1411 Hibiscus Street WALL INSULATION TABLE
ROLL MARK I WIDTH LENGTH
A WI-1 6'—0 67'-0"
B W1-6 4'—0 271'-0"
12 C WI-3 4'—0 134'-0 1:
12 D WI-5 4'-0" 144'-6'
E Wi-7 4'—0" 20'-4"
F WI-4 4'-0" 136'-6':
G WI-8 4'—0" 148'-6'
H I WI-2 14'-0" 149'-6"
ROOF INSULATION TABLE
QUAN MARK I WIDTH I LENGTH
18'-6"
'-6"
LEGEND:
67'-0" (1)
Length (Roll #)
u m m
co CN La
cc 0 to
C2
�2 �2 �2 �2 .1
ENDWALL INSULATION: FRAME LINE I ENDWALL INSULATION: FRAME LINE 4
(D to
Fin, "a lo
-Zo 'to
C, CN 04
SIDEWALL INSULATION: FRAME LINE F
SEAL
L
i3 �3 i3 21 21
Eo 10 CD to to (0 to CD (D to to I'D to 110
(0
41.,
SIDEWALL INSULATION: FRAME LINE A
SIN'
REVISIONS DRAWING STATUS CENTURY STEEL BLDGS
REV. DESCRIPTION! JDATE DTLRIDATE CHKRIAPPD 1, FOR CONSTRUCTION x 75.0 x 16.0 WALL INSULATION
I I FOR PERMIT ONLY PROJECT 50.0
I I FOR APPROVAL ID 12758 DESIGN: I-DRAFT;-��W -FC—HECK- DMN
f i OTHER, EYPLAIN PpOiECT ',AT--; 41 E/04'
----------------- ADDRESS JACKS[114,i ILLE, FL SHEET
# 14 X 7/8 9 12 X I SDS
LAP TEK I PER PURLIN
2 PER STRAP # 14 X 7/8
LAP TEK
SIDEWALL COLUMN 4' I/S CLOSURE VRT (12' D.C.)
ROOF TAPE
CABL FLO-LOC GRIP TAPE SEAL PANEL SEAL ROOF
GUTTER---,*, # 12 X I SDS PANEL
COLUMN OR 11 STRAP S 6 PER PANEL
RAFTER WEB 11 36' O.C. # 12 X 1 SD - - - - -
HILLSIDE WALL PANEL-1 6 PER PANEL
WASHER I I \# 12 X I SDS # 14 X 7/8 2X4XI6G
FLAT 0 0 1 6 PER PANEL LAP TEK
0
# 1 2
6 E
12 X
P L
6 fi6 EIR R
WASHER BASE TRIM VEG— AKE ANGLE
EYEBOLT
ANCHORT 0 CONCRETE EAVE D/S
BOLTS FOU�DATION # 14 X 71d STRUT CLOSURE
SLOT IN WED TO INSERT+NUT I
BASE PLATE LAP TEK ENDWALL
HILLSIDE WASHER
AND EYEBOLT PLAN ELEVATION 12' O.C. WALL PANEL PANEL ROOF
DIAGONAL CABLE, EYEBOLT END ANCHOR BOLTS AT SIDEWALL COLUMN SECTION THRU WALL PANEL EAVE GUTTER PURLIN
AND CONCRETE FOUNDATIO GABLE
LIE-FORMED 12-14>r Wq-L PANEL #l4x7/8' SDS
RDGE CAP SELF-DRLLER CTR (24' O.C.) WALL
PBR PANEL 6 PER PANEL) 440/U' SDS 4Z' \,ALL PANEL #12xl' SDS PANEL
(6 PER PANEL) //�N ANCHOR JTR 11
114-i4x7/Br I I/4'-i4x7/Er < 3S' OC) I I
LAP TEK LAP I L,,S CLOSURE r - - - - - - - - - WALL PANEL
<3 0 C) (2 OC FINSHED Rqx
(24
C��PA�NEL
F
E
(OPTIONAL) FLOOR STEEL LINE STEEL LINE
- - - - - - - - - - - - -
TAPE 4' 4' TAPE \'BT WALL '�'-STEEL LINE
SEAL \VD T PANEL 1 #12 x
CEE JAMB
WAL'
T�E� LW
STEEL LINE j-CEE JA MB T
ROOF ROOF STEEL LINF H
PURLIN PURLIN EDGE OF 80NCRETE CEE
r
r BASE TRM(NO NOTCHI HEADER
(2 FZDGE-OUT 2 PASE-T ORNER OUT U3 i JAMB
(9 (9e _R 2 HEAD
VGE 'AT
Yca TAPE MASTIC CAULK
T-DIE-FORMED RIOCE �1/2 1/4-0 BEADS
DFR-
VCB VRT
VEC V/7...ZL ROOF FASTENER
(411=1 PER PEW
GUI�r�rER S 4- 14 StiTol
1/4-0 8 4- .0 BSEAL
I EAD
BLIND RIVET
(I I REO'D.PER BUMNO RrWVT CAU� We
EtM R
1 (10 REO'D.PE CORNER BOLTED o
CORNER.�) (SEE NOTES END PLATE —TOP BOLTS. SEE
F�YINO CIRNER'/l 1/8 RFVET I TOP FLANGE—�' 0 D DRAWING FOR SIZE.
NOTES
NOTES: BLIND RrVET 0 0 —INTERMEDIATE BOLTS,
1. START,AND STOP GUTTER AND RAKE FLASHING (2 REG-0.EA.SIDE) WEB—— THE NUMBER OF TOP
AT BU UOING CORNERS AND ALIGN WITH OUTSIDE BLIND RIVET i/a RIVET OR
E i(5REOD.EAL SIDE) BOTTOM BOLTS
OCE OF WALL PANEL AT CORNERS. GREATER THAN FOUR.
2. CORNER BOX CAN BE USED ON NOTE: 1/8 RIVET 0 0
ALL ROOF SLOPES. uouLD�vs w �.ALL FASTENER
—� a� ROOF AND WALL (2 REO'D.-TrP.U.N.) BOTTOM BOTTOM BOLTS, SEE
Sffi�M S�E�D= PANELS OMITTED 014X7/8 LAP TEK FLANGE 0 DRAWING FOR SIZE.
FOR CLARITY. SEAL
CORNER BOX INSTALLATION PEAK BOX INSTALLATION BOLTS FOR RAFTER TO
FTM3811 ROOF W/DIE FORMED RIDGE COLUMN CONNECTION
L
7 ��;4;
REVISIONS RAWING STATUS CENTURY STEEL BLDGS
REV. DESCRIPTION: DATE DTLR DATE CHKR APPD I FOR CONSTRU�ITION PROJECT 50.0 x 75.0 x 16.0
I I FOR PERMIT ONLY Detail. PC'
f I FOR APPROVAL ID 12758 DESIGN; I &�FT; SPW I-CHECK: DMN
C I OTHER, EXPLAIN PROjECT FL DATE!12/17,11)? w7---llSljEET Ic
------------------ ADDRF_'�S
2' 2'
END OF BUILDING PLATE WELDED
112, TO RAFTER SIDEWALL GIRT ENDWAL
912 S. D, SCREW ORNER COLUMN COLUMN
SHEET ANGLE ROOF PURLI, 112'.1 1/4' A307 -ENDWALL GIRTS C
ENDWALL BOLTS ITIPI� 3 3/4' L/4' ENDWALL GIRT
(2) 112' 1-1/4' RAFTER //-C-5 CLIP 1/2'xl 1/4'
A307 BOLT W/NU T A307 BOLTS
c
2 1112 S 1) CREWS C-5 CLIP,,
L'luwmLL"L"'
1/2x
A317 10
+ zo 0 >_112 xt 1/4'
- - - - - - - A307 BOLTS
/r*9- BOLTS. SEE EN 'ALL Ef c I
FRAMING PLAN 9 Zr
. _ . r c
L
_'_�CFB20 C-5 CLIP-/
FLANGE BRACE C-71D
(IF REQUIRED) \-ENDWALL COLUMN 13 3/4' T. '_'�_11-BASE PLATE-
ENDVALL 7 C-5 CLIP
RAFTER
ENDWALL COLUMN
S_a.lt�
101c a-.TWO
(S"Al 11 UlEll GIRT TO CORN BASE PLATE F
&ENDWALL GIRT TO ER OR
ALL G'
FTER ENDWALL RAFTER TO COLUMN Co @ COLUMN @ ENDWALL COLUMN
SECTION THRU ENDWALL RA LUMNS
ROOF /-1/2'.1 1/4'
1 3/4' PURLIN--� A307 BOLTS
(TYP. U.N.)
