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26 uL Na wwNS. 7 x lw-FQ W/T*[NQ P4ULATE
awwA 1. 7 a -C I FOR APPROV:A:L y 10 J 7554 DESIGM ArT. I CHECK,
eb Gk#A ACCESL V&LL3KAC-*JS?b S* I ( I OTHER EXPLA N PROJECT JACKSONVILLUL DATE, 1/1]1 Q I SHEET :1 OF
--------------- ADDRESIS _
WTN 4
,go 4 n14
Lx-;J-LR" 4 Xldb 1/?-' L 1/4r
cl� un 4 A325 1/2' 1 1/4'
66--V OtJT-M-OUT OF STEEL WIM-CO, 4 A325 1/2' 1 1/4'
rP__A325 I f2' 1 1/4'
1-v I ILw-4' I MEMBER TABLE
RAME LINE 4
RK PART
RA -1 UxJoL1b 17'--'fft-
EC-2 8x70D16 ia'-3 13/16'
EC-3 8x70DI4 17-11 7/16'
12 E�-3 12 EC-4 8x70D16 18'-3 13/16'
EC-5 WSX15 16'-7 3/16'
ER-3 10x25Z13 W-10 9/16'
ER-4 10x25Z13 32'-10 9/16'
G-1 8X25Z16 11'-8 1/21
G-2 SX25ZI2 19'-4 1/2'
G-3 8X2=6 11-3 7/81
G-2 G-2 G-t CC 11
r 1:3 '5"L 27,:�7:
4 &n0CBL 26
G-3 G- G-t
r
ZT-N
-—————————————————————— j
r
x
x 3
Ec-5 EC-2 EC-3 EC-4 EC-1
ENDWALL FRAMING, FRAME LINE 4
VPB
IMIACU.
VRTAM VRTX15 VRrX24 VRM5
�k%
-IFIC
%1,%
'u cu aj cu cu
JI
Lai
-;3*. STATE OF
RIO e:'
VBTX20
ENDWALL SHEETING & TRIMi FRAME LINE 4
PANELS, 26 Gc4 R - Ash Gray
GENERAL NOTESt REVISIONS DRAWING STATUS HERCULES STEEL BLDG. 1400 LLC
Q.) IF CABLE BRACING FOR END WALL IS NOT SHOWN 13N ERECTION DRAWINGS IT HAS REV. DESCRIPTION; IDATr I DTLRI DATrl CW21.,APPnit j P-T -U-MS'WXT!m PROJECT I "a 7" lab ENDWALL FRAMING
BEEN DETERMINED THAT DIAPHRAGM PANEL ACT113N IS SUFFICIENT TO RESIST . — 'Q IT ONLY
LONGITUDINAL FORCES. TEMPORARY BRACING SHOULD BE PROVIDED BY ERECTOR UNTIL I FOR APPROVAL DESIGA& DRAFT- I CHECK-
If - DATE,
ALL WALL AND ROOF PANELS ARE INSTALLED. I ( I OTHER EXPLAIN CT KSONVILLUL. 3/31/ 01 SHEET 9 (IF
IE�----------------- AnnRrSS
WTW E&IA LEN
Ex—FER-2- 4 A325 1/2' 1 1/4'
Corner,-Co(um 2 A325 1/21 1 1/4,
66'-V DUT-TG-OUT [IF STEEL Cotumn 74 A325 I/L" 1 1/41
Corner, Collin 4 AIPIK 1/21 t t/4,
MEMBER TABLE
FRAME LINE I
MARK I PART
E I a 35C16
RA EC:2 N701116 181-3 13/161
EC-3 8x7GM4 19'-Il 7/161
12 E� -2 12 EC-4 8x7DDI6 18'-3 13/16'
EC-3 WSX15 161-7 3/161
ER-1 I0x25ZI2 321-10 9/161
ER-2 I0x25ZI2 32'-10 9/160
G-1 BXZ=6 111-8 1/21
G-2 8X25ZI2 191-4 1/21
G-1 G-3 8X25Z16 111-3 7/81
G-2 G-2 G-3 CB-1 0.312CEL 271-71
CB-2 0.312CBL 26'-6'
4,
G-1 G_ G-2 G-3
Op r
L.6————
-————————————x ————————————I————--_j
EC-2 H
Ec I EC-3 EC-4
EC-5
ENDWALL FRAMINGi FRAME LINE 1
VPB
VjtTXM VRTX15 IRTX20. VRTXI3
co
c
cu (u cu cu C3
0i cu 1
co
kzr��-
mo
67 ATZ 0
0
VBrA20
ENDWALL SHEETING & TRIMi FRAME LINE I
PANELS3 26 GcL R - Ash Gray
GENERAL NOTESt REVISIONS DRAWING STATUS HERCULES STEEL BLDG. 1400 LLC
13R CONSTRUCTIM—
(L) IF CABLE BRACING FOR END WALL IS NOT SHOWN ON ERECTION DRAWINGS IT HAS REV. DESCRIPTIOI* 13ATE DTLR I 13ATE I CHKR I APP" C I FOR PERN(T ONLY PROJECT 6". 7" lab ENDWALL FRAMING
BEEN DETERMINED THAT DIAPHRAGM PANEL ACTI13N IS SUFFICIENT TO RESIST ( I FOR APPROVAL 10 7554 DESIGI* I DRAFT- CHECK-
LONGITUDINAL FORCES. TEMPORARY BRACING SHOULD BE PROVIDED BY ERECTOR UNTIL ( I OTHER EXPLAIN PROJECT JAOCSONVILLE.FL. DATE- 3/31/ 0 1 SHEET -7 13F
ALL WALL AND ROOF PANELS ARE INSTALLED. ------------------ ADDRESS
MEMBER TABLE
FRAME LINE F
PART I b;NGTH
wil-1 bi II/ b;NQjTH
Kzu.
