920 MAYPORT RD - COMMERCIAL BLDG DWGS REVISIONS
[2]
THIS IS A LETTER OF CERTIFICATION FOR STEEL BUILDING SYSTEMS, INC.'S PROJECT NOTES TO ERECTOR/OWNER: 131
#15-02-034C FOR MOTO ELECTRIC CARTS, TO BE LOCATED IN ATLANTIC BEACH, FL.
THIS LETTER CERTIFIES THAT STEEL BUILDING SYSTEMS, INC. S BUILDING(S) MEETS [1] "SBS" IS NOT RESPONSIBLE FOR THE ERECTION OF THE BUILDING, [4]
THE INFORMATION IN THE DESIGN CRITERIA. THE SUPPLY OF ANY TOOLS OR EQUIPMENT, OR ANY OTHER FIELD (5]
THIS LETTER OF CERTIFICATION IS WRITTE SPECIFICALLY FOR THE BUILDING(S) WORK UNLESS "SBS" HAS BEEN CONTRACTED FOR THESE. 11SBS"
PROVIDED BY STEEL BUILDING SYSTEMS, I C. THIS LETTER DOES NOT IMPLY NOR DOES NOT PROVIDE ANY FIELD SUPERVISION FOR THE ERECTION
I
CONSTITUTE AN AGREEMENT THAT THE MANUFACTURER OR THE MANUFACTURER'S OF THE BUILDING, NOR DOES "SBS" PERFORM ANY INSPECTIONS _j
ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR DURING OR AFTER ERECTION. LL
THE CONSTRUCTION PROJECT. �i co
[2] USE ONLY THE ERECTION DRAWINGS PROVIDED BY "SBS" AND IN- M
F- F-
N <
CLUDED IN THE ERECTOR'S PACKAGE DELIVERED BY THE TRUCK 0� w co
DRIVER WITH THE BUILDING. "SBS" IS NOT LIABLE FOR ANY CLAIM < LU _j LIJ
.DESIGN CRITERIA RESULTING FROM THE USE OF OTHER DRAWINGS. LL
0 U)
WIDT._ (ft) = 42.0 SEISMIC USE GROUP (SUG) = 1 [3] CHECK SLAB AND ANCHOR BOLT PLACEMENTS BEFORE STANDING ANY 2: C) F-
LENG H (ft) = 39.0 SEISMIC SITE CLASS = D FRAMING. IF THE SLAB IS NOT SIZED CORRECTLY OR IS OUT OF F- < z
EAVE HEIGHT (ft) = 17.5/24.5 SEISMIC COEFFICIENT = 0.18 0-) w <
ROOF SLOPE (Rise/12) = 2.0 MAPPED RESPONSE (Ss = 0.1150 SQUARE, OR IF THE ANCHOR BOLTS ARE NOT CORRECTLY LOCATED, W
CALL '#SBSf'. 'fSBSf' IS NOT LIABLE FOR LABOR CHARGES RESULTING _j U) C) <
MAPPED RESPONSE (S1 = 0.0610 w
BUILDING CODE = FBC 10 DESIGN CATEGORY (SDC = B FROM STANDING FRAMING ON AN INCORRECT SLAB. F
0 ;�: z 0
DEAD LOAD (psf) 2.0 IMPORTANCE - SEISMIC = 1.00 [4] BEGIN ERECTION WITH A BRACED BAY. INSTALL THE EAVE STRUTS 1- 00 <
SITE COEFFICIENT (Fa) = 1.6000 0 -
I LO _j F
COLLATERAL LOAD (psf) 1.0 SITE COEFFICIENT (FV) = 2.4000 FIRST AND THEN THE PURLINS WHICH FALL AT THE CABLE <
ROOF LIVE LOAD (ps 20.0 DESIGN RESPONSE (Sms = 0.1840 ATTACHMENT POINTS. NEXT, INSTALL ROOF AND WALL CABLES TO < 0
LIVE LOAD REDUCTIN YES DESIGN RESPONSE (Sml� = 0.1464 A SNUG CONDITION, SO THAT THE FRAMING IS BRACED. FINISH 0
DESIGN RESPONSE �SSd = 0.1227 INSTALLING PURLINS AND GIRTS IN THE BRACED BAY. USING THE _j
GROUND SNOW LOAD (psf) 0.0 DESIGN RESPONSE d = 0.0976 Of
ROOF SNOW LOAD (ps THE CABLE BRACING, SQUARE AND PLUMB THE FRAMING. CONTINUE 0
0.0 RES MOD FACTOR (Mom, R = 3.5 U_
THERMAL COEFFICIENT ��Ct) 1.0 APP PERIOD (MOMENT) To = 0.3618 WITH REMAINING BAYS, INSTALLING BRACING AS ADDITIONAL BRACED
IMPORTANCE - SNOW 1.0 RES MOD FACTOR (Brc) R = 3.25 BAYS ARE ERECTED. Li E
SNOW EXPOSURE (Ce) 1.0 APP PERIOD (Braced) To = 0.2202 0
TRANVERSE SYSTEM = MOMENT FRAMES [5] THE CORRECTION OF MINOR MISFITS BY THE USE OF DRIFT PINS TO z
WIND SPEED (mph) 129.0 LONGITUDINAL SYSTEM = BRACED FRAMES DRAW THE COMPONENTS INTO LINE, MODERATE AMOUNTS OF REAMING,
RISK CATEGORY 11 - NORMAL CHIPPING AND CUTTING, AND THE REPLACEMENT OF MINOR SHORT-
WIND EXPOSURE B NOTE: THE SEISMIC ANALYSIS PROCEDURE AGES OF MATERIAL ARE A NORMAL PART OF ERECTION AND ARE NOT
CLOSED/OPEN/PARTIAL = C USED ON THIS STRUCTURE IS THE of SBS" BEFORE MAKING ANY FIELD MOD- X
INTERNAL GCpi = +0.18/-0.18 EQUIVALENT LATERAL FORCE PRO- SUBJECT TO CLAIM. CONTACT 0
CEDURE. IFICATION TO THE BUILDING. "SBS" DOES NOT PAY CLAIMS FOR ER- M
ROR CORRECTION UNLESS APPROVED IN WRITING BY "SBS" BEFOREHAND. C j
co
(6
Ul 0)
CR
(D
;io 6.M-FA,
STRUCTURAL STEEL COMPONENTS AND CLADDING STATUS OF THESE DRAWINGS M w
Z zwo
ASTM# (Plate) = A529; A570; A572 <
PLATE YIELD (Fy) = 50.0 ksi COMP/CLAD PRES SUCT ROOF SUCT Gregory S. Sarfiel P.E. _j q
i 2149 Nell Purvis Road M co _j
ASTM# (Bar) = A-529; A-570; A-572 LOCATION (PSF) (PSF) (PSF) FOR OWNER'S USE - NOT FOR CONSTRUCTION. k_1 I J z w
I I - 1-1 - Adel, GA 31620 w 0
PLATE YIELD (Fy) = 50.0 ksi i� � !j > < co
COLUMN 22.1 -24.2 P.E.#54419. w
LIGHT GUAGE STEEL FOR APPROVAL NOT FOR CONSTRUCTION. U)
GIRT/HEADER 22.1 -24.2 C) to
J CN M
M co
ASTM# (Cold-Form) = Al 008; Al 0 11 JAMB 22.1 -24.2 FOR PERMITTING NOT FOR CONSTRUCTION. STRUCTURAL STAMP id 0i
COLD-FORM YIELD (Fy) = 55.0 ksi F]
w
ASTM# (Panel) = A792 WALL PANEL 27.4 -36.4 2
0 a-
PANEL YIELD (Fy) PURLIN [�rFINAL DRAWINGS - FOR CONSTRUCTION.