-DOOR JAMB GABLE
RAKE
0- 0 EAVE STRUT A
7r ENDWALL [2 q'l FRAME #12 S. D. SCRE
L ...LL
RAFTER COLUMN
j� 0 - - - - - - - - - - - - - - -
Ic COLU N
FLAN" 1/2' X 1 1/4'
112'xI 1/4' BRACEE A307 BOLT/NUT
A307' RIGID FRAME
BOLTS RAFT(R� FLANGE BRACE
(IF REG) - - - - - - - - - - - - - - - -
tc SEE FRAME CROSS
SECTION FOR LOCATIONS
'OP11 7 - -
C-7A 16 BOLTS TOTA
BASE PLATE ADDITIONAL HOLES ARE PRESENT FOR
ZSEE ENDWALL DRAWING ALIGNMENT PURPOSES ONLY
FOR BOLT DIA AND TYPE. WALL GIRT \-WELDED BOLTS. 0.5'
PLATE x 1.0' (TYP)
BASE PLATE FOR RAFTER SPLICE AT SURFACE CHANGE ROOF PURLI TO ENDWALL RAFTER-,'-'
DOOR JAMB G 2 RIGID FRAME WALL GIRT TO FRAME COLUMN EAVE STRUT TO ENDWALL RAFTER
1/2'xl 1/4'
PC-I (IF REG) 3 3/4' A307 BOLTS
SEE ROOF FRAMING EAVE STRUT
EAVE STRUT OR LOCATION ,,--,ENDWALL GIRT DOOR
r—i r JAMB SLOT IN WEB TO INSE
RIGID FRAME 1/2'xl L/4' DOOR HILLSIDE WASHE,5R
HEADER AND EYEBOL
COLUMN 0 A307 BOLTS NUT
C-6A
RUT
17 I/32�7x'DILLIl
C,
C_
Co'
C_'
? LT
CLIP EYEBOL
C-6A FLAT
0 0 WASHER
MP
___\-C-5 CLIP C-6 CLIP 1/2'xi 1/4 CABIL ILLSIDE
DOIOR A307 DOLTS WASHER
112'xl 1/4 DOOR JAMB—/ JAM
ANGE
A307 BOLTS EXTENSION 1/2'xL 1/4' COLUMN OR
A307 DOLTS RAFTER WEB
IF PITCH GREATER THAN 1:12 SEAL
USE 6 - P12 X I SCREWS \-FLO-LOC GRIP
EAVE STRUT To ENDWALL GIRT TO DOOR JAMB COLUMN TO DOOR HEADER TO DIAGONAL CABLE, EYEBOLT END
RIGID FRAME DOOR JAMB @ EAVE STRUT DOOR JAMB
C tcA
4.
A.
REVISIONS RAWING TATUS CENTURY STEEL BLDGS
REV. DESCRIPTION: DATE DTLR DATE CHKR APPD C�FOR CONSTRUCTION PROJECT 50.0 x 75.0 x 16.0 5De
I I FOR PERMIT ONLY �Lll'.Pacje
I I FOR APPROVAL ID 12758 SIG DRAFT-.,SPW,7FCHL-CK: DMN
I I OTHER, EXPLAIN PROJECT DATE:12/17
--------------- -- ADDRESS
E LINE 4
LOCATION QUAN TYPE DIA LEN
ER-3-ER-4 8 A325 b
1�8 1 3/4�
CnIumns 4 A325 2" 1 1/4
TRIM TABLE
50'-0" OUT-TO-OUT OF STEEL FR ME LINE 4
ne OID MARK LENGTH DETAIL
T 5*-0" 1 JTRX 14 14'-3" TM31
15*-0" 18,-0" 12'-0" 2 HTX12 12'-3" TM33
3 VBTX20 20'-3" TM22
RA Ft 4 VBTX 15 15'-3" TM22
1 12 5 VBTX5 5'-3" TM22
12 1 6 VRTX20 20'-3" TM1 1
ER E 3 ER 4 7 VRTX5 5'-3" TM1 1
8 VPB 1 1-4" TM39
---.17 9 ICTX 14 14'-1"
C-4 7 10, JCTXJ -3"
m 2 1 12'
co BER TABLE
co DH-1 MEM
I G-6 FRAME LINE 4
G-1 G-5 ARK PART LENGTH
EC-1 8x35C16 14'-5 5/8"
EC-3 8x35Cl 3 15:-7 15/16"
EC-4 8x35Cl3
15 -9 15/16"
EC-5 8x35Cl6 14: 9 5/16"
ER-3 lOx25cl4 25 -1 /16"
r -1 /16"
J
-4 0 G-6 ER-4 lOx25cl4 25:-
lo G-1 G .1 DH-1 8x35Cl6 121-0
G-1 8X25Z16 14 -0"
G-4 8X35Z14 17'-4 1/2'
CN G-5 8X25Z,14 17'-41
G-6 8X25Z 6 3'-8
C., Sig 25a-I(,
(dE -
U — — — — — — — — — — — — — — — — — — — — — —
EC-1 EC-3 EC-4 EC-5 EC-1 ENDWALL
RAFTER
#R�
0 0
ENDWALL FRAMING: FRAME LINE 4
10 0
0 0
SEE ENDWALL DRAWING
FOR BOLT DIA AND TYPE.
RAFTER SPLICE AT SURFACE CHANGE
C) cn to
.1 .1 1
'co tn
co
N n co
'r- SEAL
to
<�9>
'A�l
Cr t
ENDWALL SHEETING TRIM: FRAME LINE 4
PANELS: 26 Go. R LIGHT STONE
RAWING STATUS CLNIUHY STEEL BLDGS
GENERAL NOTES: REVISIONS e� FOR CONSTRUCTION PROJECT 1 50.0 x 75.0 x 16.0 ENDWALL FRAMING i
ON ERECTION DRAWINGS IT HAS REV. DESCRIPTION: DATE DTLR DATE CHKR APPD C I FOR PERMIT ONLY ID 112758 DESIGN--_--_�_ ��CHECK: DMN
(1.) IF CABLE BRACING FOR END WALL IS NOT SHOWN RESIST ( I FOR APPROVAL
BEEN DETERMINED THAT DIAPHRAGM PANEL ACTION IS SUFFICIENT TO C I OTHER, EXPLAIN PROJECT I JACKSONV!ILLE, rL [-DATE: 12/17/nq ISHEET 8
i LONGITUDINAL FORCES. TEMPORARY BRACING SHOULD BE PROVIDED BY ERECTOR UNTIL ------------------—1 ADDRESS I I
�N.'_L WALL )tl,") P�Cn_r_ D.�.��ELS .,%RE !NSTALLED.
BOLT TABL FRAME LINE 1
LOCATION QUAN TYPE DIA LEN
ER-1—ER-2 8 A325 5 8
11 3/
50'-0" OUT—TO—OUT OF STEEL F Columns 4 A325 112" 1 4
TRIM TABLE
FRAME LINE 1
15'-0" 20'-0" 15'-0" OID MARK I LENGTH
I VBTX20 20'—Y TM22
RA 2 VBTX 10 10'-3" TM22
Fl 3 VRTX20 20'-3" TM1 1
12 1 1 12 4 VRTX5 5'-3" TM1 1
FR-1 E3 ER 1 2 5 VPQ l'-4" TM39
MEMBER TABLE
FRAME INE 1
MARK PART LENGTH
co EC-1 8x35�1—6 14 —5 5/8"
00 EC-2 8x35C12 15: 7 15/16"
1 ER-1 lOx25cl3 1
G-1 G-1 ER-2 lOx25cl3 25 —1 1/16"
G-3 25 —1 16'
G-1 8X25Z16 14 —0
G-2 8X25Zl2 19'-4
'o 11/2"
G-3 8X25Z13 19'-4 /2"
Lo
E:
G-1 G-2 G-1
E ENDWALL
RAFTER
EC-1 EC-2 EC-2 EC-1 L""w"LL 1 0 0
RAF
! :TER
ENDWALL FRAMING: FRAME LINE I
0 0
0 0
ZSEE ENDWALL DRAWING
FOR BOLT DIA AND TYPE.