75'-W OUT-TO-OUT 13F STEEL E-1 SWE'144b -11
E-2 SE14 201-11 1/2,
G-4 SX70D12 26'-Il IlLw
27-V G-3 SX25Z14 30'-1 1/2'
G-6 8X70DI2 26'-11 1/21
G-7 8X25ZI6 37-3 1/2'
G-191 X30D16 2(Y-11 1/21
G_
E-1 E-1 88X25Z16 24'-1 1/2'
r�7
r-9
?U
canopy
G-4
G�; G-A
NA-————————————
RFI-4 RF2-4
GIRT 7-1 3/4' 7-1 3/4
LAPS 7-1 574- 7-1 3/4'
SIDEWALL FRAMING, LINE E
VGE (Gutters wtth 2 downspout
T VETX15
cu
x
cc
U
U
�l Ej
U
u
r
VBTX20
STATE Or,-�
4,
SIDEWALL SHEETING & TRIMi FRAME LINE E .0%
PANELSi 26 Ga. R - Ash Cw-ay
.1
0 A
-
GENERAL NOTESj REVISIONS DRAWING STATUS HERCULES STEEL BLDG. 1 00 LLC
(I.) IF CABLE BRACING, WIND BENTS, WIND COI-UMNS, OR WEAK AXIS DESIGN OF REV. DESCRIPTIM BATELI)TLR 13ATEICHKRIAPPI)I, :Z— —.� JECT 6" no. I" SIDEWALL FRAMING
ERNIT ONLY —
SIDE WALL C13LUMNS WERE NOT PROVIDED IT HAS BEEN DETERMINED T14AT DIAPHRAGM 'APPROVAL 10 7554 DESIG?&�A�FT- ITHECK
PANEL ACTION IS SUFFICIENT T13 RESIST LONGITUDINAL FORCES. TEMP13RARY BRACING I I
SHOULD BE PROVIDED BY ERECT13R UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED. I OTHER. EXPLAIN PROJECT JACKSONVIIIEFl- n-T-- 3/31/ 01SHEET & OF
---------��m�—�� ADDRESS
I T�� Ulfl
1 4 A307 1/2'
731—T 13UT—Ta—MiT OF STEEL EXTENSI13N/:ANOPY B13LTS
Ise'" Q.-t Typ III, Len
Mark
EB— 1 4 A3n (L730 P-00
E-5
A E-4 E-3 5'-0 7/8'
r 0 7/8'
P—I(Typ) P-2(Typ) 1-0 EB-2 BEAM —0 7/8,
P-3(Typ) P-1 WM4 30'—1 1/2'
P-2 8X25Z16 37-3 1/L"
P-3 SX25Z16 24'—1 1/2'
P-4 BX25Z14 30'—1 1/2'
P-5 SX25Z16 24'—1 1/21
E-1 SE14 26'—Il 1/2,
E-2 SE14 20'—Il 1/2'
E-3 804 2(r-11 1/21
E 4 SE14 26'—Il 1/21
cu cul E-5 804 26'—Il 1/2'
E-6 SE14 26'—Il 1/2'
E-7 SE14 26'—Il 1/2'
E-8 804 20'—Il 1/2'
0111MIL W-01
.L
50C —41
ER LCB:6 33'
cq 2E?--2 ER-4 ptu
cq
I T— RC—R
w
P—I(Typ) P-2(Typ) P-3(Typ) E3
(23)
u
N.'