= 80.0 ksi 16.0 -32.4 44
<
ROOF PANEL 16.0 -32.4
JOB NO
cot NO
NOTE: ALL CONNECTION BOLTS ARE DESIGNATED ERECTION DRAWINGS FOR CONSTRUCTION.
F1 0 15-02-034C
91M to LONG. BRACING 10.1 -7.4 -17.5 DAIE
IN THESE DRAWINGS AS EITHER A
FOR A307 BOLTS OR A "H" FOR A325 LONG. BRACING 15.5 -10.9 5/7 15
BOLTS. ANCHOR BOLT PLANS FOR CONSTRUCTION.
NONE
(EDGE ZONE) IVISS
TU:
COVER PAGE
NUMBER
U
fit
COVER
39'-0"
529-0w
D
00
A
W-0m
PROJECT LAYOUT PLAN
si*x
)mp
NOTE: THE PURPOSE OF THE PROJECT LAYOUT PLAN IS
TO SHOW THE RELATIONSHIP AND ORIENTATION OF No 5-4, t),
Gregory S. Barrield, P.E. STEEL E9 ILDING St-=ISTEMS INC. 0-
THE VARIOUS BUILDING.") WHICH MAKE UP THE
i 2149 Nell Purvis Road CUSTOmm.
PROJECT. Adel, GA 31620 REVISIONS MOTO ELECTRIC CARTS
JOB NO: DAM
D P.E.#54419
THE PROJECT LAYOUT I LAN IS NOT TO BE USED 15-02-034C 5/ 6/15 4
[21
TO LAYOUT, FORM UP, OR POUR, THE FOUNDATIONS
AND/OR SLABS. ATLANTIC BEACH, FL
FO
[.31 OWING RAME SCAM %91
N Ak-
I PROJECT LAYOUT PLAN NONE
[4) DMMNG NO: MWN [ff. CHECKM fff-
I PAGE 1 1 MSS HEF
0 DIA=!5/8"
DIA=3/4*
7 39'—On OUT—TO—OUT OF CONCRETE
t-O'N
191-0" T? 20'-0"
18'-10 1/2" '-8 1/2" 10'-4* V-107
L31 7
2 c
cl, a
L
CF E 001 E
NNA A
ME . :� .'T. 7
2' 2
2'-4 1/2"
LOW EAVE C
E E
CT .....
NOTE: SLOPE DOWN AREA IN FRONT OF
ROLLUP DOOR 1 m TO ALLOW WATER
cn 0
0 TO DRAIN FROM BASE OF DOOR.
04
04
41
c
-D-1
00 __T
cS
c
E B 13
0
0
a
cn
2
../2- 2 112
3
HIGH EAVE A A
c1h
CD
0
19,-0" 20'-0"
ANCHOR BOLT /
DIMENSIONS 19,-0" 20'—Om Gregory S. Barfield, P.E.
FRAME LINE_6' 2149 Nell Purvis Rc.-iacl
S
DIMENSION Adel, GA 31620
ANCHOR BOLT PLAN P.E. #54419
NOTE: ALL BASE PLATES 0 100'—Om (UNLESS NOTED)
STR',qWj�"j.S.TAMP
0 Zwl� forl
S. -� 4�
S) 100 ........ -A�
E N
%
STEEL BUILDING SL:1ST1='fXXS1NC=. -0: No 541.'19
CUSTOMER:
REVISIONS ELECTRIC CARTS
MOTO
JOB NO: DKIL
15-02-034C 5/ 6/15
LOCATION:
[21
ATLANTIC BEACH, FL
[31 DRAWING WME. SCAL_ Q,i
ANCHOR BOLT LAYOUT NONE
[41 DRAWING NO: DRAWN ErY. CHECKED BY:
PAGE 1.1 IVISS HEF
DIA=3/4" DIA=5/8-
4"
8" 90
F- -j
to 3w 00 4'
0 0 —2 1/2- 0 2"
L I — EW EW/ I IL J I I
1 1/2 1 1/2- Sw L2-
1'—V SEE PLAN
DETAIL A DETAIL D BASE EL. 104'-0"
DIA=3/4- DIA=5/8-
011-
8 190 4"
-1 F- F
11 11 0
to 3 n 4-
0
EW EW1 I I —j 1 1
1 1/2 A 1 1/2- SW LV
SEE PLAN SEE PLAN
DETAIL B DETAIL E
DIA=3/4"
6"
PC14
I . 3*t
'0 0 1 0
1 .3m
rL - Gregory S. Saf-�--`Ad, RE.
it,,
1 1/2 1 1/2" 8" 4,2149 Nell Purvis Road
Adel, GA 31620
Sw P.E.#54419
SEE PLAN
DETAIL C STRUCTUIM STAMP
S.
gap 64. ...... .41-
a _ rV ...w i
S<
S EL SUILDING S--JSTEfr\S INC.