RAFTER SPLICE AT SURFACE CHANGE
*10 co 1-4 U) co co
7 7 7 1 Lo 'N co CN
'co 'r,
to
to
SEAL
ENDWALL SHEETING & TRIM: FRAME LINE
PANELS: 26 Go. R LIGHT STONE
REVISIONS DRAWING STATUS CENTURY STEEL BLDGS ::4 z
(1.) IF CABLE BRACING FOR END WALL IS NOT SHOWN ON ERECTION DRAWINGS IT HAS REV. DESCRIPTION: [Y\'] FOR CONSTRUCTIDN
BEEN DETERI,/mED THAT DIAPHRAGM PANEL ACTION IS SUFFICIENT TO RESIST DATE DTLR DATE CHKR APPD I I FOR PERMIT ONLY PROJECT 50.0 x 75.0 x 16.0 ENDWALL FRAMING
LONGITUDINAL FORCES. TEMPORARY BRACING SHOULD BE PROVIDED BY ERECTOR UNTIL I I FOR APPROVAL ID 12758 DESIGN: ---7DRAFT; SPW CHECK: DMN
t I I OTHER, EXPLAIN
GENERAL NOTES:
PROJECT DATE:12/17/03 1 SHEET 7
------------------ ADDRESS 0-',",'!LLE, FL
1/2'x 1/4 TRIM TABLE
A307 DOLTS FRAME LINE F
(TYP. U.N.) OID MARK LENGT� DETAIL
o I VBTX20 —0 -3 TM22
2 VBTX 15 15'-3" TM22
3 VBTX 10 10'-3" TM22
-0 0- 0- 4 CTRX 16 16'-2" TM29
5 VCB 6" TM38
6 VGE 6" TM38
7 VEGX20 20'-3" TM4
8 VEGX 15 15'-3" TM4
0 9 J RX14 14'-3" TM31
FLANGE BRACE
e 10 HTX12 12'-3" TM33
(IF REQ) 11 JCTX14 14'-3"
SEE FRAME CROSS 1 IQTY 19 12'-3"
116 BOLTS TOTAil SECTION FOR LOCATIONS MEMBER TABLE
FRAME LINE F
ADDITIONAL HOLES ARE PRESENT FOR MARK PART LENGTH
ALIGNMENT PURPOSESQYLY DJ-1 8x35C16 15'-4"
75'-0" OUT-TO-OUT OF STEEL DH-1 8x35Cl 6 12'-0"
E-1 8E14 24'-ll 1/2"
E-2 8E14 24'-ll 1/2"
25'-0" 25'-0" 25'-0" E-3 8E14 24'-11 1/2"
G-7 8X35Z14 26'-1 1/2::
G-8 8X25Zl 6 26--1 1/2
G-9 BX35Zl 5 7'-4
E-1 E-2 E-3 G-10 8X25Z16 7'-4
G-11 8X25Zl6 6'-2
m
G-8 G-10 DH-I G-10 G-10 DH-1 G-11 3,-8 1/2"
*6
F Ln
G-7 _9 0 G-10 10
G-10 C-11
T T
- - - - - - - - - - - - - -
EC-1 RF 1-1 6'-6- 12'-0" 6'-6" RF11-1 6 -6" 12'-0" 6'-6" EC-I
GIRT
LAPS 3/4- !LtV-1 3/4-
SIDEWALL FRAMING: FRAME LINE F
(Gutters with 2 downspouts)
0<�> 0<�> <�>�
0 E3
- - - - - - - - - - - - - - - - - - - -
0 0 0 0 C SEAL
�2
<
--4 — --4- -4-- 4- J-- - - - - - - L - - - - - LILL
I-V
SIDEWALL SHEETING TRIM: FRAME LINE F
PANELS: 26 Ga. R LIGHT STONE
GENERAL NOTES: REVISIONS DRAWING STATUS CENTURY STEEL BLDGS
(I.) IF CABLE BRACING, WIND BENTS, WIND COLUMNS, OR WEAK AXIS DESIGN OF REV. DESCRIPTION: DATE DTLR DATE CHKR AP FOR CONSTRUCTION PROJECT 50 0 x 75.0 x 16.0 SIDEWALL FIR
SIDE WALL COLUMNS WERE NOT PROVIDED IT HAS BEEN DETERMINED THAT DIAPHRAGM P13 FOR PERMIT ONLY DRAFT: -FC
I I FOR APPROVAL ID 12758 DESIGN: SPW HECK.- DMN
PANEL ACTION IS SUFFICIENT TO RESIST LONGITUDINAL FORCES. TEMPORARY BRACING I I OTHER, EXPLAIN PROJECT JACl'SON\/II I P Pl DATE112/17/03
SHOULD BE SY EFECTOF UNTiL ALL 'N,%LL AND ROOF FANELS �RE INSTALLED. -------------------- ADDRESS
112'xl 1/4' TRIM TABLE
A307 DOLTS FRAME LINE A
<TYP. U.N.) OID MARK LENGTH DETAIL
1 VBTX2ZY 0 -3 TM22
2 VBTX 15 15'-3" TM22
1 0 0 0 3 CTRX1 6 16'-2" TM29
- - - - - -Ell 4 VCB 6" TM38
5 VGE 6" TM38
6 VEGX20 20'-3" TM4
E MARK PART LENGTH
7 VEGX 15 15'-3" TM4
MEMBER TABLE
FRAME LINE A
FLANGE BRACE
(IF REQ) E-1 8E14 24--11 1/2"
SEE FRAME CROSS
T N FOR LOCATIONS E-4 8E14 24- 1 2
SEC 10 11
G-8 8X25Z16 26--1 1 2"
t6 BOLTS TOTA-El G-12 8X25ZI4 26'-1 1 2':
ADDITIONAL HOLES ARE PRESENT FOR G-13 8X25Z 16 27'-3 1/2'
ALIGNMENT PURP S ONLY 75'-0" OUT-TO-OUT OF STEEL 1
25'-0" 25'-0" 25'-0"
QE E-1 E-4 E-1
36' NOMINAL COVERAGE
12' 12, 12,
G-8 G-13 4- 4- 4-
G-8
J4'
MINOR RIB MAJOR RIB
1-1/4- 3/L6l
G-12 G-13 G-12
C14
'R' WALL PANEL PROFILE
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
I J
EC-1 RFI-1 RF1-1 EC-1
GIRT
LAPS -L!�V-1 3/4"
SIDEWALL FRAMING: FRAME LINE A
(Gutters with 2 downspouts)
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
0 0 0 0 0 0 0 0 C) C 0 a 0 0 0 0 0 0 0 0 0 a 0
.1 .1 .1 .1 .1 .1 .1 .1 .1 .1 -1 .1 .1 .1 .1 .1 .1 .1 <�> SEAL
L L L L L L L L L L L L L i—
SIDEWALL SHEETING & TRIM: FRAME LINE A
PANELS: 26 Go. R LIGHT STONE
REVISIONS DRAWING STATUS CENTURY STEEL BLDGS
(1.) IF CABLE BRACING, WIND BENTS, WIND COLUMNS, OR WEAK AXIS DESIGN OF REV. DETC—RIPTION: DATE DTLR DATE CHKR APPD 0(l FOR CONSTRUCTION PROJECT±50.0 x 75.0 x 16.0 SIDEWALL FRAMING
C 3 FOR PERMIT ONLY 12 —T DRAFT: SPW CHECK: DMN
SIDE WALL COLUMNS WERE NOT PROVIDED IT HAS BEEN DETERMINED THAT DIAPHRAGM 1 1 FOR APPROVAL 11) 12758 DESIGN:
PANEL ACTION IS SUFFEENT TO RESIST LONGITUDINAL FORCES. TEMPORARY BRACING I I OTHER, EXPLAIN PROJECT DATE:12/17/03 SHEET 5
=-�i' EFE=F U[jil 'LL !:',LL AND F�-,- F;44ELS i[JS- ILLED. JACKSONVILLE, FL
�H'-')ULD BE P� - . � A — —
GENERAL NOTES:
BRACE CABLE ASSEMBLY MEMBER TABLE
�-I/2'xl 1/4'
A 3,1,7 BOLTS CABLE HARDWARE FACTORY ATTACHED MARK PART I LENGTH
'T '.N.' SYMMETRICAL AT BOTH ENDS P-1 8X2521 4 26'-1 1/2"
P-2 8X25Z14 27'-3 1/2"
0 E-1 8E14 24:-Jll 11/2"
-Ell� E-2 8E14 24 -
I o 0 0 36' NOMINAL COVERAGE 11 /2::
- - - - - - - - - - - - - - -- - E-3 BE14 24 1 1/2
12' 12, E-4 8E14 24 1 1/2"
FLO-LOC GRIP 4' 4' 4' CB-1 1: CC BI LL 21 -1"
QQ-2 0 27'-0"
3/4'
Ic' iz'(A I
0 0 FLANGE BRACE CABLE \MINOR RIB MAJOR RIB
(IF REO) EYESOLT
SEE FRAME CROSS
SECTION FOR LOCATIONS HILLSIO 3/16'
16 BOLTS TOTA[l FLAT
ADDITIONAL HOLES ARE PRESENT FOR WASHER NU
ALIGNMENT PURPOSES ONLY 'PBR' ROOF PANEL PROFILE
75'-0" QUT-T0-QUT OF STEEL
25'-0" T 25'-0" 25'-0"
A Li E-i RFl-1 E-4 RFI-1 E-1
uj
P-1 (Typ)LjA- P-2 (Typ) P-1 (Typ)U,f4. ul)
Ll
Elf
TAPE SEAL ROOF PANEL
Li SKYLI CHT PANEL-\
00
IG ROOF PANEL
-d-04
tn V) c"I
C'4 ER-1 R -2 RFI-2 ER-4
0 F-= k"17 - 11
F -1 LIGHT TAPE
0 1-�t
ckf 7 1 PANEL
(3) jt2 SOS SCRE
c LlClir PANEL
TAPE S LAP SCREW
L -1 j r
LRC-R ROOF PANEL TAPE SEAL SKYLI CHT PANEL
El ROOF PANEL
P-1 (Typ)u-K. P-1 (Typ)L)-K- (25)
STTRI P 4 OF I NStL- FOLD VAPOR BARRI ER OVER
I A ON F;OU VAPER PANEL RIG
EIARRI ER AND FOLD
VAPOR BARRI ER HACK opri omL I NSLLATI ON FRI N
A OVER STEEL PANEL I RSULATI ON
P-S ;7 GIB- c 7- END LAP W TH I NSULATI ON SIDE LAP W TH INSULATION
I--T
ZR-2 ER-3-
Li
of co
Z) I SKYLI GHT I NSTALLATI ON DETAI LS
tn En
04
u- I clq SEAL
0 RFl-2 RF1-2 I
0
7
N
71 17
LuLl
E-1 RFI-1 \f C
E-2 RFI-I E-3
CL.
