'
P-5 8X25Z16 24'-1 1/2'
E-1 8E14 26'—Il 1/2'
E-2 SE14 20'-11 1/2'
I E-3 804 20'-11 1/2'
E-4 SE14 26'-11 1/21
E-5 84 26'-111/2'
N NI E1
I E-6 SE14 26'-11 1/2'
W
i E-7 SE14 26'—Il 1/2'
E-8 8E14 20'-11 1/2'
I
ER _ - I :.� cBLCB-s 0.375cBL W-0'
50C _
' .
I ER-4 ptu
I I
cq
I T—
I
I
I RC-R
W eP-I(Typ) W i
P-2Ryp) P-3Ryp) I (23)
W
cnv
cu
WII�
I IW
I Icj.
tFIC-4 +
2F IP—A
STATE of ;
E —1 —1 - —1 —2 0� .��Q R1aP.•���; .
PURLIN 3'-1 3/4S 3/4 3'-1 3/4S ROOF ��-
LAP —T— . —T-3--1'-3/4 SHEETING
PANELSt 26 Ga PER
ROOF FRAMING PLAN
CCANOP� Gnlvalune
3'-1 3/4S 3'-1 3/4��
LAP 13'-1 3/4' �3'-1 3/4•
GENERAL NOTES REVISIONS BRAVING STATUS HERCULES STEEL BLDG. 1400 LLC
REV. DESCRIPTION DATE DTLR DATE CHKR APPD I ] FOR CONSTRUCTI Rl
bao, est■ wo ROOF FRAMING
(1.) THE CABLE BRACING LENGTHS SPECIFIED FOR ROOF ARE LONGER THAN I l FOR PERMIT ONLY
REQUIRED, FIELD VERIFY PROPER LENGTHS AND FIELD CUT BEFORE ASSEMBLY. I I FOR APPROVAL 7354 DESIGN DRAFT CHECK,
I ] OTHER. EXPLAIN JACKSONVILLUL. DATE- 3/31/ 0 SHEET OF
------------------
MEMBER TABLE
FRAME LINE F
u.
1 73'-0' OUT-TO-OUT OF STEEL 4 E-1 BE14 26'-I1 1/2'
E-2 SE14 20'-11 1/2'
2 3 G-4 8X70D12 26'-11 U2'
27'-0' G-3 SX23Z14 30'-11/2'
G-6 8X70D12 26'-11 1/2'
G-7 8X23Z16 33'-3 1/2'
G-1918
-88X30D16 20'-11 1/2'
®"
canopy
NA
� h
——————————— = N �F°� 'a✓ ��F"_'�
RFI-4 RF2-4
GIRT 3'-1 3/4' 3'-1 3/4 :rrj��`)
LAPS I3'-1 574- 7-1 3/4' • C�4
SIDEWALL FRAMING, LINE E
V (Gutters elth 2 downspouts)
T VETX15 v /• , ,�
b b b b b b b b b b b b b b b b b b b b b b b b b
x
cu
cc x
U _�ti�tiZ
�l EI►1gC ,s =
I •. F
.. .•.NO. 5?O F 3 •r'.�'t i
.• r' 4'ft''• Y�
VBTX20 •:' .STATE OC.! .•
SIDEWALL SHEETING & TRIM, FRAME LINE E .0% FL 0� ,�7? •���
PANELS. 26 Ga R - Ash Gray
aL
GENERAL NOTES, REVISIONS c DRAWING TRSTATUS HERCULES STEEL BLDG. 1400 LLC
(IJ IF CABLE BRACING, WIND BENTS, WIND COLUMNS, OR WEAK AXIS DESIGN OF REV. DESCRIPTIM DATE UTLR DATE CHKR APPD t U] FOR PERMIT OILY PROJECT 6". no. I" SIDEWALL FRAMING
SIDE WALL COLUMNS WERE NOT PROVIDED IT HAS BEEN DETERMINED THAT DIAPHRAGM t ] FOR APPROVAL ID 7334 DESIGN DRAFT ITHECK
PANEL ACTION IS SUFFICIENT TO RESIST LONGITUDINAL FORCES. TEMPORARY BRACING t ] OTHER EXPLAIN PROJECT JACKSDNVILLEFI. DATES 3/31/ 0 SHEET [>F
SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED. ADDRESS
LINE
SCREW
� ENDWALL
RAFTER SIDEVALL GIRT
I/r ' A307
RAKE ANGLE
BELTS
ENDVALL GIRTS eA GMT
L2x4x16G11 -3 CLIP4•
• TS