No 5 !,iq
CUSTOMER:
REVISIONS MOTO ELECTRIC CARTS
JOB NO: lt:
15-02-034C
6/15
[21 LOCATION:
ATLANTIC BEACH, FL
DRKWING NAME:
SCAM-
ANCHOR BOLT DETAILS NONE
D NG NO: N BY: CHECKED BY-
PAGE 1.2 rMSS HEF
FRAME LINES: 8 RIGID FRAME: BASIC COLUMN REACTIONS (k )
FRAME COLUMN -----Dead-----Collateral- -----Live------Wind-Leftl- -Wind-Rightl- --Wind-Left2-
COLUMN LINE LINE LINE HORIZ VERT HORIZ VERT HORIZ VERT HORIZ VERT HORIZ VERT HORIZ VERT
8 F 0.0 1.6 0.0 0.5 0.1 6.4 -1.5 -11.9 2.5 -8.6 -3.3 -6.5
FRAME COLUMN -Wind-R' ht2- --Wind-Longl- --Wind_Lonq2- -Seismic-Left Seismic-Riaht -Seismic-Long
LINE LINE HORIZ VERT HORIZ VERT HORIZ VERT HORIZ VERT HORIZ VrRT HORIZ VERT
8 F 0.7 -3.2 3.1 -20.5 3.1 -20.5 0.0 0.0 0.0 0.0 0.0 -0.7
ENDWALL COLUMN: BASIC COLUMN REACTIONS (k )
WIND WIND
FRM COL DEAD Collat LIVE Wind-Leftl Wind-Right'l Wind-Left2 Wind-Ri ht2 Press Suct
LINE LINE VERT VERT VERT HORZ VERT HORZ VERT HORZ VERT HORZ ?kRT HORZ HORZ
7 F 0.3 0.1 1.6 0.0 -2.2 0.0 -1.7 0.0 -2.1 0.0 -1.7 -1.9 2.2
7 E 0.9 0.2 4.9 0.8 -8.0 0.0 0.4 1.9 -9.3 0.0 0.4 -4.4 4.8
7 D 0.4 0.1 1.6 0.0 -1.3 3.7 -5.9 0.0 -0.1 3.7 -5.9 -2.8 3.1
H
FRM COL Wind-Long'! V1nd_Long2 Seis-Left Seis-Ri ht Seis-Lon
fV LINE LINE HORZ VERT HORZ VERT HORZ VERT HORZ TERT HORZ VRAT
7 F 0.0 -2.3 0.0 -1.3 0.0 0.0 0.0 0.0 0.0 0.0
j 7 E 0.0 -4.7 0.0 -2.7 0.3 -0.3 0.0 0.3 0.5 -0.5
7 D 1.9 -4.5 1.1 -2.6 0.0 0.3 0.3 -0.3 0.0 0.5
RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES WIND WIND
FRM COL DEAD Collot LIVE Wind-Leftl Wind-Rightl Vind-Left2 Wind-Right2 Press Suct
COLUMN REACTIONS (k LINE LINE VERT VERT VERT HORZ VERT HORZ VERT HORZ VERT HORZ VERT HORZ HORZ
FRM COL LOAD HMAX V LOAD H M N V ANC-BOLT BASE-PLATE (IN) ELEV. 9 D 0.4 0.1 1.7 3.9 -6.1 0.0 -1.4 3.9 -6.1 0.0 -0.1 -2.8 3.1
LINE LINE ID H VMAX ID H VMIN QTY DIA WIDTH LENGTH THICK (in) 9 E 0.9 0.3 5.1 0.0 0.4 0.8 -8.4 0.0 0.4 2.0 -9.7 -4.4 4.8
- 9 F 0.3 0.1 1.7 0.0 -1.7 0.0 -2.3 0.0 -1.7 0.0 -2.2 -1.9 2.2
8 F 3 1.9 -1.5 5 -Z.0 -2.9 4 0.750 6.000 8.500 0.375 0.0
1 0.1 8.6 6 .9 -11.3
FRM COL Wind-Long'! Wind-LonQ2 Seis-Left Seis-Ri ht Seis-Lon E2PAT_LL_1- E2PAT-LL-2-
LINE LINE HORZ VERT HORZ VERT HORZ VERT HORZ WRT HORZ VRAT HORZ VERT HORZ VERT
NOTES FOR REACTIONS 9 D 2.0 -4.7 1.2 -2.8 0.3 -0.3 0.0 0.3 0.0 0.5 0.0 1.9 0.0 -0.3
9 E 0.0 -4.9 0.0 -2.8 0.0 0.3 0.3 -0.3 0.5 -0.5 0.0 2.6 0.0 2.6
1.ALL LOADING CONDITIONS ARE EXAMINED MD ONLY MAXIMUM/MINIMUM H OR V AND THE 9 F 0.0 -2.4 0.0 -1.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -0.3 0.0 1.9
CORRESPONDING H or V ARE REPORTED.
2.POSITIVE REACTIONS ARE AS SHOWN IN THE: SKETCH. FOUNDATION LOADS ARE IN ENDWALL COLUMN: MAXIMUM REACTIONS, ANCHOR BOLTS. & BASE PLATES
OPPOSITE DIRECTIONS.
3.BRACING REACTIONS ARE in THE PLANE OF THE BRACE WITH THE H POINTING AWAY COLUMN REACTIONS M�k
FROM THE BRACED BAY. THE VERTICAL REkCTION IS DOWNWARD. FRM COL LOAD HMAX V LOAD H N V ANC-BOLT BASE-PLATE (IN) ELEV.
4.BUILDING REACTIONS ARE BASED ON THE FOLLOWING BUILDING DATA. LINE LINE ID H VMAX ID H VMIN QTY DIA WIDTH LENGTH THICK (in)
WIDTH (ft) 42.0
LENGTH (ft) 39.0 7 F 8 1.3 -1.1 9 -1.2 -1.3 4 0.750 8.000 8.000 0.250 0.0
EAVE HEIGHT �ft = 17.5/ 2 .5 1 0.0 2.0
E R?