PURLIN l'-1 3/4" V-1 3/4" ROOF
LAP 2-�-1 3/4" il—r-1 3/4- SHEETING
ROOF FRAMING PLAN PANELS: 26 Go. PBR
Golvalume 7
.k W,
REVISIONS RAWING STATUS CENTURY STEEL BLDGs
REV. DATE DTLR �CHKR APPD 9FOR CON TRUCTION PROJECT 50.0 x 75.0 x 16.0 ROO�7 FRA
[ I FOR PERMIT ONLY
C I FOR APPROVAL ID 12758 DESIGN: I DRAFT: SPW--j CHECK: I)VIN
[ I OTHER, EXPLAIN PROJECT JACKSON\/ILLE, Ft. DATE: 12/17/03 SHEET 4
1,DIIRES S
i SPLICE BOLTS MEMBER SIZE TABLE (in)
-Splice Tor) Of Plate Bottom Of Plate WEB DEPTH WEB PLATE OUTSIDE FLANGE INSIDE FLANGE
PIECE I
Mark Qnt Typ Dio Len Ont Typ Dia Len — START/END THICK I LENGTH I W xT x LEN W x T x LEN
— - RF1 -1 9.8/21.0 0.135 185.7 5 x 3 x 184.0 5x 1/4" x 160.9
Sp— 1 4 A325 0.625 2.25 4 A325 0.625 2.25
Sp— 2 5 x 3 x 29.3
4 A325 0.625 2.25 4 A325 0.625 2.25 RF1 -2 21.0/ 9.5 0.135 151 .6 5 x 3 x 240.0 5 x 1/4" x 152.0
1 1 9.5/ 9.5 n 1 1 5 X 29.9 5 x 3/16" x 119.2
77FLANGE BRACES: Req—d Both Sides Unless Noted
FBxxA(l xx=inches, (1)=one side only
A L2X2X14G
RC—R
4" 24'-8"
4
26 Go. PB Golvalurne 11-0"
1V 15/16" 4 —6 7 /16"r
'-6 ------------ '41'-6 1/1
_z�
12 F B 3�O A�l FB29.5A 1 29.5A(l) 12
FB,3
FB34.5A 1) 00 00 34.5A(l)
"�71J3 - - I - — - — t 3
3,_8 1/21 FF A RF7-2 3'-8 1/2"
v
(A
-in
0 in o
I
< u
LD C
C Lq
0
Qf Cr
C3 0
cli rn_LD CO
L)
in
777
8" .11'-9 7/16" 45'—1 1/8" 1'-9 7/1 81,
Clearance
50'-0" OUT—TO—OUT OF STEEL
SEAL
BUILDING CROSS SECTION
FOR FRAME LINE 2 3
%fic
REVISIONS ,DRAWING STATUS CENTURY STEEL BLDGS
I FOR CONSTRUCTION
REv. DESCRIPTION: DATE DTLR DATE CHKR PD 1�1'3 FOR PERMIT ONLY 50.0 x 75.0 x 16.0 RIGID FRAME i ELE�)A I IOU'
I I FOR APPROVAL ID 112758 DES[--,N; '. 1 DRAft:.SPW CHECK: D
EXPLAIN PROJECT 'ACKSONVILLE, F T—DATE-. 12/1-7/03 SHEET' 3
------------------ ADDRESS
NOTES FOR REACTIONS COLUMN LINE
Building reactions are based on
the following building data:
Width (ft) = 50.0
Length (ft) = 75.0
Eave Height (ft) = 1 6.0/16.0
Roof Slope (rise/12 = 1.0/ 1.0
Dead Load (psf ) = 2.0
Collateral Load (psf = 3.0
Ro Live Load ( f 20.0
Froomfe Live Load 6�ssf 12.0
Wind Speed (mph 120.0 3 SEC GUST
Wind Code FBC 01
E.posure C
Closed/Open C
Importance - Wind 1.00
I mporl�ance - Seismic = 1.00
Seismi, Coeff (Fo*Ss) = 0.24
H
Id Description
-- -------------------- IV IV
I DL+CO+LL FRAME LINE ----
2 O.60DL+WL1
3 0.60DL+WR1 RIGID FRAME: ANCHOR E30LTS & BASE PLATES
4 O.6ODL+WP
5 O.6ODL+WR 1+WS
Frm Col Anc. Bolt Bose Plate (in) Grout
Line Line NoD(in) Wid Len Thk (in)
GENERAL NOTES 2 - A 4 0.750 8.000 10.25 0.500 0.0
2 - F 4 0.750 8,000 10.25 0.500 0.0
(1.) APPLICATION OF ENGINEERS SEAL IS FOR METAL BUILDING ONLY AND DOES NOT
REPRESENT THE PROFESSIONAL OF RECORD.
2 * Frame lines: 2 3
(2.) FOUNDATION DESIGN AND CONSTRUCTION ARE NOT THE RESPONSIBILITY OF THE
METAL BUILDING MANUFACTURER.
(3.) ANCHOR BOLTS SHALL BE ACCURATELY SET TO A TOLERANCE OF +/- 1/8" IN BOTH RIGID FRAME: BASIC COLUMN REACTIONS (k
ELEVATION AND LOCATION.
Frame Column ----Dead-----Collateral- ----Live---- --Wind-Ll--- --Wind-Rl--- --Wind-L2---
(4.) THE BUILDING REACTION DATA REPORTS THE LOADS WHICH THIS BUILDING PLACES Line Line Hariz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert
ON THE FOUNDATION. THE FOUNDATION IS TO BE DESIGNED BY A OUALIFIED ENGINEER 2 * A 0.87 1.77 1.05 1.88 4.19 7.50 -7.73 -11.73 -2.04 -7.72 -6.55 -6.81
TO SUPPORT THE BUILDING REACTIONS IN ADDITION TO OTHER LOADS IMPOSED BY THE 2 - F -0.87 1.77 -1.05 1.88 -4.19 7.50 2.04 -7.72 7.73 -11.73 0.86 -2.77
BUILDING USE OR OCCUPANCY WITH RESPECT TO JOB SITE CONDITIONS.
Frame Column --Wind-R2--- -Seismic-L-- -Seismic-R-- --LnWind-L-- --LnWind-R--
(5.) ALL ANCHOR BOLTS TO BE ASTM SPECIFICATION A307 UNLESS OTHERWISE NOTED. Line Line Hor;z Vert Hartz Vert Horiz Vert Horiz Vert Horiz Vert
2 A -0'86 -2.77 -0.16 -0.10 0.15 0.10 -2.49 -10.77 -2.36 -8.70
(6.) VALUES GIVEN FOR SENDS AND ANCHOR BOLT TOTAL LENGTHS ARE SUGESTED LENGTHS 2 F 6.55 -6.81 -0.16 0.10 0.16 -0.10 2.86 -8.70 2.49 -10.77
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. 2 Frame lines: 2 3
ENDWALL COLUMN: REACTIONS, ANCHOR BOLTS. & BASE PLATES
--------------------Column-Reactions (k )-------------------
Out-Of-Plone -----------------------
Firm Cal Dead Coll Live Wind-Left Wind-Right Wd P Wd S Anc. Bolt Base Plate (in) Grout
Line Line Vert Vert Vert Horiz Vert Horiz Vert Horiz Horiz NoD(in) Wid Len Thk (in)
------------------------------------------------- ------------------------
I F 0.2 0.2 1.4 0.0 -0.9 0.0 -1.6 0.0 0.0 2 0.625 7.000 8.000 0.188 0.0
1 E 0.7 0.7 4.9 0.0 -3.5 0.0 -5.2 -2.6 2.8 2 0.625 7.000 8.000 0.188 0.0
I C 0.7 0.7 4.9 0.0 -5.2 0.0 -3.5 -2.6 2.8 2 0.625 7.000 8.000 0.188 0.0
1 A 0.2 0.2 1.4 0.0 -1.6 0.0 -0.9 0.0 0.0 2 0.625 7.000 8.000 0.188 0.0
4 F 0.2 0.2 1.5 0.0 -1.7 0.0 -1.0 0.0 0.0 2 0.625 7.000 8.000 0.183 0.0
4 E 0.6 0.7 4.7 0.0 -5.0 0.0 -3.3 -2.4 2.7 2 0.625 7.000 8.000 0.188 0.0
4 D 0.6 0.6 4.1 0.0 -3.0 0.0 -4.2 -2.3 2.5 2 0.625 3.500 8.000 0.183 0.0
4 B 0.3 0.3 2.0 0.0 -1.3 0.0 -2.4 -1.2 1.3 2 0.625 3.500 8.000 0.188 0.0
4 A 0.1 0.1 0.4 0.0 -0.3 0.0 -0.3 0.0 0.0 2 0.625 7.000 8.000 0.188 0.0
BRACING REACTIONS, PANEL SHEAR
± Reactions (k ) Panel
---Wall- Cal --Wind----Seismic- Shear SEAL
Loc Line Line Horz Vert Harz Vert (lb/ft)
---------------------------- ------
L-EW 1 36
F-SW F 70
R-EW 4 48
B-SW A 47
QVI
le
0
z
Q
DRAWING TATUS
REVISIONS [X3 FOR CONSTRUCTIC!N CENTURY STEEL BLDGS
REV. DESCRIPTION: DATE DTLR DATE I CHKR TPPD [ I FOR PERMIT ONLY PROJECT 50.0 x 75.0 x 16.0 ANCHOR'BOLT-IRC:AN-
C I FOR APPROVAL ID 12758 DESIGN: I 'I DRAFT� SPW CHECK: DMN
C I OTHER, EXPLAIN PROJECT &rvrnti,/Ti DATE:12/17/03 SHEET 2
------------ I ADDRESS _ I—-..-LE, FL
D;n= �-/S" Dio= 5
oe� ANCHOR BOLT SUMMARY
7 3 1/2" ANCHOR B31-T NOTES
VALUES GIVEN FOR BENDS AND ANCHOR BOLT TOTAL LENGTHS ARE SUGGESTED ----- ---- ----- ----- ----- -----
LENGTHS ONLY. IT IS THE RESPONSIBILITY OF THE FOUNDATION ENGINEER TO Total Send
F DETERMINE THESE VALUES SINCE THEY ARE A FUNCTION OF CONCRETE STRENG H Ont Lac Dia Len Len Prqj'
AS WELL AS OTHER FACTORS. (in) (in) (in)
in)
4" --------- ----- ----- -----
Co 0 8 DJ 5/8. 9.00 3.00 3.00
0 is EW 5/8 12.00 3.00 3.00
Do 2" 0 16 RF 3/4- 18.00 3.00 3.00
4"
L EW EW/ L
Sw
2" 2" 1 3/4"
8" See Plan
DETAIL A DETAIL E
DiG= 5/8" -1) 1
Cl-
75*-0"STEEL LINE TO STEEL LINE
25'-0" 25'-0" 25'-0"
-Q�o `
4
00
EW L CO 2�2" 2" 2" CO
0 0
Fo-]A
2" 2" C" aim A 1767
See Plan D CN CN 4'-4
D
DETAIL 6
Dio= 5/8"
3 1/2" 'p
0 0
mo B
Li
0 V)
0
Do 4" .2
0 Li
2 z C
EW G) cc
L E-I
C
-j 04 'Cc
T
1 3/4"
See Plan
DETAIL C
uj L2J B B LOS�
3/4" CN 0 0 C'4
Dio= 8"
3"
D D
-2!E L�J A A
3" 0 a 0 a -9
E2 E E�2 C4
10 2 2"
8., 2 2 io
2" 2" j L
Sw r.11 3/4' 1 3/4' . .'�1 3/4" 1 3/4�
r
See Plan 12'-0" 6'-6" . 6 12 _0" 6-6.. SEAL
DETAIL D FRAME IJNE-'�� 25'-0" 1 25'-0" 25'-0"
DIMENSIONS 6 &
ANCHOR BOLT PLAN
NOTE: All Base Plates 0 100'-0" (U.N.)