cnv
cu
La r _E2_
cj. —IFIC
-4
2r r—P-2
2F IP—A
STA-E or
E-7
El—1 El�-1 E__w EB=-2
413,=
PURLIN 7-1 3/ 3'—U!�q
LAP ROOF
1 3/4' 3'_I
3/4' SHEETING
ROOF FRAMING PLAN PANELSt 26 Gc6 PER
EXTEND/ 3'—1 3/4 GoAvalume
CANOPY
LAP 17-1 3/4' 3'_I 3/4-
REVISIONS BRAVING STATUS �_HERCU
GENERAL NOTES, REV. DESCRIPTION I I FOR CON = LES STEEL BLDG. 1400 LLC
DATE 'DTLR I DATE I CHKR I— STRUCTI PROJEC
(I.) THE CABLE BRACING LENGTHS SPECIFIED F13R R13OF ARE LONGER THAN I I FOR PERMIT ONLY PROJECT 6". 7" 194 ROW FRAMING
REQUIRED, FIELD VERIFY PROPER LENGTHS AND FIELD CUT BEFORE ASSEMBLY. I FOR APPROVAL 7354 DESIGI* DRAFT- —FC—HECK,
PROJECT
I I OTHER. EXPLAIN Rl JACKSONVILLUL DATE- 3/31/ 01 SHEET 4f' OF
------------------ ADDRESS
SPLICE BOLTS M M N LL I AJJLL (in)
Splice To?yOf Plate Bottom Of Plate PIECE Wp PEEld W E 1B3 LATE OUTSIDE FLANGE INSIDE FLANGE-
Mark Qnt p Dia Len Ont Typ Dim Len START/END- THICK -LENGTR W x T x LEN W x T x LEN
Sp- 1 4 A325 0.750 2.00 4 A325 0.750 2.00 K ef-i 10.0/16-4 0.134 66.2 6 x 1/4' x 207.9 6 x 1/4' x 185.9
Sp- 2 4 A325 0.750 2.00 4 A325 0.750 2.00 16.4/28.0 0.134 144.0 6 x 1/41 x 36.4
Sp- 3 4 A325 0.750 2.00 4 A325 0.750 2.00 RF2-2 21.0/17.4 0.134 144.0 6 x 1/41 x 240.0 6 x 5/16' x 74.1
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
'7VLANGE BRACESj 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(l)i xx=lnches, (1)=one side only 12.3/15.5 0.134 132.5 6 x 1/4' x 240.0 6 x 1/41 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 5/161 x 29.3 6 x 5/161 x 184.7
13.9/10.0 0.134 65.6 . 6 x 5/16' x 135.8
1 6 x 1/4' x 72.0
33'-1' 8 bo�2' 33*-1,'
11-01 V-0,
4`7 3/8' 4'-7 3/8-
26 Ga. PBj;4 G 4 Spa 5'-0# 4 Sp@ 5,_O,
'-ol 3'-G' 2-6' -B3 B 1AQ) FB 2'-6' 3'-0' 2'-0,
12 F A 1) FB (1) - FB3 12
FB3
7 (U -a)
I -
EL
CU �Ui
RF2-3
Cnw) 8 0 1 D
a.
7,
LA-
U
00 CU L I
u- "I u d tt.""Cu
x p, r- 111 1.
CS
as L
I d L �-n
u
Cn �U
ED
4 1/2' 60'-5 15/16'
11-9 9/16'-tt 1E
Clearance
Ic
66'-0' OUT-TO-OUT OF STEEL Q
BUILDING CROSS SECTION
3 Lq
FOR FRAME LINE 9 T AP 0.
SKCTING 0001rS VINDOWS
26 won
rRUIED OPCHINGS VENTILATORS "Ist ACCZS=IrS
KSCRIPTHIN "a SIZE KSCRtPTICN1 In KSCRtPTMN in KSCRIPTIM '
"T'N"
26 GICN)PANnLT STOW IWALL 2 3070 VALIC Mw wfsfo vow Txr rim T X IV VENTS W/anow"
TRIM IV x IV ra
26 CA NA Ir x Ir r.11 RLOACET Twe INSLLATM"
REVISIONS DRAWING STATUS
26 G&NA 1Vr SKTLIGNTS toCC3 By W(C BY OTHERIC) HERCULES STEEL BLDG. 1400
I LLC
26 GIL NA GLITTER KSCRIPFTI Wo" REV. DESCRIPTION, DATE DTLR1 DATE I CHKRI APP FOR CONSTRUCTIM PROJECT "a. no. lu RIGID FRAME ELEVATION
FOR PERMIT ONLY
ID
CT
1 F13MR APPRO D SS
26 CJL NA 17 X W-6QW/T*IHQI9MLATt1) IPAINT.RED I3ZIf SCREWS. AL ID 7554 DESICO& I OR I CHECK,
Zfi r^NA ACCESS. I I I I I 1V*&L I I EITHER EXPLAIN PRO.JECT JACKSONVILLEYL DATE, 3/31/ 0 1 SHEET I OF
CORNER it
IRMWW-RAC-4J%Tb 3
------------------ ADDRESS
ENDWALL COLUMN: REACTIONS. ANCHOR BOLTS. & BASE PLATES
--- -------------------CotumnxReact;ons Ck )------------------- [-COLUMN LINE
Out-OF-Plane ---------------------- '01
Frm Cot Dead Cott Live Wind-Left W;nd-R.ght Wd P Wd S Anc. Bott Base Plate Cin) Grout
Line Line Vert Vert Vert Horiz Vert Hor;z Vert Horiz Horiz NoDC;n) Wid Len Thk C;n)