S
ROOF SLOP E/12) = 2.0 7 E 10 2.9 -5.0 9 -2.6 -6.5 4 0.750 8.000 8.000 0.250 0.0
DEAD LOAD �pstf 2.0 11 2.2 7.1
COLLATERAL 0 1.0 7 D 12 1.9 -6.1 9 -1.7 0.8 4 0.750 8.000 8.000 0.250 0.0
LIVE LOAD '�jp:ff
ROOF F� : 20.0 1 0.0 2.1 12 1.9 -6.1
FRAME LIVE LOAD psf 12.0
WIND SPEED (mph) 129.0 9 D 12 1.9 -6.2 9 -1.7 0.6 4 0.750 8.000 8.000 0.250 0.0
WIND CODE FBC 10 1 IBC 12) 1 0.0 2.2 12 1.9 -6.2 -
EXPOSURE B 9 E 13 2.9 -5.3 9 -2.6 -6.6 4 0.750 8.000 8.000 0.250 0.0
CLOSED
,4(OPEN/PARTIAL = C 11 2.2 7.2
Ih I CE WIND = 1.00 9 F 14 1.3 -1.2 9 -1.2 -1.4 4 0.750 8.000 8.000 0.250 0.0
IMPORTANCE SEISMIC = 1.00 1 0.0 2.0
SEISMIC Zone = B
SEISMIC COEFF (Fa*Ss) = 0.18
5.LOADING CONDITIONS ARE: ANCHOR BOLT SUMMARY
1 Dead+Collateral+Live
2 Dead+0.6Wind_Left2 DIA PROJ.
3 Dead-0.6Wind-Long2 QTY LOCATE (in) TYPE (in)
4 O.6Deod+O.6Wind_Left1
5 O.6Dead+O.6Wiind_Left2 0 8 JAMB 5/8w A307 1.50
6 O.6Deod+O.6Wind_Long2 H 24 ENDWALL 3Z4" A307 1.50
7 O.6Dead-0.6Wind_Long2 11 4 FRAME 3/4- A307 2.50
8 0.6Dead+0.6Wind_Left1+O.6Wind_Sucti1or
9 0.6Deod+0.6Vind-Pressure+0.6Wind-Lor gl
10 0.6Dead+0.6Vind-Left2+0.6Vind-Suct:ioi
11 Dead+Collaterol+0.75Uve+0.45Vind-Suc n+0.45Wind-Long2
12 0.6Dead+0.6Vind-Suction+0.6Wind-LonC io Gregory S. Barfield,
13 0.6Dead+0.6Vind-Right2+0.6Vind-Sucti4 n 2149 Nell Purvis Road
14 0.6Dead+0.6Wind_Right1+0.6Wind-Sucth n Adel, GA 31620
P,E� #54419
BUILDING BRACING REACTIONS
REACTIONS (k Ponal Shear
WALL- COL WIND- -SEISM?C - b7�t'
LOC LINE LINE HORZ VERT HORZ VERT Seis
STRUCTV&"l;T�MP
L-EW 7 E.D 7.4 8.4 0.3 0.3
F-SW D Torsional Bracing Used
R-EW 9 D,E 7.5 8.5 0.3 0.3
0
B-SW F 8.7 9.2 7.6 0.4 0.4
�C.E/V
4Q�
F=;=L BUILDING SL E\S No
ST -JSTE=-fX
eft
CUSTOMER: r-
REVISIONS MOTO ELECTRIC CARTS
Ell JOB NO:
15-02-034C r5/ 6/15
[21 LOCAMON: A-4
ATLANTIC BEACH, FL
[3] DRAWING NAME SCAM
Qij'
ANCHOR BOLT REACTIONS NONE
(41 DRAWING NO: DRAWN BY: CHECKED BY-
PAG E 1.3 IVISS HFF
SPECIAL BOLTS
ROOF PLAN
39*-O"OUT-TO-OUT OF STEEL 0 ID IQU;kN TYPE DIA LENGTH WASH
1 2 A325 1/2" 1 1/4" 0
MEMBER TABLE
191-0" TO 20'-0" ROOF PLAN
MARK PART LENGTH
T P-1 8x25Z 1 -TO-T-11 1/2"
P-2 8x25Z16 21'-11 1/2"
E-1 8ES1 4@2 19'-11 1/2"
LOW EAVE E-2 8ES 14@2 18'-11 1/2"
E-2 E-1 CB-5 5/16 CBL 26'-6 11/16 so
L CB-6 5/16 CBL 27'-6 5/8
CB-7 1/4 CBL 27'-6 11/16"
CB-8 1/4 CBL 27' 6 13/16"_
p-1 CTYP) P-2012)
0
0
0
N
Gregory S. Barrield, P.E.
21149 Nell Purvis Road
(D Adel, GA 31620
HIGH EAVE P.E.#54419
PURLIN V-11 314!*
LAP --riv---Il
ROOF FRAMING PLAN STRUCTURAL STAMP
IC E&i
STEEL SUILDING SLJSTEfnS INC.
"-0 No 5441
CUSTOMER:
REVISIONS MOTO ELECTRIC CARTS
D] JOB NO: DAM
15-02-034C
1 5/ 6/15
[2] LOCA'nON:
ATLANTIC BEACH, FL
SCAM
[3] DRAYANG NAME:
ROOF FRAMING LAYOUT NONE
[41 DMWING NO: v-
mwN Ely. CHECKED BY:
PAG E 2 1 IVISS 731
SPLICE BOLT TABLE MEMBER TABLE
WEB DEPTH WEB PLATE OUTSIDE FLANGE INSIDE FLANGE
OTY MARK STARUEND THICK LENGTH W x THK x LENGTH W x THK x LENGTH
MARK TOP BOT INT TYPE DIA LENGTH RF1-1 8.0/ 8.0 0.135 -5"-1- 5 x 1/4" x 16--io 5 8 4" x 16'-1 3/T"---
SP-1 4 0 0 A325 5/8- 2 1/2- 8.0z 8.0 0.135 W-11" 5 x 1/4" x 1'-
SP-2 4 4 0 A325 5/8- 2 1/2- RF1-2 10.0/20.0 0.135 11'-3 �/8" 5 x 1/4" x 10'-9 '11/16" 5 x 1/4" x 1 V-3 3/4"
20.OZ20.0 0.135 11'-11 5 x 5/16" x 15'-3 1/2" 5 x 1/4" x 14'-11 1/2"
BASE PLATE TABLE 20.OZ20.0 0.1135 S-0 112"
COL PLATE SIZE RF1—3 20.0/12.0 0.135 11--11 5 x 1/4" x 14'-11 1/8" 5 x 1/4n x 14'-9 11/160
MARK WIDTH THICK LENGTH 12.0/10.0 10.1351 3'-0 1/8"
BP—1 1 Sw 3/8- 8 1/2- INTO
FLANGE BRACE TABLE
FRAME LINE 8
3"
V ID S19ES MARK LENGTH 24--
1 2 FB1 2:-5 1/8-
2 2 FB4 2 9 1/16"
3 2 FB3 2:-6 13J1 6" ...........
4 2 F82 2—5 3/16" ............. ...........
A gill" 4� 3 4
26 G
2
0-
12
..........
a.
A-2
..........
IL
V)
CD
it
LL-
C-4
W; L
40'-7 1/2"
8
8 1 Z2" CLEARANCE
42'-0" OUT—TO—OUT OF STEEL Gregory S. Barfield, P,E.
2149 Nell Purvis Road
RIGID FRAME ELEVATION: FRAME LINE 8 Adel, GA 31620
P.E. #54419
STRUCTU'Ith STAMP
e%o
C1p,
.0
STEEL EBUILC31NCS S"JSTEfX\S1NC.
No
CUSTOMER:
REVISIONS MOTO ELECTRIC CARTS
[I] JOB NO: DATE-
15-02-034C 5/ 6/15
[2], LOCATION:
ATLANTIC BEACH, FL
[31 DRAVVING NAME SCALE
RIGID FRAME CROSS SECTION NONE A
[4] DMMNG NO. DMWN BY- CHECKM BY-
PAGE 2.1 1 MSS
SBS SUPPLIES CABLES CUT TO THE NEAREST FOOT
LONGER THAN THE REQUIRED LENGTH. FOLLOW
THESE INSTRUCTIONS FOR CABLE INSTALLATION.
[1] INSTALL ONE END OF THE CABLE FOLLOWING THE [6] INSTALL CUT END OF THE CABLE FOLLOWING THE
INSTRUCTIONS OF THE GRIP MANUFACTURER. INSTRUCTIONS OF THE GRIP MANUFACTURER.
[2] INSTALL THE EYEBOLT AND HILLSIDE AT THE OPPOSITE [7] TENSION CABLE AS REQUIRED.
CABLE END.
[3] HOOK GRIP THROUGH EYEBOLT.
[4] PULL CABLE TIGHT AND MARK LENGTH TO MATCH THE HILLSIDE EYE—BOLT HILLSIDE
INSTALLATION MARK ON THE GRIP. EYE—BOLT
[5] CUT CABLE TO LENGTH.
GRIP COLUMN OR GRIP COLUMN OR
RAFTER RAFTER
CABLE CABLE
CABLE CABLE
COLUMN OR GRIP
RAFTER
COLUMN OR GRIP
RAFTER EYE—BOLT
HILLSIDE
EYE—BOLT
HILLSIDE Gregory S. Barfield, P.E.
i. 2149 Nell Purvis Road
Adel, GA 31620
RE.#54419
STRUCJVaUjiiWQ�
S.