CONCRETE LINE FINISHED FLOOR
WALL PANEL
STEEL LINE
1/4" 1"NAIL ANCHOR
.36- O/C
(WALL FASTENER FINISHED
_O
14 X 7/8- S6S)Z�- FLOOR
PROJ.
3
14 F.O. WIDTH 4-
BASE TRIM
S E LINE REVISIONS DR WING STATUS -S
-1 L FOR CONS CENTURY STEEL BLDG
MIC OF A RUCTION
REV. DESCRIPTION: DATE DTLR DATE CHKR APPD [ I FOR PERMIT ONLY PROJECT 50.0 x 75.0 x 16.0 ANCHORe'BO'aT%PLAN-_'.
CONCRETE EDGE AND BASE TRIM NO NOTCH TYP, O.H. DOOR RECESS DETAIL C I FOR APPROVAL ID 12758 ESIGW']''i'--'I'DRAPT-SPW� I CHECK: DMN
1 3 OTHER, EXPLAIN PROJECT JAC DATF:1P/17/n-4
-;�'CHQF FQLT �:FGJECT;Of4 ------------------ ADDRESS KSONVILLE, FIL
ENGINEERING DESIGN CRITERIA SPECIAL NOTE: GENERAL NOTES
BUILDING IS NOT STRUCTURALLY SOUND UNTIL ALL 1. MATERIALS ASTM DESIGNATION
WALL COVERING, ROOF SHEETS, AND PERMANENT STRUCTURAL STEEL PLATE A529 OR A572 OR A570 OR A607 GRADE 50
CENTURY STEEL BLDGS DATEI 2/17/03 BRACING IS INSTALLED. BUILDER / CONTRACTOR IS COLD FORMED LICHT CAGE SHAPES A570 OR A607 GRADE 55
BRACE RODS A572 GRADE 65. UNLESS NOTED
RESPONSIBLE FOR SUPPORTS OR TEMPORARY BRACING HOT ROLLED MILL SHAPES A36 OR A572 FY= 36 KSI OR GRADE 50
Job Number 12758 DESIGNED BY: DURING ERECTION, HE SHALL FURNISH, AND INSTALL ROOF AND WALL SHEETS A653 OR A792 GRADE 50
THESE TEMPORARY SUPPORTS WHERE NECESSARY. BOLTS A307, A325, AND A490 A307 UNLESS NOTED
End User CHECKED BY: TEMPORARY SUPPORTS ARE NOT PROVIDED BY THE BUILT—UP MEMBERS A570 GRADE 50 OR 55
Job Location: JACKSONVILLE, FL METAL BUILDING MANUFACTURER. 2. STRUCTURAL PRIMER
SHOP PRIMER PAINT IS A RUST INHIBITIVE PRIMER AND IT'S COLOR IS RED OXIDE.
DESIGN PARAMETERS THIS PAINT IS NOT INTENDED FOR LONG TERM EXPOSURE TO THE ELEMENTS.
BUILDING DESCRIPTION: SNOW 3. A325 eOLTTIGHTENING REOUIREMENTS
ALL HIGH STRENGTH BOLTS ARE A325—N UNLESS SPECIFICALLY NOTED OTHERWISE.
NOMINAL WIDTH: 50 feet FLAT ROOF SNOW LOAD Pf 0 psf STRUCTURAL BOLTS SHALL BE TIGHTENED BY THE TURN—OF—THE—NUT METHOD IN ACCORDANCE WITH THE NINTH
NOMINAL LENGTH: 75 feet GROUND SNOW LOAD Pg 0 psf EDITION AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS". PER SECTION 8D.l.
EAVE HEIGHT, BACK S.W: 16 feet SNOW LOAD IMP. FACTOR N/A A325 BOLTSMAY BE INSTALLED WITHOUT WASHERS WHEN TIGHTENED BY THE TURN—OF—THE NUT METHOD.
ALL HIGH STRENGTH BOLTS. EXCEPT AS NOTED OTHERWISE. ARE SUBJECT TO DIRECT TENSION AND MAY REQUIRE
EAVE HEIGHT, FRONT S.W: 16 feet THERMAL FACTOR Ct N/A INSPECTION AS DEFINED BY THE APPLICABLE BUILDING CODE OR STANDARD. IT IS THE RESPONSIBILITY OF THE
ERECTOR TO ASSURE PROPER TIGHTNESS.
ROOF SLOPE, LEFT: 1.0:12 SNOW EXP. FACTOR Ce N/A
ROOF SLOPE, RIGHT: 1.0:12 4. BUILDER/CONTRACTOR RESPONSIBILITIES
THE METAL BUILDING MANUF.'S STANDARD PRODUCT SPECIFICATIONS APPLY AND UNLESS STIPULATED OTHERWISE IN
DESIGN LOADS ENGINEER'S STAMP THE CONTRACT DOCUMENTS. THE METAL BUILDING MANUF.'S DESIGN, FABRICATION, QUALITY CRITERIA STANDARDS AND
BUILDING CODE: FBC 01 v TOLERANCES WILL GOVERN THE WORK.
FRAME SELF WEIGHT: INCLUDED IN CASE OF DISCREPANCIES BETWEEN METAL BUILDINGS MANUF. STRUCTURAL PLANS AND PLANS FOR OTHER TRADES.
THE METAL BUILDING MANUF.'S PLANS SHALL GOVERN.
ROOF DEAD LOAD: 2 psf IT IS THE RESPONSIBILITY OF THE BUILDER / CONTRACTOR TO OBTAIN APPROPRIATE APPROVALS AND NECESSARY
COLLATERAL LOAD: 3 psf PERMITS FROM CITY, COUNTY, STATE. OR FEDERAL ACENCIES. AS REQUIRED.
LIVE LOAD: 20 psf APPROVAL OF METAL BUILDING MANUF.'S DRAWINGS CONSTITUTES THE BUILDER / CONTRACTOR'S ACCEPTANCE OF THE
SNOW LOAD, ROOF: 0 psf METAL BUILDING MANUF.'S INTERPRETATION OF THE CONTRACT PURCHASE ORDER.
ONCE THE BUILDER / CONTRACTOR OR A/E FIRM HAS SIGNED MANUF.'S APPROVAL PACKAGE, CHANCES FROM
WIND SPEED: 120 mph THE PURCHASE ORDER BY THE BUILDER WILL BE BILLED TO THE BUILDER / CONTRACTOR FOR MATERIAL,
3 sec gust ENGINEERING AND HANDLING FEES. SUCH CHANGES MAY CAUSE THE PROJECT TO BE MOVED FROM TH-- FABRICATION
AND / OR SHIPPING SCHEDULE. A PENALTY FEE MAY BE CHARGED IF THE PROJECT MUST BE MOVED-FROM THE
WIND EXPOSURE: C FABRICATION AND / OR SHIPPING SCHEDULE, AS LONG AS THE MANUF.'S DESIGN AND DETAILING APPROACH COMPLIES
WITH THE PURCHASE ORDER.
CLOSURE "C, 0, P" Closed THE BUILDER / CONTRACTOR OR A/E FIRM ARE RESPONSIBLE FOR THE OVERALL PROJECT CONDITION. ALL INTERFACE
IMP. FACTOR, WIND 1.00 AND COMPATIBILITY CONCERNING ANY MATERIALS NOT FURNISHED BY THE MANUF. ARE TO BE CONSIDERED AND
COORDINATED BY THE BUILDER / CONTRACTOR OR A/C FIRM. UNLESS SPECIFIC DESIGN CRITERIA CONCERNING THIS
BUILDING CATEGORY INTERFACE BETWEEN MATERIALS IS FURNISHED AS PART OF THE PURCHASE ORDER. THE METAL BUILDING MANNUF.'S
SEISMIC PARAMETERS: ASSUMPTIONS WILL GOVERN.
THE BUILDER / CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL OTHER PROJECT PLANS AND SPECIFICATIONS
SEISMIC USE GROUP: I COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITY. SUPPLYING SEALED
SEISMIC DESIGN CATEGORY: B ENGINEERING DESIGN DATA AND DRAWINGS BY THE BUILDING MANUF. DOES NOT IMPLY OR CONSTITUTE AN
AGREEMENT THAT THE BUILDING MANUF. OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN
SPECTRUAL RESPONSE COEF. "SDS" 0.24 PROFESSIONAL FOR THE CONSTRUCTION PROJECT. THESE DRAWINGS AND DESIGN DATA ARE SEALED AS TO THE
STRUCTURAL SYSTEM FURNISHED BY THE METAL BUILDING MANUF. IN COMPLIANCE WITH ALL REQUIREMENTS OF THE
2 SEC PERIOD PURCHASE ORDER.
SPECTRUAL RESPONSE COEF. "SDI" 0.18 THE BUILDER / CONTRACTOR IS RESPONSIBLE FOR SETTING OF ANCHOR BOLTS AND ERECTION OF STEEL BUILDING
1 SEC PERIOD COMPONENTS IN ACCORDANCE WITH THE METAL BUILDING MANUF.'S "FOR CONSTRUCTION" DRAWINGS. TEMPORARY
SUPPORTS OR BRACING REQUIRED FOR THE BUILDING ERECTION WILL BE THE RESPONSIBILITY OF THE ERECTOR TO
SITE CLASS ( ASSUMED D DETERMINE. FURNISH, AND INSTALL.