--- ------ ----- ----- ----- ---------- ---------- ----------- --- ----- ----- ----- ----- -----
I A M2 0.0 1.0 (LO -1.4 CLO -0.9 0.0 0.0 2 0.625 7.000 6.500 ELI88 0.0
I B Ma 0.0 5.8 CLO -10.7 0.0 -25 -3.0 3.1 2 0.625 7.000 6.500 D.188 0.0
I 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 cLI89 CLO
1 0 0.8 0.0 5.8 MO -4.8 0.0 -8.4 -10 3.1 2 0.625 7.000 6.500 CLI88 0.0
I E 0.2 0.0 1.0 0.0 -0.8 0.0 -1.5 0.0 0.0 2 0.6n 7.000 6.500 0.188 0.0
4 E 0-2 0.0 0.8 0.0 -1.1 0.0 -(L7 0.0 0.0 2 M625 7.000 6.500 a.188 0.0
4 D 0.7 0.0 4.5 0.0 -8.4 0.0 -2.0 -10 3.1 2 0.625 7.000 6.500 0.188 0.0
4 C (16 0.0 3.5 0.0 -2.1 0.0 -5.6 -4.1 4.2 2 0.625 7.000 6.500 (LIBS 0.0
4 B 0.7 0.0 4.5 0-0 -3.8 0.0 -6.6 -10 11 2 0.625 7.000 6.500 0.188 0.0
4 A 0.2 0.0 0.8 MO -0.7 0.0 -1.2 0.0 0.0 2 0.625 7.000 6Z00 0.188 0.0
BRACING REACTIONSRANEL SHEAR H IV H IV
Bracing (k ) Panel Shear FRAME LINE ----
Watt Cot Horiz Vert Load at
Id Id Re*ctn Reactn Base Angle Gb/ft)
---- --- ------ ------ ----------------
I B 2.6 2.3 RIGID FRAME: ANCH13R BOLTS L BASE PLATES
C 2.6 2.3
E - ------------------------------------
4 D 2.0 1.8 F;. Cot Anc. Bott Base Plate C;n) Grout
C 2.0 1.8 Line Line NoDCM) W;d Len Thk CM)
A --- -------- ----- ----- ----- ----- -----
1 2 A 2 0.875 8.000 10.50 0.500 0.0
2 E 2 0.875 8.000 IOZO OL500 0.0
NOTES FOR REACTIONS
RIGID FRAME: ANCHOR BOLTS L BASE PLATES
Building reactions are based on
the following building datas --- -----------------------------------
Width (Ft) 66.0 Frn Cot Anc. Bott Base Plate Gn) Grou
Length Cft) 75.0 Line Line NoD(;n) Wid Len
T"M
Eave Height CFt) 18.0/18.0 --- -------- ----- ----- ---- P'- �.7
Roof Slope (rise/12 )z 1-0/ 1.0 3 A 2 0.750 8.000 10.50 0.500 0.0.
Dead Load CpsF ) = 2.0 3 E 2 0.875 8.000 10.56 0.500 0.0
Collateral Load (psF =) 0.0
Roof Live Load (psF= )20.0
Frame Live Load (psfz )12.0
Wind Speed (mph 98.0
Wind Code SBC 97 RIGID FRAME: BASIC COLUMN REACT113NS
Exposure
Closed/Open C Frame Column ----Dead---- -Collateral- ----Live---- --W*.nd_LI--- --W*.nd_Rl---
Importance 1.00
Seismic Coeff 0.04 Line Line Horiz Vert Horiz Vert Horiz Vert Hor;z Vert Horiz Vert Horiz Vert
5.Loading conditions are: 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
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+WLl
3 DL+WRI 3 E -1.32 2.76 0.00 0.00 -5.78 11.03 168 -15.84 10-29 -20.54 1.40 -9-29
4 DL+WRI+WS
5 DL+WLI+WS Frame Column --W;nd_R2--- -Seismic-L-- -Se;sr%c_R-- ---Live-R---
6 DL+WP Line Line Horiz Vert Hor;z Vert Horiz Vert Horiz Vert
2 A -1.94 -4.96 -0.10 -0.05 0.10 0.05 3.16 2.51
2 E 9.02 -15.72 -0.10 0.05 0.10 -0.05 -116 9.80
WIND COLUMN REACTIONS 3 A -1.71 -4.40 -0.10 -0.05 0.10 0.05 2.82 2.22
Watt Cot R/L Hor. Ver. Mom Anchor Bott 3 E 8.01 -13.98 -0.10 0.05 0.10 -0.05 -2.82 8.72
Ck ) Ck ) (F-0 No. Do.
---- ---- ---- ------ ------ ------ ------ ------ 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 Q.) APPLICATION 12F ENGINEERS SEAL IS FOR METAL BUILDING ONLY AND DOES NOT
REPRESENT THE PROFESSIONAL OF RECORD.
-- (2.) F13UNDATION DESIGN AND CONSTRUCT113N ARE NOT THE RESPONSIBILITY OF THE
)M �j. EM&D METAL BUILDING MANUFACTURER.