6; 5 IV AN
cD Nc '5
STEEL SuILDINCE SL-JSTE=fX\SlNC=.
owl
CUSTOMER:
or
REVISIONS MOTO ELECTRIC CARTS
JOB NO: DAM
15-02-034C 5/ 6/15
(21 LOCAMON:
ATLANTIC BEACH, FL
131 DRAWING NAME-' SCAL.E.-
CABLE BRACING DETAILS NONE N
DRAWING NO: DRAWN BY' CHECKED BY.,
[41 PAG E 2.2 IVISS .115
SPECIAL BOLTS
0 ID [QUAN TYPE DIA LENGTH WASR-
39*-0" OUT—TO—OUT OF STEEL 1 2 A325 1/2" 1 = 0
FRAME LINE D F
MEMBER TABLE
MARK PART LENGTH
20'-0" DJ-5 8X35C16 16--11 1/4"-
DJ-6 8X35C16 16'-11 1/4"
DH-1 8X25C16 10'-0"
E-1 8ES14@2 19'-1 1/2"
E-2 8ES1 4@2 18'-11 1�2"
G-6 8x25Z 16 1'-7 1/2'
G-7 8x25Z 16 8#-7 1/21'
G-8 8x25Z1 6 19'-11 1/2'
CB-3 5/16 CBL 23 -8 9/16"
CB 4 5/16 CBL 24' 3 3/8"
N
rn
EC-3 EC-3
SIDEWALL FRAMING: FRAME LINE D
7
39'-0* OUT—TO—OUT OF STEEL
rc�%
20'-0" 19,-0"
E-1 E-2
G-8
m
DH-1
G--]6 G-7
V
CC)
to
G--6 G-7
Gregory S. Barrield, P.E.
Ir 2149 Nell Purvis Road
D Adel, GA 31620
P.E. #54419
2x4x I 4A
3 c
EC-5 RF1-1 EC-1
10'-0" 8'-0" STRUCTURAL STAMP
%J11111181110'Aa
GIRT 67*
S
LAPS I 31e .'0*9..
SIDEWALL FRAMING: FRAME LINE F
STEEL EBUILDING SL:JSTE/T\S1NC.
:.,b No 54 !D
CUSTOmet:
REVISIONS
MOTO ELECTRIC CARTS
JOB NO: DkTE-
15-02-034C 5/ 6/15
[21 LOCAMON:
ATLANTIC BEACH, FL
131 DPAYARG NAME SCAM
SIDEWALL FRAMING LAYOUT NONE IV k"L
1[41 DMMNG NO: DR&WN BY. CHECKED BY-
I PAG E 3 1 IVISS
BOLT TABLE
FRAME LINE 7 & 9
LOCATION QUAN TYPE DIA LENGTH
ER-1/ R-2 8 A325 5/8" 2 /2"
ER-3/tR-4 8 A325 5/8" 2 1/2"
Columns/Raf 2 A325 5/8" 2 1 2"
Ja b 2 A325 5/8" 2 1//290
MEMBER TABLE
FRAME LINE 7 & 9
MARK PART LENGTH
EC-1 8X25C 14 16'-0 3/
EC-2 8X5DC12 19'-4 3/
EC-3 8X40C12 22'-8 3/4"
EC-4 8X5DC12 19'-4 3/4 to
EC-5 8X25C 14 1 W-0 3/4"
ER—1 8X7DC14 20'-4 9/16'
ER-2 8X7DC1 4 22'-3 1/4 of
ER-3 8X7DC1 4 22'—1 7/
42'-0" OUT—TO—OUT OF STEEL 42'-0" OUT—TO—OUT OF STEEL .8"
ER-4 8X7DC14 20'-5 7Z8"
DJ-1 BX35C 16 12'-6 1/8"
DJ-2 8X35C 16 14'-2 1/8"
1 9-0" 20'-0* 20'-0" it—on DJ-3 8X35C 16 101-1 1 It
20'-0" Yt 20'-0" DJ-4 8X35C 16 10'—11"
DH-1 8X25C 16 10'-0"
2n'i DH-2 8X25C 16 30-4"
12 12 G-1 8x25Z 16 2--3 1/2"
G-2 8x25Z 16 6 -7 1/2
G-3 8x25Z 16 190-7 1/2's
G-4 8x25Z 12 19'-7 1/2"
B ISO G-5 8x25Z 14 1��71 1
�Lfx! G-9 8x25Z 16 0
'4M
FR ? Y2
ICA 2-A4Y-,14AN— 110 x G-10 8x25Z 16 V-3 1/211
x CB-1 5/16 CBL 29 -6 1/4"
I CB-2 5/16 CBL 27'-1 15/16"
G-5 GL G-1a G-5
it—go G—' m G-2 — 1--g. V-9" 71— G-3
9
61
DH-1 (0
G—A \5 G-3
G-1 G-2 —4 -9 N I - I A
it
to 0 C4
to
DH— in 'to LID
in 1, x G-2 Q-3 G-5 G-5 �xx I
in G— 0
—X
E5.
Q-3 G-5
@—.I I'm
cq
-1 CID to
2x4x14AN
3 c
3 3
cl.
I
EC-1 EC-2 EC-3 EC-3 EC-4 EC-5
"-4" ENDWALL FRAMING: FRAME LINE 9
-3#-8" 1 W—o" 7'-4"
ENDWALL FRAMING: FRAME LiNE 7
Gregory S. Barfie!d, P.E,
2149 Nell Purvis Road
Adel, GA 31620
P.E�#54419
STRY
I JyMit S&M P
S. p toe
te
E&1
STEEL EBUILEDING SL-JST1='fXNS1NC:. 0 No 541..19
CUSMMER: 0
No
4w
REVISIONS MOTO ELECTRIC CARTS W&
JOB NO: DATE- 4w
11 1, .11 z I "i I 1w
15-02-034C 5/ 6/15 so I .. , I f ,iZ
100 .
[2] LOCAWN:
ATLANTIC BEACH, FL
[3] DRAWING NAi SCALE.
ENDWALL FRAMING LAYOUT NONE
[4] DRAWING NO: DRAWN BY- CHECKED ffY-
PAG E 4 mss (L
CABLE
GRIP
DOOR JAMB EYE—BOLT
CABLE
HILLSIDE
BRKT—1
(2) 3/4" WEDGE ANCHORS
FINISHED FLOOR E7777 [FIELD LOCATE]
BRKT—1
CABLE BRACKET DETAILS Gregory S. Barfield, P,E.
2-149 Nell Purvis Road
DETAIL Adel, GA 31620
RE. #54419
STRU,q
L J"U jSjrt#P
f3we
Ifto
ell,
E N (%
STEEL EBUILDING Sl--JSTEfrXSINC:. 0: No 54
CUSTOMER:
REVISIONS MOTO ELECTRIC CARTS
Ell JOB NO. DAM
15-02-034C 05/06/15
10
(21 LOCAMON:
Da.