BASIC SEISMIC—FORCE RESISTING SYSTEM MOMENT RESISTING FRAME THE METAL BUILDING MANUF. DOES NOT WARRANT STRUCTURAL INTEGRITY OF ANY COMPONENTS FIELD MODIFIED
OR DESIGNED AND FABRICATED BY OTHERS. NEITHER DO WE ACCEPT DESIGN RESPONSIBILTY FOR THE EFFECTS
DESIGN BASE SHEAR 0.16 HORIZ. NON STANDARD COMPONENTS DESIGNED BY OTHERS MAY HAVE ON THE SYSTEM IN GENERAL.
ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE PROCEDURE
SHEETING SKYLIGHTS FRAMED OPENINGS VENTILATORS LINER PANELS DRAWING RELEASE HISTORY DRAWING REVISIONS
26 GA. (PBR) PANEL GALV. ROOF NO. DESCRIPTION COLOR NO. SIZE DESCRIPTION NO, DESCRIPTION WALL THICK TYPE LIN FT. HT. COLOR DATE SENT REASON FOR RELEASE REVISION DATE BY DESCRIPTION
26 CA (R) PANEL LT.STONE WALL 3 3' x 10'-8 W/TRIM WHITE 3 3' x 7' FO. 2 9" X 10- VENTS W/BS DMP. L.E.W. 26 GA "R" 0' 0. PIN A
01 B
TRIM 3 12' X 14' FO. F.S.W. 26 CA "R 0' PW
WALL—LIGHTS 1 4' X 4' FO. R.E.W. 26 CA "R" 0' 0' PIN
26 CA LIGHT STONE CUTTER 1 2 12' X 5*-6" FO. B.S.W. 26 GA "R" D
0 0, PW F I Q A
N
26 CA LIGHT STONE DOWNS NO.1 DESCRIPTION COLOR BLANKET TYPE INSULATIO J E
F
it�0.!5209�
26 GA. LIGHT STONE RAKE IN/A N/A WHITE DOORS/WINDOWS NONE 0 BY MFG 0 BY OTHERS 0 G rj
I MISC. ACCESSORIES Inez
26 GA. N/A EAVE NO. DESCRIPTION ROOF 3" WALL 3" H
26 CA LIGHT STONE CORNER
BASE CONDITION 3 3070 WALK DOOR PAINT: RED OXIDE SCREWS: 1.25- NO. DESCRIPTION
26 CA� LIGHT STONE ACCESS. N/A ROLL—UP DOOR ROOF: LLSD N/A N/A
K
ANGLE 01NOTCH 0 SPC TRIMS 1 4040 WINDOW FIXED GLASS(BRONZE FRAME & GLASS), WALLS: STD 24
L
TRIM DIFL—CEE CD NONE 0 1 2 2056 WINDOW (BRONZE FRAME & CLASS)
NOTES FOR REACTIONS COLUMN LINE
Building reactions are based on
the following building data:
Width (ft = 50.0
Length (�t) = 75.0
Eave Height (ft) 60 16.0
Roof Slope (rise/12 1.6�1.0
Dead Load (psf .0
.0
Collateral Load (psf 3.0
Roof Uve Load ( f 20.0
Frame Live Load 6S 12-C)
Wind Speed (mph �sf 120.0
Wind Code IBC 00
Exposure C
Closed/Open C
Importance - Wind 1.00
Imporlia nce - Seismic 1.00
Seismic Coeff (Fa*Ss) 0.24
Id Description
---------------------- IV IV
1 DL+CO+LL FRAME LINE
2 0.60DL+WL1
3 O.60DL+WR1
4 0.60DL+WP RIGID FRAME: ANCHOR 13OLTS BASE PLATES
5 0.60DL+WR I+WS
I ----------------------------------
Frm Cal Anc. Bolt Base Plate (in Grou
Line Line NoO(in) Wid Len �hk (in)t
GENERAL NOTES --------
2 0 A 4. 0.750 8.000 10.31 0.500 0.0
2 0 F 4 0.750 8.000 10.31 0.500 0.0
1.� APPLICATION OF ENGINEERS SEAL IS FOR METAL BUILDING ONLY AND DOES NOT
E RESENT THE PROFESSIONAL OF RECORD.
2 * Frame lines: 2 3
(2.) FOUNDATION DESIGN AND CONSTRUCTION ARE NOT THE RESPONSIBILITY OF THE
METAL BUILDING MANUFACTURER.
R3.) ANCHOR BOLTS SHALL BE ACCURATELY SET TO A TOLERANCE OF +/- 1/8" IN BOTH RIGID FRAME: BASIC COLUMN REACTIONS (k
EVATION AND LOCATION.
Frame Column ----Dead-----Collateral- ----Live---- --Wind-Ll--- --Wtnd_RI--- --Wind-L2---
�14.) THE BUILDING REACTION DATA REPORTS THE LOADS WHICH THIS BUILDING PLACES Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert
14 THE FOUNDATION. THE FOUNDATION IS TO BE DESIGNED BY A QUALIFIED ENGINEER 2 * A 0.89 1.81 1.07 1.88 4.25 7.50 -9.59 -14.40 -2.60 -9.50 -8.10 -8.36
TO SUPPORT THE BUILDING REACTIONS IN ADDITION TO OTHER LOADS IMPOSED BY THE 2 0 F -0.89 1.81 -1.07 1.88 -4.25 7.50 2.60 -9.50 9.59 -14.40 1.11 -3.41
BUILDING USE OR OCCUPANCY WITH RESPECT TO JOB SITE CONDITIONS. Frame Column --Wimd_R2--- -Seismic-L-- -Seismic-R-- --LnWind-L-- --LnVind_R--
(5.) ALL ANCHOR BOLTS TO BE ASTM SPECIFICATION A307 UNLESS OTHERWISE. NOTED. Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert
2 " A -1.11 -3.41 -0.16 -0.10 0.16 0.10 -3.14 -13.23 -3.59 -10.69
(6.) VALUES GIVEN FOR BENDS AND ANCHOR SOLT TOTAL LENGTHS ARE SUGESTED LENG-HS 2 * F 8.10 -8.36 -0.16 0.10 0.16 -0.10 3.59 -10.69 3.14 -13.23.
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 FACnRS. 2 * Frame lines: 2 3
ENDWALL COLUMN: REACTIONS, ANCHOR BOLTS, & BASE PLATES
--------------------Column-Reoctions (k )-------------------
Out-Of-Plane -----------------------
Frim Cal Dead Coll Uve Wind-Left Wind-Right Wd P Wd S Anc. Bolt Base Plate (in Grout
Line Line Vert Vert Vert Horiz Vert Horiz Vert Horiz Horiz NoD(in) Wid Len �hk (in)
------------------------------------------------- ----------------
1 F 0.2 0.2 1.1 0.0 -1.1 0.0 -2.0 0.0 0.0 2 0.625 7.000 8.000 0.188 0.0
I E 0.7 0.7 3.9 0.0 -4.3 0.0 -6.4 -3.2 3.5 2 0.625 7.000 8.000 0.188 0.0
I C 0.7 0.7 3.9 0.0 -6.4 0.0 -4.3 -3.2 3.5 2 0.625 7.000 8.000 0.188 0.0
1 A 0.2 0.2 1-1 0.0 -2.0 0.0 -1.1 0.0 0.0 2 0.625 7.000 8.000 0.188 0.0
4. F 0.2 0.2 1.5 0.0 -2.0 0.0 -1.2 0.0 0.0 2 0.625 7.000 8.000 0.1 88 0.0
4 E 0.6 0.7 4.7 0.0 -6.2 0.0 -4.0 -3.0 3.3 2 0.625 7.000 8.000 0.188 0.0
FILE COPV 4 D 0.6 0.6 4.1 0.0 -3.6 0.0 -5.2 -2.8 3.1 2 0.625 3.500 8.000 0.188 0.0
4 a 0.3 0.3 2.0 0.0 -1.6 0.0 -3.0 -1.4 1.6 2 0.625 3.500 8.000 0.188 0.0
4 A 0.1 0.1 0.+ 0.0 -0.4 0.0 -0.4 0.0 0.0 2 0.625 7.000 8.000 0.188 0.0
BRACING REACTIONS, PANEL SHEAR
t Reactions (k ) Panel
---Wall— Cal --Wind----Seismic- Shear SEAL
Lac Line Line Harz Vert Harz Vert (lb/ft)
------------------------- ------
L-EW 1 45
F-SW F 86
R-EW 4 59
13-SW A 58
Ce,
CP
3 -C) 0 r/7
vil,
C3
FILE COPY
Air
ky /
REVISIONS DRAWING STATUS CENTURY STEEL BLDGS
REV. DESCRIPTION: FOR CONSTRUCTION
DATE DTLR DATE CHKR APPO FOR PERMIT ONLY PROJECT 50.0 x 75.0 x 16.0 ANCHOR BOLT PLAN
FOR APPROVAL ID 12758 DESIGN: DRAFT: 7CHECK:
OTHER, EXPLAIN PROJECT JACKSONVILLE, FL DATE: 4/28/ 4 1 SHEET OF
ADDRESS
STRUCTUML GENERAL OTES
N
1. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION AND IN
COORDINATION WITH OTHER CONTRACT DOCUMENTS.