C-s CLBk F`1 3/4•ENDVALL RAFTERRAFTERC-3 CLIP1/2'x1 vSEE EV DESIGN ALL COLUMN C� -3 CLIP
BOLTS ENDVALL COLUMN ENDVALL FCR BOLT DIA
COLUMNS
A4 SECTION THROUGH B16 CENDWALLORAFTETR B8 ENDVALL COLUMN TO (IC:2)L
GIRT TO GIRT TO CORNER
ENDVALL RAFTER RAF ER C LI D1 C LUMN
ALL ALL calm ENDVALL COLUMN
SO]EVALL ENDVALL
GIRT RAFTER
-+fes
W R COLUMN I tp
f—tlLwxl 1/41 C O 119
• o PD—ED
A307 BOLTSLlrxi t/4' A307 BOLTS o0 0 Ax
PLATEVALL C-7D C-7D PPLLATEGIRT BASE PLATE BASE PLATE BASE PLATE SEE EV DRAW
ANILE FOR BOLT DIA
PLAN ELEVATION
D17 ASE PLATE FOR BASE PLATE FOR
CORNER COLUMN TO WALL GIRT E1 HNDWLL COLUMN E2 ENDVALL COLUMNS E3 BASE PLATE
FOR ENDWALL F15 RAFTER SPLICE AT SURFACE CHANGE,
O e. n
L2xac14G11
RAKE ANGLE _
STRUT
SLOT INHILWEO�NSE
CABLE Flo LOC GRiP �� OR
AND RAFTER VEB BASE t NUT Hn WALL PANEL aNCLE IT WALL PANELBASE cFIANNEt.SEE EV DRAWING 7E1]FOR BOLT DIAWASHER EYEBOLT NUTBASE TRIMBASE TRIM
E.V. CABLkLSIDE ETE CONCRETECOLUIN BASHER: SLOT IN VED S tDE WASHER BY OTHERS MX1ST BE ADEQUATE FOUNDATION BY OTHERS. MUST BE ADEQUATEFOUNDATION
Q�]L�RNV13R WASHER A EYEBOLT TO SAFELY RESIST THE LOADS TO SAFELY RESIST THE LOADS
M+, O �-LGRrn �, IN THE REACTION REPORT. IN THE REACTION REPORT.
[7
I 4 STRUTEAVE TO ENDVALL Q1 ' ONAt��� A ScEBQLT END
RAFTER Q2 LEND LE T1 SECTION THRU WALL PANEL T2 SECTION THRU WALL PANEL
O 9!k EY BOLTO AND CONCRETE FOUNDATION O AND CONCRETE FOUNDATION
w 1
REVISIONS DRAWING STATUS 1HERCULES STEEL BLDG. 1400 LLC
REV. DESCRIPTION DATE DTLR DATE CHKR APPD I ] FOR PPERMI I FOR RUCTIT ONLY PROJECT 6"• 710 r ICD DETAIL DRAWINGS
[ ERMI
[ ] FOR APPROVAL ID 7334 DESIGN I DRAFT. I CHECK-
_57 QV I ] OTHER EXPLAIN PROJECT JACKSONVILLE.FL. DATES 3/31/2 SHEET OF
------------------ ADDRESS
PC-( PC-1
DOOR .JAMB OGMT CLIP N\ 11 � AWx
EI OFFRRAMING
LIrxl 1/4'
ROOF A307 BOLTS WALL GIRT I/Lw HATS EAVE STRUT LOCA
RIGID FRAME
u �U� COLiJtfl
I/2'xl 1/4'
A307 BOLTS
RIGID FRAME
o RAFTER
DBC-1 FLANGE UMN FLANGE
BRACE BRACE Di RM
C-7A u CME FRAME CAOSS 1/2'x1 L4'
BASE PLATE 4eFnLAANGE 1114CE FOR LOCATIONS) A307 BOLTS EXTENSOON
CIF REQ) WALL GIRT NEEDED PLATE
SEE FRAME CROSS RIGID f
SECTION FM LOCATIONS
E6 BAS PAT FOR G2 RIG D PUIFRRLIN AME T H2 VALE GRAM TO HL} WALL GIRT TD FRAME COLUMN J4 RAVE STRUT T
DOOR JAMB
SIDEVALL COLUMN
112'x1 1/4' kVEUT OODR
BOLTS JAMB O O
ENDVALL GIRT DOOR D-TOP BOLTS SEE
LTSHEADER O OKAYING FDR SLZE_IP O O -INTERMEDIATE BOLTS
THE NUMBER OF TOP
• • -6 O O GREATER THAN FOUR.