ATLANTIC, BEACH, FL 0
131 DRAWING NAME:- SCALE.
N A
FRAMING DETAILS NONE
[4) DRAWING NO. DRAWN BY- CHECKED EFY.
PAGE 4.1 IVISS
LU ru
0
0
0 0
e"_ 7 \4y.-
4 �; -; '-, . ,:.:
(1] SECURE THE PERSONNEL DOOR JAMBS TO THE FLOOR [3] DEPENDING UPON THE SIZE OF THE PERSONNEL DOOR,
USING (2) 1/2- WEDGE ANCHORS AT EACH JAMB. INSTALL THE RED IRON JAMBS 3'-4". 4*-4" OR 6'-4"
APART (MEASURING INSIDE TO INSIDE OF THE JAMBS).
[1] TEMPORARILY BRACE THE PERSONNEL DOOR UNTIL THE USE (2) M.5xl.5 BOLTS AND (2) 5/8" WEDGE ANCHORS
FRAMED OPENING IS INSTALLED. PER JAMB.
[4] INSTALL THE HEADER TO THE JAMBS USING (4) M.5xl.5
BOLTS.
(5] INSTALL GIRTS TO THE JAMBS USING (2) M.5xl.5 BOLTS
ALL "SBS" Pl�'RSONNEL DOORS COME FACTORY PER GIRT.
PREPPED AS RIGHTHAND REVERSED SWING. NOTE: IF THE PERSONNEL DOOR IS FIELD LOCATED, THE -GregOrY S. Barfield, P-E.
(i.e. STANDING ON THE OUTSIDE OF THE GIRT MUST BE FIELD CUT TO FIT. 2149 Nell Purvis Road
BUILDING FACING THE DOOR, THE LOCK [6] WHEN THE WALL SHEETING REACHES THE PERSONNEL DOOR, Adel, GA 31620
WILL BE ON THE LEFTHAND SIDE OF SECURE THE DOOR TO THE HEADER BY INSTALLING SCREWS P.E. # 54419
THE DOOR AND THE DOOR WILL SWING THAT WILL FALL UNDER A PANEL HIGH—RIB.
OUTWARD FROM THE BUILDING. )
ANY FIELD M I)DIFICATIONS ARE THE RE— STRUCTURAL STAMP
SPONSIBILITY OF THE ERECTOR AND "SBS"
IS NOT LIABLt- FOR LABOR CHARGES NOR
DAMAGES DUE TO ERROR.
E
466,
STEEL BUILDING SL:1STEMSINC.
0: No 54 4"'�19
CUSTOMER:
REVISIONS
JOB NO:MOTO ELECTRIC CARTS DAM
15-02-034C 5/ 6/15
[21 LOCATION:
ATLANTIC BEACH, FL
131 DRAWING NAIJF_ SCAM
PERSONNEL DOOR INSTALLATION NONE U N A L.
DRAWING NO: DRAWN BY- CHECKM BY-
PAG E 4.2 IVISS
D ETAI L D ETAI L D ETAI L D ETAI L
PURLIN 41' PRT DEPTH RAFTER
I(IF BYPASS) COLUMN
[DOUBLE CEE] COLUMN EW GIRT
EW GIRT EW GIRT [DOUBLE CEE]
Fo — RAKE ANGLE
WZ(2)#12xl 1/4"
SCREWS F
lo 0+ (2) M.5x1.5 r - f —
?-J
(2)H.63x2.5
L
RAFTER COLUMN -T-J' . —(2) M.5x1.5
(CEE OR DBL CEE) (2) M.5x1.5 L (2) M.5x1.5
-A—
* UNLESS NOTED ON PAGE 2.
UNLESS NOTED ON DRAWING 4.
PURLIN TO ENDWALL RAFTER COLUMN / RAFTER CONNECTION ENDWALL GIRTS TO INTERIOR COLUMN ENDWALL GIRT STOPPING AT COLUMN
D ETAI L DETAIL D ETAI L D ETAI L
EW GIRT
BASE PLATE z BASE PLATE
z
10 04-- (2) M.5x1.5
(TYP)
COLUMN
[SINGLE CEE] (4) 3/4" DIA.— (4) 3/4" DIA.---0 0
C61-UMN 0 JAMB 0
1 � 01 [DOUBLE CEE] COLUMN 0 0
L __--i 0 0 T [SINGLE CEE]
F- (2) 5/8" DIA. -7
CORNER ANGLE
(IF REQD) GIRT DEPTH GIRT DEPTH
EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB
(IF BYPASS�j (IF BYPASS
SW GIRT (2)#12xl 1/4"
SCREWS
GIRTS TO CORNER COLUMN ENDWALL COLUMN BASE DETAIL FRAMED OPENING JAMB BASE DETAIL ENDWALL COLUMN BASE DETAIL
STRQ'Wi�FM�'WAUP
S �.field, P.E.
Grego','Y bl:"
is Road No
e-111 Pury
2149 N STEEL EBUILDINS SLJSTFfXNSINC:.
Adel, GA 31620
CUSTOMER:
P.E.#54419 REVISIONS MOTO ELECTRIC CARTS
0] JOB NO: DATE:
5/ 6/15 00
15-02-034C
[2) LOCATION:
0
ATLANTIC BEACH, FL
(3] DRAWING NAME. SCALE
FRAMING DETAILS NONE
[4] DRAWING NO: DRAWN BY. CHECXED BY-
PAG E 5 IVISS
D ETAI L D ETAI L D ETAI L D ETAI L
LAP
RAFTER PURLIN (6)M.5xl.5 FLANGE
BRACE
F NGE
BRA
Q
[DOUBLE CEE] 0 C
(IF REQ'D)
0 F11V 01 0 EAVE STRUT (2) M.50.5
f(2)M.5xl.5
COLUMN
M 1
[MAINFRAME]
0 10 01 0
0 10 01 0 1 RAFTER
RAFTER [DOUBLE CEE]
[MAINFRAME] (2)M.5xl.5
T CIC07-4m '4' V,* A,"J "",
0 1 L
0 0 1
SEE PAGE 4 FOR SIZE AND
QUANTITY OF BOLTS. FLANGE GIRT (6)M.5xl.5 * UNLESS NOTED ON PAGE 2.
BRACE
UNLESS NOTED ON PAGE 2. (IF REQ'D) LAP
RAFTER DETAIL AT SPLICE PURLIN TO MAINFRAME RAFTER GIRT TO MAINFRAME COLUMN EAVE STRUT CONNECTION AT ENDWALL
D ETAI L DETAIL DETAIL D ETAI L
EAVE STRUT (2) M.5xl.5 GIRT JAMB GIRT EAVE STRUT (2) 1-1.50.25 (2) H.5x1.25
IIE I [IF REQ'D] GIRT
r 17- [ZEE/CEEj
UNLESS NOTED ON PAGE 2. UE
L JAMB JAMB
COLUMN
[MAINFRAME] (2) M.50.5 L (2) M.50.5
A A I A
V V V
EAVE STRUT CONNECTION AT MAINFRAME GIRTS TO JAMB FRAMED OPENING JAMB TO EAVE STRUT FRAMED OPENING JAMB TO GIRT
STRUCTURAL STAMP
Gorecory c3�. Garfield, P.E.