DISCREPANCY CONTRACTOR SHALL NOTIFY THE ENGINEER IN THE EVENT OF
CONFLICT. FOR RESOLUTION OF
2. GENERAL CONTRACTOR
SHALL COORDINATE AND VERIFY THE SIZE, LOCATION,
TYPE AND DIRECTION OF ALL PADS, DEPRESSIONS, BOLTS, SLEEVES, ANCHORS,
INSERTS, PIPING, ETC. TO dE SET IN OR UNDER CONCRETE AND/OR MASONRY
BEFORE THE POUR OR ERECTION IS PERFORMED. ALL BUILT-IN ITEMS AND
INDENTATIONS OR ELEVATIONS ARE TO BE SET BY THE GENERAL CONTRACTOR IN
STRICT ACCORDANCE WITH REVIEWED SHOP DRAWINGS SUPPLIED BY THE
CONTRACTORS OF THE VARIOUS TRADES.
2451 3. COLUMN ANCHOR BOLTS SHALL BE POSITIONED WITH A TEMPLATE PER
7 APPROVED SETTING PLAN PRIOR To POURING CONCRETE SUPPORT, SECURE NUTS
TO TEMPLATE PRIOR TO POURING TO PREVENT ROTATION OF BOLTS.
4.
CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO'ANY
FABRICATION. SHOP DRAWINGS SHALL SHOW ALL MATERIALS REQUIRED WITH
RELATIVE LOCATIONS IN SUFFICIENT DETAIL FOR PROPER APPLICATION AND
ERECTION IN ACCORDANCE WITH ALL CONTRACT DOCUMENTS. CONTRACTOR SHALL
� CHECK AND STAMP SHOP DRAWINGS PRIOR TO FORWARDING THEM TO THE
ENGINEER.
of
5. FOUNDATION DESIGN BASED ON ALLOWABLE SOIL BEARING PRESSURE OF 2.0
KSF. OWNER SHALL EMPLOY A QUALIFIED SOILS ENGINEER TO VERIFY BEARING
:ALLOWANCES AT ALL FOOTINGS AND TO OBSERVE ANY SITE PREPARATION AND FILL
'REPLACEMENT. CERTIFIED WRITTEN REPORTS SHALL BE SUBMITTEI TO THE
ENGINEER.
FOOTING EXCAVATIONS WHICH
t CANNOT BE IMMEDIATELY FILLED WITH
�FOUNDATION CONCRETE SHALL RECEIVE A FOUR-INCH THICK LAYER OF 500 PSI
TLOWABLE FILL TO FORM A"MUD MAT" BENEATH THE FOUNDATION. THE THICKNESS
;OF THE "MUD MAT" IS IN ADDITION TO THE REQUIRED FOUNDATION THICKNESS.
:WHEN REQUIRED, REPAIR OF UNSUITABLE BEARING FOR FOOTINGS SHALL BE DONE
'BY OVEREXCAVATING AND BACKFILLING WITH 500 PSI FLOWABLE FILL AS DIRECTED
BY THE PROJECT GEOTECHNICAL ENGINEER.
00
7. ALL CAST-IN-PLACE CONCRETE UNLESS SPECIFIED OTHERWISE SHALL HAVE A
f
-- -------- 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI MINIMUM AND A DRY UNIT WEIGHT OF
144-150 PCF. CONCRETE DESIGN, PRODUCTION AND PLACEMENT SHALL BE IN
00-
?kCCORDANCE WITH ACI 301 AND 318. FOR FOOTINGS AND SLABS ON GRADE,
COARSE AGGREGATE SHALL BE A GRADATION CONSISTING ON ONE (1) INCH
' �`IAXIMUM SIZE.
CONCRETE THAT 13 PLACED WHEN THE MEAN DAILY EXPOSURE
tEMPERATURE IS LESS THAN 400 F, SHALL BE PLACED IN ACCORDANCE WITH ACI 306
"RECOMMENDED PRACTICE FOR COLD WEATHER CONCRETING", HOT WEATHER
OONCRETING SHALL BE DONE IN ACCORDANCE WITH ACI 3
PRACTICE FOR HOT WEATHEP CONCRETING". 05 "RECOMMENDED -jr
SLAB-ON-GRADE SHALL HAVE THE THICKNESS AND REINFORCING AS SHOWN
.411 NOTED ON THE STRUCTURAL DRAWINGS. CONSTRUCTION JOINTS SHAL
L BE
FORMED WITH A CONTINUOUS KEYED JOINT. WHERE SAWED JOINTS ARE USED FOR
OONTRACTION JOINTS, DISCONTINUE 1/3 REINFORCING THROUGH THE JOINT.
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MAXIMUM SPACING OF CONTRACTION OR CONSTRUCTION JOINTS SHALL BE AS
HOWN. FILL BENEATH SLABS SHALL BE COMPACTED TO 95% OF THE STANDARD
10
ROCTOR
MAXIMUM DRY DENSITY. SEE OTHER CONTRACT DRAWINGS FOR
PIPING, ETC. UNDERFLOOR
4 OCATION AND EXTENT OF SLA13 DEPRESSIONS, EMBEDMENTS,
DESIGN OF CONTRACTION CONSTRUCTION JOINT PATTERN FOLLOWS
._AOCEPTED PRACTICE IN THE INDUSTRY. THE ENGINEER ASSUMES- NO
RESPONSIBILITY FOR RANDOM CRACKING THAT MAY OCCUR DUE TO 'CONDITIONS'
OPYOND HIS CONTROL.
ALL CAST-IN-PLACE CONCRETE WHICH IS TO REMAIN EXPOSED S
HALL BE
' FORMED WITH PLYWOOD OR SONOTUBES AS REQUIRED AND SHALL BE RUBBED TO
...... ....... tkASE ALL VISUAL EVIDENCE OF FORMING. ALL FORMWORK SHALL 13E REMOVED
7�7 'PROM CONCRETE. NO COVERING OF WOOD OR OTHER FORMING MATERIALS BY
., ..... BACKFILL OR MASONRY WILL BE PERMITTED�
'OTHERWISE, FABRICATED AND PLACED'IN ACCORDANCE WITH ACI 318. PROVIDE A
:12 REINFORCING STEEL SHALL BE ASTM A615, GRADE 60, UNLESS NOTED
C�ASS"W'TENSION LAP SPLICE UNLESS OTHERWISE NOTED. CONTACT SPLICES MAY
BE USED AT LAPS. WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A185
AND SHALL BE LAPPED ONE MESH PLUS, 2 INCHES MINIMUM. PROVIDE BAR
' SQPPORTS AND SPACERS IN STRICT ACCORDANCE WITH CRSI MANUAL OF
STANDARD PRACTICE, LATEST EDITION.
STRUCTURAL DESIGN DATA:
GOVERNING CODE: FLORIDA BUILDING CODE 2001
GROUND SNOW LOAD:0 PSF
FROST PENETRATION:2 INCHES
BUILDING IMPORTANCE FACTORS: IE= IS= lw= 1.0
ROOF LIVE LOAD...............
............................................................. 20 PSF
WIND DESIGN DATA:
lit BASIC WIND SPEED: 120mph.
BUILDING CATEGORY: I
WIND EXPOSURE: <:.
EART
f HQUAKE DESIGN DATA:
SEISMIC USE GROUP: I
SOS:0.24 SDI: 0.18
t
SITE CLASS: D
74- SEISMIC DESIGN CATEGORY:
r 11 14.; PRE-ENGINEERED METAL BUILDING DESIGNED AND FURNISHED BY OTHERS
FLORIDA. ALL COLUMN LOADS, ANCHOR
90 ;T AND OTHER RELATED DETAILS SUPPLIED TO FOUNDATION ENGINEER FOR
OE ION/VERIFICATION OF THE BUILDING FOUNDATIONS PRIOR TO CONSTRUCTION.
pz!f
TE.' GENERAL CONTRACTOR SHALL VERIFYALL
Off
IONS WITH THE METAL BUILDING
NUFA C TURER'S SHOP DRA WINGS PRIOR TO
NS TR ICTIO
Bids Due
MAY 0 6 2004 Set No
4,
14
'tie" Rev
ision
BY.
Scale
--cor\js
Lq I Drawn by 450
Charles N. Sigmon, P.E. — S.E.