C3.) ANCHOR BOLTS SHALL BE ACCURATELY SET TO A TOLERANCE OF +/- 1/8' IN BOTH
C-4
If :.. ELEVATION AND LOCATION.
(4.) THE BUILDING REACTION DATA REPORTS THE LOADS WHICH THIS BUILDING PLACES
V1 -H 1 140. .-A
V do ON THE FOUNDATION. THE FOUNDATION IS TO BE DESIGNED BY A OUALIFIED ENGINEER
TO SUPPORT THE BUILDING REACTIONS IN ADDIT113N TO EITHER LOADS IMPOSED BY THE
BUILDING USE OR OCCUPANCY WITH RESPECT TO JOB SITE CONDITIONS.
STATE OF
M) ALL ANCHOR BOLTS TO BE ASTH SPECIFICATION A307 UNLESS OTHERWISE NOTED.
1Q,
Av
REVISIONS DRAWING STATUS HERCULES STEEL BLDG. 1400 LLC
REV. DESCRIPTI[ft ATE DTLR DATE CHKR E I FOR CONSTRUCTION
D APPD v PROJECT 6&0 . 710 W mo ANCHOR BOLT PLAN
I I FOR PERMIT ONLI
J;7 --C7Z) E I FOR APPROVAL ID 7554 1---T---
DESIGt* DRAFT: KT4 CHECK
I I OTHER. EXPLAIN PROJECT JACKSONVILLEXL DATE- 4/4/20 1 SHEET 1- OF
D;a= 5/8' 1p D;oL= 1-1/4"
0e. ANCHOR BOLT SUMMARY
10,
vi 7- 01 0 RYCET' TrIJ ----- ---- ----- ----- -----
Total Bend
91 3 87' Ont Lac D;a Len Len Proj
9. (;n) On) Gn) Gn)
APR 2 5 2000 ----- ---- ---- ----- ----- -----
0 12 DJ 5/8' 900 3.00 Ica
10-111IR 0 20 EW 5/8' 12.60 3.00 3.00
w L- JL -i City of Atlantic Boach 0 4 RF 7/8' 19.00 4.00 100
gig 9119 x 16 RF 1 1/4' 28.00 4.00 3.00
4- lu Quilding, Ond gonlrig
See Ran G 19 9119 3'
DETAIL A — 715'-0' STEEL LINE To STEEL LINE
D;a= 5/8' 111 27--(r
0 2�1/2' 2-1/2'
9\Q,,
0 0 11 3/8. ;r
5- 1 Zr :t
C3, C3
I Sw 10'-10 1/4* %a 12'-3 1/2'
2'-4 1/4'p 14*-3 1/2' v l(r-4 1/4' 1 14'-3 1/2'
See Ptan
-C � W, J. I I # I — I :a
ELW -- r 1— 0 0
Q-1 7
2- 0 B r 0-1
DETAIL E B 7*1* G
81 D*.a= 5/8' ;r D E ;r
DETAIL B 14' X 10' FZL 14' X 10' F.O. le' X 10' Fn
Dia= 5/8'
A A Po�
4-
US 010 12
4- EW/ L- -i
Sw j
C2 CD
S. 3/4' Cu Cu CCU, cu
2- See Plan
DETAIL G L C
0 6
�w 0 A C, I - --a
4- Ho 8;r A no
DETAIL C
Dia= 7/8' 8.
a,
9
%D
nj m
C) 0 4'
--I-
8. HoOA A Ro
Sw
FIELD LOCATE:
See Plan E C !U- IN 3- 3' X 7' Fn
DETAIL D 010 C '-iEl x.p.Z" 010 C FOR WALKDOORS
1- 8' X 5' Fn
C FOR GLASS BY OTHERS
C2
I F!
BOB -j6-
No. 5 3
27'-0' 27'-Oa 21--0-
FRAME LINE
DIMENSIONS
0
ANCHOR BOLT PLAN
kom
NOTE: Alt Base Plates e wo-o,cu.N.)
OW ,
REVISIONS DRAWING STATUS HERCULES STEEL BLDG. 1400 LLC
I FOR CONSTRUCTICS
REV. DESCRIPTION; DATE I DTLR I DATE I CHKR I APPD'( I FOR 'ERMIT ONLY PROJECT 6"x MO lea ANCHOR B13LT PLAN
I I FOR APPROVAL -ID 7554 DESIGM I BRAFT:KTK I CHECK:dt;--
1—( 1 OTHER. EXPLAIN PROJECT JACKSONVILLE.FL. DATE- 4/4/20 1 SHEET I OF If
ADDRESS
HERCULES STEEL BUILDINGS
P.CL BOX 14839 7554
ONE OF 7
JACKSONVILLE, FLORIDA 32238
904-777-eOG4 APRIL 7, 2000
CHARLES L. LOYD, P.E.
2093 CHERRY ROAD
CABOT, ARKANSAS 72023 1400 LLC
501-843-9790 1400 MAYPORT ROAD
FLOR113A PE # 40371 JACKSONVILLE, FLORIDA
TRaE---
REAM - G32
RIGID FRAME RIGID FRAME
F130TING WIND COLUMN
F013TING
ri
Ll
ENDWALL
F130MG
rj ri
Ll
4' SLAB
WITH 6x6-10/10 WWM
L 6 NIL VAPOR BARRIER
Ll ri
F'
RIGID FRA14E RIGID FRAME ........