2149 Nell Purvis Road
Adel, GA 31620
STEEL EBUILDING SL-.JSTEfXNSINC.
P.E.#544 19 %4Q�
CUSTOMER: No 5 4
REVISIONS MOTO ELECTRIC CARTS -nr
W JOB NO: DAM
15-02-034C 5/ 6/15 ij
[2] LOCAMON:
ATLANTIC BEACH, FL
[3] DRAVANG NAME' SCALE. 0
FRAMING DETAILS NONE %A
[41 DRAVANG NO: DRWN fff-. CHECKM BY- 14 10&'�%-'
I I p I I g 4i I I�j
PAGE 5.1 IVISS
D ETAI L DETAIL Q2 D ETAI L OSHA REQUIREMENT
NOTE: THE FIRST GIRT AT A
LAPPED CONDITION MUST
A BE SECURED TO THE
COLUMN CLIP WITH 61)M.5xl.25
FIN NECK OLT W/ NUT
NAIL ANCHOR— BEFORE INSTALLING THE
JAMB CABLE (24' ON CENTER) SECOND GIRT AND STAN—
COLUMN OR DARD CONNECTION BOLTS.
RAFTER
G GRIP BASE ANGLE 10 01
RIP
HEADER/SILI
01
M.5xl.5 r7 Onj T HILLSIDE EDGE OF SLAB
EYE—BOLT
LLO
1st GIRTI t(1)M.5x1.25 FIN NECK
Directive Number: CPL 2-1.34
Title: Inspection policy and procedures for OSHA's
steel erection standards for construction
Standard Number: 1926
Information Date: 03/22/2002
FRAMED OPENING HEADER/SILL TO JAMB CABLE INSTALLATION DETAIL BASE ANGLE DETAIL LAPPED I GIRTS TO COLUMN
NOTE: NUT ROTATION FROM SNUG—TIGHT CONDITION
THE PROPER TIGHTENING AND INSPECTION OF ALL FASTENERS IS THE BOLT LENGTH REQUIRED ROTATION
RESPONSIBILTY OF THE ERECTO . ALL HEAVY STRUCTURAL (A325,A490) UP TO AND 1/3 TURN
BOLTS AND NUTS MUST BE TIGITENED BY THE "TURN—OF—NUT" METHOD INCLUDING
SHOWN BELOW. A325 AND A490 BOLTS ARE DESIGNATED BY "SBS" WITH 4 DIAMETERS
A "H". (ex: H.63X2.0 OR H.75x2.75)
TURN—OF—NUT TIGHTENING: OVER 4 DIA— 1/2 TURN
METERS BUT
BOLTS SHALL BE INSTALLED IN ALL HOLES OF THE CONNECTION AND BROUGHT NOT EXCEEDING
TO A SNUG—TIGHT CONDITION. SNUG TIGHT IS DEFINED AS THE TIGHTNESS THAT 8 DIAMETERS
EXISTS WHEN THE PLIES OF THE JOI T ARE IN FIRM CONTACT. THIS MAY BE AT—
TAINED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF A OVER 8 DIA— 2/3 TURN
MAN USING AN ORDINARY SPUD WRENCH. SNUG TIGHTENING SHALL PROGRESS METERS BUT
SYSTEMATICALLY FROM THE MOST RIGID PART OF THE CONNECTION TO THE FREE NOT EXCEEDING
EDGES UNTIL ALL BOLTS ARE SIMULTA\lEOUSLY SNUG' TIGHT AND THE CONNECTION 12 DIAMETERS
IS FULLY COMPACTED. FOLLOWING THI" INITIAL OPERATION ALL BOLTS IN THE CON—
NECTION SHALL BE TIGHTENED FURTHER BY THE APPLICABLE AMOUNT OF ROTATION NOTES:[1] NUT ROTATION IS RELATIVE TO BOLT
SPECIFIED IN THE TABLE BELOW. DURI�G THE OPERATION THERE SHALL BE NO RO— REGARDLESS OF THE ELEMENT (NUT
TATION OF THE PART NOT TURNED BY THE WRENCH. TIGHTENING SHALL PROGRESS OR BOLT) BEING TURNED.
SYSTEMATICALLY FROM THE MOST RIGID PART OF THE JOINT TO THE FREE EDGES. [21 APPLICABLE ONLY TO CONNECTIONS GregOrY S. Barfield, P.E.
IN WHICH ALL MATERIAL WITHIN THE 2149 Nell Purvis Road
GRIP OF THE BOLT IS STEEL. Adel, GA 31620
P.E. #54419
STRUCTURAL STAMP
gap
S EL BUILDING St-JSTEMS
TEE INC.
CUSTOMER: No
REVISIONS
MOTO ELECTRIC CARTS
JOB NO:
15-02-034C
I �Z 6/15
(2]
0Z
ATLANTIC BEACH, FL 4�
(3] DRAWING NAME:
SCALE-
FRAMING DETAILS NO
NO: %
Y. CHECKED y1k #-
PAG E 5.2 3S
39'-0"OUT—TO—OUT OF STEEL
19,-0" 20'-0"
LOW EAVE
to
I
in
w
0
C-4
0
04
HIGH EAVE
Gregory S. Barfield, P.E.
2149 Nell Purvis Road
ROOF SHEETING PLAN Adel, GA 31620
PANELS: 26 GA. R — GALVALUME P.E. #54419
STRUCTUML
v r�T,�M P
Ami—ME
ra
E N
STEEL B ILDINCE Sl--JSTEfXNS INC.
-4
No 5. '0
CUSTOMER:
REVISIONS
MOTO ELECTRIC CARTS
JOB NO: DATE-
15-02-034C 5/ 6/15 40*
[2] LOCATION:
ATLANTIC BEACH, FL jt�
[3] DRAWING NAME:- ScA.E.
ROOF PANELS & TRIM NONE
[4] DRAWING NO: DRAWN BY. CHECKED EIY- fop
I PAG E 6 1 IVISS 'Z;—1-1'r
END LAP WITH
CONTINUOUS TAPE SEAL 4 8 4 of L 81' 41'
t of
2't, 2 2". 2t, 2 .L 21#
LAP SCREW
SIDE LAP WITH CONTINUOUS
CONTINUOUS TAPE SEAL TAPE SEAL
END LAP WITH . #12 SCREW SIDE LAP
CONTINUOUS TAPE SEAL
LAP SCREW
(20" O.C.) DETAIL AT PANEL END
12 SCREW
(SEE DETAILS F9R LAYOUT)
PANEL END WITH
INSIDE CLOSURES
1210 121?