148 Eaglecrest Drive
Chocked by
Matthews, NC 28104
'704-882
-5077
Date
Job No
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CID SUPPLY ELECTRIC FOR SUPPLY ELECTRIC FOR
A/C ABOVE CEILING WATER HEATER ABOVE CEILING
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9 3NLO),Hd qp1 To BE LOCATED 2' X 4' SURFACE MOUNTED
nmc I I BY ELECTRICAL FLUORESCENT LIGHT FIXTURE
L j CONTRACTOR
/ UNDER-CABINET FLUORESCENT LIGHT
EMERGENCY
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STEREO SPEAKER
STEREO VOLUMN CONTROL
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qp 0
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wp Wp INTERRUPTERS IN ALL DWELLING UNIT G
BEDROOMS PER NEC ARTICLE 210-12)
2 . ALL SMOKE DETECTORS ARE TO BE Drawings By:
HARDWIRED AND INTERCONNECTED. David Willis
CAD Drafting
1031 N. 21st Street
Jax Beach, FL 32250
ELECTRICAL PLAN lo, (904) 249-4040
Job #:
SCALE: 1/4" F-O" xxxx
Date:
02/25/04
Sheet #:
E 1
GENERAL NOTES & SPECIFICATIONS
MECHANICAL, ELECTRICAL & STRUCTURAL NOTES
7. THE CONTRACTOR IS RESPONSIBLE FOR THE 15. ALL INSTALLED PLUMBING, MECHANICAL AND 23. DRYWALL CONTRACTOR TO CLOSELY PROJECT INFORMATION d03 71,
1. ALL WORK TO COMPLY WITH APPLICABLE DISTRIBUTION OF DRAWINGS TO ALL TRADES ELECTRICAL EQUIPMENT TO OPERATE QUIETLY AND COORDINATE HIS WORK WITH THAT OF OTHER 1. MECHANICAL, ELECTRICAL & PLUMBING PROJECT: JAGUAR DRYWALL, INC. - OFFICE BUILD-OUT
CODES. THE CONTRACTOR MUST COMPLY WITH THE UNDER THEIR JURISDICTION. BE FREE OF VIBRATION. TRADES. WHERE DRYWALL IS IN CONFLICT WITH INFORMATION NOT SHOWN. MECHANICAL, LOCATION: JACKSONVILLE, FLORIDA
RULES AND REGULATIONS OF AGENCIES HAVING DUCTWORK, PLUMBING LINES, ETC. THIS ELECTRICAL, PLUMBING & FIRE PROTECTION IS BY
JURISDICTION AND TO CONFORM TO ALL CITY, 8. ALL MATERIALS TO BE NEW, UNUSED AND OF 16. UNLESS OTHERWISE NOTED IN MECHANICAL CONTRACTOR TO PROVIDE ALL NECESSARY OTHERS. THE CONTRACTOR SHALL SUBMIT BUILDING CODE SUMMARY
COUNTY, STATE AND FEDERAL CONSTRUCTION, THE HIGHEST QUALITY IN EVERY RESPECT, UNLESS DRAWINGS OR SPECIFICATIONS, HOLD DUCTS AND BRIDGING AND BRACING REQUIRED TO SECURE DRAWINGS AND SPECIFICATIONS FOR PERMIT AND (D
SAFETY AND SANITARY LAWS, CODES, STATUES OTHERWISE NOTED. MANUFACTURED MATERIALS MECHANICAL EQUIPMENT TIGHT TO STRUCTURE DRYWALL AND TO MAINTAIN FIRE OR SOUND COORDINATE WITH ARCHITECT AS REQUIRED. APPLICABLE CODES: FLORIDA BUILDING CODE 2001 LC)
AND ORDINANCES. AND EQUIPMENT TO BE STORED AND INSTALLED IN ABOVE. NO FLEX DUCT GREATER THAN 8'-0". RATING WHERE REQUIRED. 2. ALL MECHANICAL, ELECTRICAL, PLUMBING AND OCCUPANCY CLASSIFICATION: GROUP "S" STORAGE (LOW HAZARD) cl�lj 1"
ACCORDANCE WITH THE MANUFACTURER'S WRITTEN CN
2. ALL FEES, TAXES, PERMITS, APPLICATIONS AND RECOMMENDATIONS AND INSTRUCTIONS. 24. PROVIDE ALL NECESSARY CUT-OUTS FOR THE FIRE PROTECTION SYSTEMS SHALL BE 1NSTALLED IN TYPE CONSTRUCTION: TYPE V UNPROTECTED
CERTIFICATES OF INSPECTION AND THE FILING OF 17. ALL CEILING DIFFUSERS AND REGISTERS TO BE INSTALLATION OF ELECTRICAL AND VOICE/DATA ACCORDANCE WITH NATIONAL, STATE AND LOCAL
ALL WORK NTH GOVERNMENTAL AGENCIES TO BE 9. ALL WORK AND MATERIALS TO BE GUARANTEED THE SAME COLOR AS THE CEILING UNLESS NOTED OUTLETS, THERMOSTATS, SWITCHES AND OTHER CODES. SPRINKLERED: NO
THE RESPONSIBILITY OF THE CONTRACTOR. AGAINST DEFECTS FOR A PERIOD OF NOT LESS OTHERWISE. DEVICES. 3. ALL SYSTEMS SHALL COMPLY AND BE REVIEWED FIRE DISTRICT: NO
CONTRACTOR TO OBTAIN ALL PERMITS AND THAN ONE (1) YEAR AFTER APPROVAL OF FINAL BY THE BUILDING OWNER. DESIGN SHALL BE IN HIGH RISE: NO
APPROVALS PRIOR TO COMMENCEMENT WITH THE PAYMENT. 18. ALL SURFACES TO BE PROPERLY PRIMED OR 25. DIMENSIONS ARE TO FACE OF STUD, FACE OF ACCORDANCE WITH THE LATEST DESIGN CRITERIA
WORK. PREPARED PRIOR TO INSTALLATION OF SPECIFIED EXTERIOR WALL AND TO COLUMN CENTER LINES ISSUED BY OWNER.
10. THE CONTRACTOR IS RESPONSIBLE FOR FINISHES. UNLESS OTHERWISE INDICATED. OFFICE AREA: 1000 S.F. M (D
3. THE CONTRACTOR TO INSTALL ALL TOILET ROOM CUTTING AND PATCHING REQUIRED FOR HIS WORK 19. ALL FINISHES TO BE INSTALLED IN 4. CONTRACTOR TO PROVIDE ENERGY TENANT OCCUPANCY LOAD: 10 (1000/100) 01-1, > <
FIXTURES AND ACCESSORIES PER FBC SECTION 11 26. MILLWORK TO CONFORM WITH AWI STANDARDS CALCULATIONS IF REQUIRED FOR PERMITTING. NO. OF REQUIRED EXITS: 2 LLJ _j Li-i
AND THE ADA CODE. UNLESS OTHERWISE NOTED. ACCORDANCE WITH, MANUFACTURER'S FOR PREMIUM GRADE MILLWORK. DRAWINGS MIN. CLEAR WIDTH OF EXIT DOOR: 32" > 0-) M M
RECOMMENDATIONS AND NSTRUCTIONS FOR THE INDICATE DESIGN INTENT. FABRICATOR IS MIN. CLEAR WIDTH OF CORRIDOR: 44" 0 C',J
11. THE CONTRACTOR TO, AT ALL TIMES, KEEP TYPE OF MATERIAL AND INSTALLATION SPECIFIED. RESPONSIBLE FOR MILLWORK ENGINEERING. _j
4. ALL WORK SHALL BE PERFORMED BY SKILLED PREMISES FREE OF ACCUMULATION OF WASTE 20. PATCH ALL AREAS WHERE THE FLOOR IS NOT TRAVEL DISTANCE LIMIT: 200'-0" 00 _j L.Li
AND QUALIFIED WORKMEN IN ACCORDANCE NTH MATERIALS OR RUBBISH; PREMISES TO BE SWEPT DEAD END CORRIDOR LIMIT: 20'-0" __j (D
CLEAN DAILY. LEVEL OR TRUE PRIOR TO THE INSTALLATION OF 27. FURNITURE AND FINISHES SHOWN FOR __j (jo
THE BEST PRACTICES OF THE TRADES INVOLVED SPECIFIED FLOOR FINISH(-ES). INFORMATION ONLY. INFORMATION TO BE > C)
AND IN COMPLIANCE WITH BUILDING REGULATIONS 12. THE CONTRACTOR TO PROVIDE FINAL CLEANING PROVIDED BY OWNER. 4do, Z r--
AND/OR GOVERNMENT LAWS, STATUTES OR OF ALL AREAS OF WORK INCLUDING THE 21. CONTRACTOR IS RESPONSIBLE FOR PROVIDING 28. EXTERIOR BUILDING TO BE PRE-ENGINEERED WALL LEGEND 0
ORDINANCES CONCERNING THE USE OF UNION CONSTRUCTION ACCESS ROUTE. FINAL CLEANING To ADEQUATE BLOCKING FOR WALL SUPPORTED BUILDING BY CENTRURY STEEL BLDGS, JOB # Cn
LABOR. INCLUDE WINDOWS AND CEILINGS. ELEMENTS INCLUDING MILLWORK, EQUIPMENT, EXISTING BUILDING < 7-
FIXTURES AND FURNITURE. CONTRACTOR TO VERIFY 12758. CONFIRM ALL DIMENSIONS AND OPENING
5. CONTRACTOR AND SUB-CONTRACTORS TO FIELD 13. DO NOT SCALE DRAWINGS; DIMENSIONS EXTENT AND COORDINATE WITH APPROPRIATE LOCATIONS WITH BUILDING DOCUMENTS. __j c) 7-- U
VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN GOVERN. LARGER SCALE DRAWINGS TO GOVERN SUBCONTRACTORS. 29. TRAVEL DISTANCE FROM ANY POINT TO EXIT NEW CONSTRUCTION ::D - < ch�
ON DOCUMENTS AND MUST NOTIFY THE ARCHITECT OVER SMALLER SCALE DRAWINGS. 22. PAINT TO BE APPLIED IN ACCORDANCE WITH TO BE LESS THAN 75'-0". CONTRACTOR TO -D
OF ANY DISCREPANCIES, OMISSIONS AND/OR 14. IF DIMENSIONS ARE IN QUESTION, THE THE MANUFACTURER'S DIRECTIONS OVER PROPERLY COORDINATE WITH PRE-ENGINEERED BUILDING
CONFLICTS PRIOR TO PROCEEDING WITH THE CONTRACTOR IS RESPONSIBLE TO GET PREPARED SURFACES. WALLS TO BE STRAIGHT AND MANUFACTURER.
WORK. CLARIFICATION AND DIRECTION FROM THE SMOOTH. PROVIDE MINIMUM ONE COAT PRIME AND
6. FIRE EXTINGUISHERS TO BE PROVIDED PER ARCHITECT PRIOR TO PROCEEDING WITH THE ONE FINISH COAT. FINISHED COAT TO COMPLETELY
N.F.P. CODE. WORK. COVER WITH NO SFREAKING OR BLEEDING OF
UNDERCOATS.
75'-0" OVERALL BUILDING DIMENSION TO BE COORDINATED WITH PRE-ENGINEERED BUILDING
-ENGINEERED BUILDING,
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