F1311TING WIND COLUMN L E ov
FOOTING
GRADE BEAM GB? GRADE BEAM - GB2 40 71
-ji
-j-1——————————————— -——————————
0 F,
FOUNDATION PLAN
MAL
Paw I sualetas
5. INIFILTRATION
fili . . . . . . . . . . . .x an Tom 0111 . . . . . X1.1 1�2>6L4
x rarains cuff . . . . . '-�0� A11"
6. SUBTOTAL COOLING LOAD FOR SPACE -I
7. SUPPLY DUCT HEAT G,61N
Clan facuir. . . . . . .. X Lim 6 Sansiole Gain. . . . . . . .
8. ROOM,ZONE OR BLOCK DESIGN LOAD
"a duo gain in to subtam to
use tras load to estimate ine rnn ing cFm
(une a sermaiiii gkwoyTm
cawing CFM = ............. ...... mi 31.....P.Q..)
9.VENTILATION MOM For return sit ce' i9s an difference
a am-:—
ft%m . . . . . . . . . . . . .x ain Tmv out. . . . . . . . . . .x 1.1 . . . . . . . . . . .
"%n . . . . . . . . . . . ...X Gram OUt. . . . . . . . . . . .XQW . . . . . . . .
10. RETURN AIR LOAD FROM LIGHTING AND ROOF -
NOTE.am 40%at init instauso incandescent U. . . . . . . . . . . . . . . . X3.4 . . . . . . .
Watts for ughts recasaw in a Flatuescant upts, . . . . . . . . . . . . . . . . .YA.i It) . . . . . .
return air cs*4
Plant Loam
NOTE.Use U value&EM ft Ff. U Factor M.
for mat vnth no cawing. . . . . . . . . .x. . . . . . . . .x. . . . . . . . It?. . . . . . .. .
IEM correction tissen an plenum tentoerstutej
NOTE Subtract the coding
low.rater to No.3. Calling I nwi C.Mu . . . . . . . . . . . . . . . . . . . . . . . . .
11. RETURN DUCT HEAT GAIN
Gain factor. . . . . .. . . . . .x une 6 saftleft caNn. �7��,35. . .
12.TOTAL LOADS ON EQUIPMENT MUM
13. DESIGN CONDITIONS(HEATING)
inside an.(-)mmus outside an. = oino -7 0-3.-,)
14.TRANSMISSION LOSSES
HEATING LOAD
do
Ezoosure Ft. F�Tj Tono plit Load Notes
. . . . . . . . . . - x x . . . .
%Nindows 3-W . . .
. . . . . . . . . . . . . . . x . . . . . . . . . . . x . . . . . . . . . . . . . . . . . . . .
. . . . . . . . .. . x . . . . . . . . . . . . x . . . . . . . . . .
vWWls . . . . . . . . . x . . . . .%Rki. x - . -�'$. . . .
. . . . . . . . . .
. . . . . . . . . . . . . . . x . . . . . . . . . . . . x . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . x . . . . . . . . . . . . x . . . . . . - . . . . . . . . . .
. . . . . . . . . . . . . x . . . . . . . . . . . . x . . . ... . . . . .
Doors . . . . . . . . . . . . . . . X . . . . . :�� . . . . x . . . .>5. . . - .
. . . . . . . . . . . . . . . x . . . . . . . . . . . . x . . . . . . . . . . . . . . . . . . . . .
partitions . . . . . . . x . . . . . . . . . . . . x . . . . . . . . .
Floors . . . . . . . . ... . . �q x . . . .%�Sl x
pact . . . . . . . . .vmo.'Z; . x x �.4. . . . .
%atlCailong . . . . . . . . . . . . . . . x . . . . . . . . . . . . x . . . . . . . . . . . . . . . . . . . . . .
15. INFILTRATION -�)o—7 . . .x do Titmo 0111. . . . . . :�18 %, k
flahn" . . . . . . . . . . . . . . . . .X11 x
16. SUBTOTAL HEATING LOAD FOR SPACE
17. SUPPLY DUCT HEAT LOSS
.Uns Mcat. . . . . . .. x Une to Sonsuits,esaw. . .
18.VENTILATION
. . . . . . . . . . . . .x an Tmo 0111. . . . . . . . . . . .z I
19.HUMIDIFICATION LOAD insweatitassmits. . . . . .xWx-
it"Itin .................... . 1W x stwhr ....................
(voiderl camav ...........x ton it-! " ............ 1W ..........
20. RETURN DUCT HEAT LOSS
Loss tactcW. . . . . ��57. . . . . .x we is t.022 . . . . . . . . . . .