CLIP
-3 CLD' DODtN C-6 CLIP 1/2°x1 I/4 ANZj o o �BOTTEN BOLTS SEE
DOOR JAMB JAMB A307 BOLTS �, BOLTS BASE PLATE O O OKAYING FOR SIZE
r EXTENSION BEYOND FLANGE IS
t,y.:`fl�EVA3
OPTIOMAI. AT TOP L BUTTER
K2 DOOR jig IRT TO L 1 EAVE E STRUT R JAMB COLUMN To M1 DDOOR OOR JAMB
TO R1 SI H -,tO]L17h1N`ya, , 2 BOLTE AT ND PLATE CONNECTION
O A•- PEAK
EM
G' -'�ZIFIC�'``�✓
BATED o o f:�,,,, �� X N 0. 58003
END PLATE �-••TOP BOLTS SEE
Ttp FLAI/G$ O O DRAWING FOR SIZE ° P,V * -Q �. r
O O -INTERMEDIATE
THE A oILF�T�S STATE Or
--
WEB OR BOTTOM HTS10,�+F• "/t``O R
GREATER THAN FOUR. _ s .... G
O O
BOA C`
TTOM �BOTTDN BOLTS SEE Iy At-
FLANGE O O DRAWING FOR SIIE
U3 BOLTS FOR RAFTER TO
COLUMN CONNECTION
REVISIONS DRAWING STATUS HERCULES STEEL BLDG. 1400 LLC
REV. DESCRIPTION, DATE DTLR DATE CHKR APPO( I FOR PERMITCEINSTRONLY
PROJECT KA■ 7"r 1t-0 DETAIL DRAWINGS
I ] FOR PERMIT ONLY
( I FOR APPROVAL ID7334 DESIGI* DRAFT. CHECK-
( I OTHER, EXPLAIN PROJECT JACICSONVILLUL. DATE- 3/31/2 SHEET / OF/
------------------ I ADDRESS
1'��I f�I' SI O WINGB B017
VD R Y SURVEY O '
LOTS 1 THROUGH 7, INCLUSIVE, BLOCK 50, AS SHOWN ON MAP OF
SECTION "H", ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 18, PAGE 34In
OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. EXCE°TING
THEREFROM THAT PORTION OF SAID LOTS 1 AND 2 LYING WITHIN THE RIGHT o
OF WAY OF MAYPORT ROAD (A 100 FOOT RIGHT OF WAY AS NOW ESTABLISHED).
E -
2
\ 0 Z �
FOR:_KURT_I,YNCI� � f �•.:
�` O
5 \ G �Rp PpS�S lj
v-
0 Q
/� p • 0 o
0.
55 o \ f2 v 0
?O`.�R
0 4e
Q:.. 2:' �' F'• Q .•. O
(y',.. \ Std•._."' `e.. O0.
�.\
^ \
#
C \ O
Cr
END WUOp FE► ; C_` ;..: :�`::'�`• '` a.. �•(
ECIN E \
\ \S� `Ow•` 1� `ir-,=1•:.:..._:,.' j ��P�1(
P '' ,. •.'�-:,,.� .• 4'.. �':'. 050 RE�
6 CHAIN LINK f EN (h` ' \ l���I ,y: :+..,':.r• a' .:�,
•y••�.�,�`, ...
//500 \ \ •.'. •i•. v•
G� :: am
E7 • '. �Z.: J• CCN`- 5Q.