21. TOTAL HEATING LOAD ON EQUIPMENT(StUhl
COMMERCIAL LOAD.CALCULATIONS
(ROOM ZONE or MOCK LOAD)
E qs:�c�,
Ak conditioning Contractage at Aenca
1513 16th SUM.N.W. unqton.Dr_ FORM N I
Fal- Name
pro"
t Sh"
ar. Phase
State Z10
1. OESIGN CONDITIONS(COOLING)
"IP
(nme of Day_ 3 m —) (Daily Range Iq 1114 mantude—-3-0---j
A Inside do 74� FW .57 9 9 & -71,
oulsidecon3o.m. q%A 0 tacutmeca — Grams
rmnue tithe at o3v correctims min"mmorfoum-2.0-5. —Irm
2. SOLAR RADIATION HEAT GAIN THROUGH GLASS. COOLINff LOAD
Shading anwor sonalble, Notes
Excosure S Ff. 3olar Factor GUm Factor (ack-7c.)
VP. . . . . X . . . . x . . . . 716 . . a . . . . . . . . . . .
. . . . . . . . . . . . . . . . x . . . . . . . . . . x . . . . .0.74 . . z . . . . . . . . . .
. . . . . . . . . . . . . . . . X . . . . . . . . . . x . . . . .,7S.*. U . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . X . . . . . . . . . . . . X . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . X . . . . . . . . . . . . x . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . x . . . . . . . . . X . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . X . . . . . . . . . . . x . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . x . . . . . . . . x .. . . . . . . . . . . . . . . . . . . .
'3. TRANSMISSION GAINS
Eaunrasent or
Ezvosure Ft. U Factor TOM 011f
3
N� . X . . . . .. X
. . . . . . . . . . . . . . .x . . . . . . . . . . . X . . . . . . . . . . . . . . . . . . . .
A . . . . . . . . . . X . . . . . . . . . . . . . . . . . . . . .
A . .. . . . .*. . . . . . x
A5�7r. A . . . . ..01� x . . . .
-�\-I- it: — ,
xx . . . . . . . . . . .
'x ' x
Doors x x
x . . . . . . . x . . . . . . . . . . . . . . . . . . . . .
Panstions x
Floats
. . . . . . . . . . . .x . . . . . . . . . . . . X . . . . . . . . . . . . . . . . . . . .
Root
x . . . . . :��u
. . . . x
Roaticailing . . . . . . . . . . . . .x X
RA Calling . . . . . . . . . . . . . . .x x z
Use rattle 94 10 C810frv"ne the remaefature 0ifferance Across a Return A60,Casisno
4. INTERNAL HEAT GAIN Lmont
a. Occupants Nuno., Saftsicle Latent
x . . . . . .*3i.�6. . . .
x . . . . . . . . . . . . . . .
x . . . . . . . . . .
x . . . . .
b. Lights & Others
watts
NOTE Use 60%at incandescent Lights X3,g
installed Watts f.of Floutescent LAgnts X41 JAti.7�
iognts in return
aff ceiling. Low Usage
MAN P atuft Factor Factor
Motors X. x
X. x
X. X.
ActillancitS Sens Lat usage.
x k. 0 -7
Other
x
cesinmeo to me,--seo.v.jm AccA ma,,us ts I luct,21al
7554
HERCULES STEEL BUILDINGS 7 OF 7
IN P.O. B13X 14839 APRIL 7. 2000
JACKSONVILLE. FLORIDA 32238
904-777-8004
CHARLES L. LOYD, P.E.
2093 CHERRY ROAD
CABOT, ARKANSAS 72023 1400 LLC
501-843-9790 1400 MAYPORT ROAD
FLORIDA PE # 40371 JACKSONVILLE. FLORIDA
EARTHQUAKE DESIGN DATA --- 'LIFE SAFETY ONLY'
PEAK WLOCITY RELATED ACCELERATION A, 0.10
PEAK ACCERERATION Aa 0.05
SEISMIC HAZARD EXPOSURE GROUP GROUP I
SEISMIC PERFORMANCE CATEGORY c
SOIL PROFILE TYPE S4 S = 2- 0
BASIC STRUCTURAL AND SEISMIC SYSTEM ORDINARY MOMENT
FRAMES OF STEEL
RESPONSE MODIFICATION FACTOR R 4. 5
DEFLECTION AMPLIFICATION FACTOR Cd 4. 0
ANALYSIS PROCEDURE UTILIZED EQUIVALENT LATERAL
FORCE PROCEDURE
FOUNDATION GENERAL NOTES,
SOIL CONDITIONS TO BE VERIFIED AT FIELD TO MEET OR EXCEED AN ALLOWABLE BEARING PRESSURE
OF 2,000 PSF. EXPANSIVE OR ACTIVE SOIL TYPES (PI>20) NOT ALLOWED. ALL CONCRETE WORK TO
REST ON UNDISTURBED SOIL OR A MINIMUM OF 8' COMPACTED SELECT FILL MATERIALS.
ADEQUATE DRAINAGE OF SURFACE WATER MUST BE PROVIDED DURING CONSTRUCTION AND THROUGHOUT
THE LIFE OF THE STRUCTURE.
SLAB LOADS TO BE LIGHT DUTY TRAFFIC WITH MINIMUM IMPACT LOADS.
CONCRETE TO HAVE A 28 DAY COMPRESSIVE STRENGTH OF f'c = 3,000 PSI.
CONCRETE IS TO BE IN ACCORDANCE WITH THE PROVISIONS OF THE AMERICAN CONCR I' ' -ITUTE (ACI 318).
,, F FLO b %,
REINFORCING BARS TO CONFORM TO ASTM A615-'SPECIFICAT IONS FOR DEFORMED PIULI�- "I.R S FOR
CONCRETE REINFORCEMENT'.
371
STEEL STRENGTH fy = 60,000 PSI FOR BARS (GRADE 60).
STAI[ OF cc
MINIMUM REINFORCEMENT FOR WELDED WIRE FABRIC fy 50,OOOPSI
FABRIC TO BE CONTINUOUS THROUGH JOINTS.
2-o
7554 -
HERCULES STEEL BUILDINGS 6 OF 7
P.O. BOX 14839 APRIL 7, 2000
JACKSONVILLE, FLORIDA 32238
904-777-8004
CHARLES L. LOYD, P.E.
2093 CHERRY ROAD 1400 LLC
CABOT, ARKANSAS 72023 1400 MAYPORT ROAD
501-843-9790 JACKSONVILLE, FLORIDA
FLORIDA PE # 40371
6x6-10/10 WWM
FINISH GRADE
0-
6 MIL VAPOR BARRIER
#3 TIES @ '18' 0-c-
4-#5 CONT TOP & BOTTOM
REINFORCING BARS
CONTINUOUS THRU FOOTINGS
v-O-
L E
40371
GRADE BEAM GB2 2 EACH SIDE OF WIND COLUMN Ix-
0 F; IZ
4.,
o
w"i
HERCULES STEEL BUILDINGS 7554
P.O. BOX 14839 5 OF 7
JACKSONVILLE, FLORIDA 32238 APRIL 7, 2000
904-777-8004
CHARLES L. LOYD, P.E.
2093 CHERRY ROAD 1400 LLC
CABOT. ARKANSAS 72023 1400 MAYPORT ROAD
501-843-9790 JACKSONVILLE, FLORIDA
FLORIDA PE # 40371
6x6-10/10 WWM
FINISH GRADE
0 0
Z� a I E
6 MIL VAPOR BARRIER
�j I III
7
4-#4 CONTINUOUS
REINFORCING BARS
CONTINUOUS THROUGH
FOOTINGS
LLOAl
C4
r
GRADE BEAM 4 0
AIR
HERCULES STEEL BUILDINGS 7554
P.O. BOX 14839 4 OF 7
JACKSONVILLE, FLORIDA 32238 APRIL 7. 2000
904-777-8004
CHARLES L. LOYD, P.E.
2093 CHERRY ROAD 1400 LLC
CABOT, ARKANSAS 72023 1400 MAYPORT ROAD
501-843-9790 JACKSONVILLE, FLORIDA
FLORIDA PE # 40371
6x6-10/10
wwm
FINISH GRADE
0 0
6 MIL
VAPOR BARRIER
z
cu
%D #5 R 12' o.c.
EACH WAY
0 0 0 0
3'-6' SQUARE
ENDWALL FOOTING .........
I F I C�"',
4 71
ST
ov* I-
HERCULES STEEL BUILDINGS 7554
P.O. BOX 14839 3 OF 7
JACKSONVILLE, FLORIDA 32238 APRIL 7, 2000
904-777-8004
CHARLES L. LOYD, P.E.
2093 CHERRY ROAD 1400 LLC
CABOT, ARKANSAS 72023 1400 MAYPORT ROAD
501-843-9790 JACKSONVILLE, FLORIDA
FLORIDA PE # 40371
6x6-10/10
HAIRPIN wWM
#5
FINISH GRADE
TL 6 MIL
VAPOR BARRIER
#5 e 12' o.c.
EACH WAY
rAi
o 0 GRADE BEAM CONTINUOUS
0 HORIZONTAL BARS NOT SHOWN
4'-6' SQUARE
5..L *.......
RIGID FRAME WIND COLUMN FOOTING . .......
" IFIC"%.
4 71
0
HERCULES STEEL BUILDINGS 7554
P.O. BOX 14839 2 OF 7
JACKSONVILLE, FLORIDA 32238 APRIL 7, 2000
,,rx 904-777-8004
CHARLES L. LOYD, P.E.
2093 CHERRY ROAD
CABOT, ARKANSAS 72023 1400 LLC
1400 MAYPORT ROAD
501-843-9790 JACKSONVILLE, FLORIDA
FLORIDA PE # 40371
9 6x6-10/10
WWm
FINISH GRADE HAIRPIN #5
0 0
6 MIL
VAPORBARRIER
CD
#5 E 12' o.c.
cu EACH WAY
0 0 0 0 0
4'-6' SQUARE
RIGID FRAME FOOTING LEO
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