o,
N ' 0
os
_ „NpaN
O
REC
C�
VED
o NOV 3 0 2000 MOV
2 9 ?000
So City Of Atlantic g
r City of Atlantic f3eetlt Build'
and each
: <•` Building and IngZoning
� Zoning Hing
NOTES:
`�EAR!NG R�=FFRFNCE-: N 20.12' F G RIGH T - OF JYr;Y •_IN"t JF SAA YPORT ROAC PER "' A
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GENERAL N❑TESI REVISIONS DRAWING STATUS HERCULES STEEL BLDG. 1400 LLC
REV. DESCRIPTION= DATE DTLR DATE CHKR APP" ( I FOR CGNSTR ONLY
PROJECT 6"■ 7"■ lab ENDWALL FRAMING
(L) IF CABLE BRACING FOR END WALL IS NOT SHOWN ON ERECTION DRAWINGS IT HAS t l FOR PERMIT ONLY
BEEN DETERMINED THAT DIAPHRAGM PANEL ACTION IS SUFFICIENT TO RESIST ( I FOR APPROVAL ID 7334 DESIGI* I DRAFT- CHECK-
LONGITUDINAL FORCES. TEMPORARY BRACING SHOULD BE PROVIDED BY ERECTOR UNTIL ( I OTHER, EXPLAIN PROJECT JACKSONVILLEFL. DATE- 3/31/ o 1 SHEET OF
ALL WALL AND ROOF PANELS ARE INSTALLED. ------------------ ADDRESS
1
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EC-2 8x70D16 18'-3 13/16'
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EC-5 WSX15 16'-7 3/16'
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ENDWALL SHEETING & TRIM, FRAME LINE 4
PANELS, 26 Ga. R - Ash Gray — vd
GENERAL NOTESt REVISIONS DRAWING STATUS HERCULES STEEL BLDG. 1400 LLC
[ I FDR CONSTRUCT,
c1J IF CABLE BRACING FOR END WALL IS NOT SHOWN DN ERECTIQN DRAWINGS IT HAS REV. DESCRIPTION; DATE DTLR DATE CHKR APPD( I FOR PERMIT ONLY PROJECT xo■ r1a■ Iea ENDWALL FRAMING
BEEN DETERMINED THAT DIAPHRAGM PANEL ACTION IS SUFFICIENT TO RESIST ( l FOR APPROVAL ID 737♦ DESIGN DRAFT. CHECK
LONGITUDINAL FORCES. TEMPORARY BRACING SHOULD BE PROVIDED BY ERECTOR UNTO_ [ ] OTHER, EXPLAIN PROJECT JACKSONVILLE.FL. DATE, 3/3l/ 0 SHEET OF
ALL WALL AND ROOF PANELS ARE INSTALLED.
------------------ ADDRESS
SPLICE BOLTS
Spitce Top Of Plate Bottom Of Plate PIECEwg M W (I , AN AN
Mark Gnt T Dia Len Ont T D o. Len W T W
R 1-1 10.0/13.9 0.134 65.6 6 x 1/4' x 72.0 6 x 1/4' x 72.1
Sp- 1 4 A325 0.750 2.00 4 A325 0.750 2.00 13.9/21.0 0.134 144.0 6 x 5/16' x 135.8 6 x 3/8' x 112.6
Sp- 2 4 A325 0.750 2.00 4 A325 0.750 2.00
Sp- 3 4 A325 0.875 2.50 4 A325 0.875 2.50 x 29.3
RF1-2 21.0/19.0 0.188 79.8 6 x 1/46• x 240.0 6 x 5/16' x 81.5
19.0/15.5 0.134 144.0 6 x 1/4' x 126.5 6 x 1/4' x 240.0
LANGE BRACESI Regrd Both Sides Unless Noted 15.5/12.3 0.134 132.5 6 x 1/4' x 45.8
FBxxA(1)7 xx=Inches, (1)=one side only 12.3/12.0 0.134 12.0
A - L2X2X14G RFI-3 12.0/12.3 0.134 12.0 6 x 1/4' x 126.5 6 x 1/4' x 45.8
B - L2X2X1/8 12.3/15.5 0.134 132.5 6 x 1/4' x 240.0 6 x 1/4' x 240.0
15.5/19.0 0.134 144.0 6 x 5/16' x 81.5
19.0/21.0 0.188 79.8
RFI-4 21,0/13.9 0,134 144.0 6 x 5/16' x 29.3 6 x 3/8' x 112.6
33'-1' 8 1/ 1/2' 13.9/10,_1, 0.134 65.6 6 x 5/16' x 135.8 6 x 1/4' x 72.1
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c,►NA DATE DTLR DATE CHCR APPD I I FOR PERMIT ONLY ;PRO�-JJECT sac. 75A N in RIGID FRAME ELEVATION
OovNS. x Vito r ►HINT•Nn o:I scK[vn ( ) FOR APPROVAL 733 DESIGN DRAFT. CHECK.
eb Gw rM ACCESaww �• STD S [ 7 OTHER, EXPLAIN CT JACKSONVILLUL DATE• 3/31/ 0 SHEET OF
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