LAP SCREW
CONTINUOUS
TAPE SEAL
#12 SCREW SIDE LAP
X DETAIL AT INTERIOR OF PANEL
NOTES: Gregory S. Barfield, P E,
2149 Nell Purvis Road
[1] ALL END LAPS MUST BE A MINIMUM OF 6 Adel, GA 31620
. 12] METAL SHAVINGS MUST BE SWEPT FROM THE ROOF EACH DAY P.E. # 54419
DURING ERECTION TO PREVENT SURFACE RUSTING.
[3] TAPE SEAL MUST BE APPLIED WITH NO GAPS OR BREAKS. STRUCTUM� STAMP
[4] #12 SCRE S ARE USED TO ATTACH THE PANEL TO THE % pfille,
#
PURLINS. 14 LAP SCREWS ARE USED AT THE PANEL—TO— A*
E A#
PANEL ATTACHMENTS. ALL FASTENERS ARE SELF—DRILLING.
STEEL E9U1L01Nf'-n k-JSTEfr\S1NC:,
No
CUSTOMER:
REVISIONS
MOTO ELECTRIC CARTS
[I] JOB NO: DATE-
15-02-034C 5/ 6/15
(21 LOCA71ON:
ATLANTIC BEACH, FL
1-31 DRAWING NAME: SCALE.
-7N
ROOF PANEL DETAILS NONE J�yo
[41 DRAWING NO: DRAWN BY. CHECXED BY-
PAG E 6.1 IVISS
TRIM TABLE
FRAME LINE A & C
ro) OID PART F=E::N H
1 1 S CORN 20'—Y
2 1 S CORN 4'-6':
3 BASE TRIVI 2'-0'
4 BASE TRM 20'-3"
5 BASE TRM 7'-0"
6 06S CORN 17'-6"
7 G TTER 20*—,311
8 GUTTER 199-099
9 GUTEND L
10 CORBOX L
11 GUTEND R
12 CORBOX R
13 R JAMB 149-30'
14 R HEAD lot-399
SIDEWALL SHEETING & TRIM: FRAME LINE D
ro"\
(GUTTER W1 3 DOWNSPOUTS)
El
Ln 141)
CD
Gregory S. Barfield, P.E.
2149 Nell Purvis Road
Ad�--I, GA 31620
P.E. #54419
ST.Yp! 4P 1%4�p
%0o,"'M-
LS
C
Y E Pv
SIDEWALL SHEETING & TRIM: FRAME LINE F
PANELS: 26 GA. R — WALL COLOR cor No 5-, 9
STEEL BUILDING St-JSTEMSINC.
CUSTOMER:
REVISIONS MOTO ELECTRIC CARTS
JOB NO: DAM
15-02-034C 5/ 6/15
[21 LOCKTION:
ATLANTIC BEACH, FL
[31 DMWING NMF- SCAM /0 N A%-
SIDEWALL PANELS & TRIM NONE
[41 OWING NO: DMWN BY- CHECKM BY'
I PAG E 7 1 IVISS
L 410 891 490 8's 4"
2"L 2". 2'9
291L 29"
LAP SCREW
EAVE STRUT #12 SCREW SIDE LAP
LAP SCREW
(20 0.C.) DETAIL AT PANEL END
DETAIL AT HEADE
DETAIL AT PARTIAL WALL
a 1291 1211
U-12 SCREW
(SEE DETALIS FOR LAYOUT) LAP SCREW
GIRT
#12 SCREW SIDE LAP
BASE SUPPORT.
DETAIL AT INTERIOR* OF PANEL
PANEL END WITH"�<
INSIDE CLOSURES Gregory S. Baffield, P.E.
2149 Nell Purvis Road
Adel, GA 31620
P-E # 54419
SLAB
STRUCTU,% STAMP
NOTES: 01
top
Ell METAL SHAVINGS MUST BE SWEPT FROM THE WALL EACH DAY STEEL BUILDING SL:JS MS INC.
No 54- 9
DURING ERECTION TO PREVENT SURFACE RUSTING. CUSTOMER:
REVISIONS
MOTO ELECTRIC CARTS
[2] #12 SCREWS ARE USED TO AT-ACH THE PANEL TO THE JOB NO: DATE:
15-02-034C �Z 6/15
GIRTS. #14 LAP SCREWS ARE I)SED AT THE PANEL-TO- (2] -CO—CATION:
_-NERS AR
PANEL ATTACHMENTS. ALL FASTI- E SELF-DRILLING. ATLANTIC BEACH, FL
DRAWING NAME
SIDEWALL PANEL DETAILS NONE
D NG NO: Ro
DRAWN BY- CHECKED BY- '17421'
PAGE 7.1 MsS
TRIM TABLE
FRAME LINE 7 & 9
OID PART LENGTH
1 BASE TR9— Y-8"
2 BASE TRM 20'-3"
3 BASE TRM 8'-4"
4 O/S CORN 17'-6"
5 I/S CORN 20'-3"
6 I/S CORN 4'-6"
7 RAKE TRM 20'-3"
8 RAKE TRM 2'-7"
9 R JAM B 101-3#1
10 R HEAD 10'-3"
11 R JAM B 79-519
12 R HEAD 3D-719
13 BASE TRM 2'-3"
14 RAKE TRM 2 —10"
15 R HEAD 4#-3t
12
12
................. ...............
FT
!6 co
0 0 0
,,,a ro 0
w 0 w 0
C14 V) -In 04 '04
2c C14 04 04
'04 CS 04 C-4 c*4 c*4
0 c� 04 04
'c C14 04 04 04 C14 0 0)
04 04 — 0) 00 "00
00 OD
9
> U
ENDWALL SHEETING & TRIM: FRAME LINE 7 ENDWALL SHEE71NG & TRIM: FRAME LINE 9
PANELS: 26 GA. R WALL COLOF PANELS: 26 GA. R WALL COLOR
Gregory S. Barficild, P.E.
21141111 Nell Purvis Road
Adell, GA 31620
P #544 19
STRUCTURAL STAMP
SL
STEEL BUILDING -JSTEfr\S INC.
No
CUSMMER.
REVISIONS MOTO ELECTRIC CARTS
Ell JOB NO: DhTE-
15-02-034C 5/ 6/15
[2] LOCAMON:
ATLANTIC BEACH, FL
DRAWING NAME- SCAM
ENDWALL PANELS & TRIM NONE
[4) DRAWING NO: DRAWN BY. CHECKED BY'
PAG E 8 MSS
AG
0VC,,G1
Govc
RAKE SUPPORT 41 8 4 8 4
21", 21p., 29". 2 1'.,
LAP SCREW
............
#12 SCREW SIDE LAP
ip J_ LAP SCREW DETAIL AT PANEL END
(20" O.C.)
D ETAI L AT HEADER/SILL
DETAIL AT PARTIAL WALL
12 SCREW 121' 122p
a (SEE 9ETAILS FOR LAYOUT) LAP SCREW
GIRT
#12 SCREW SIDE LAP
BASE SUPPORT
DETAI-L AT INTERIOR OF PANEL
PANEL END WITH
INSIDE CLOSURES
Gregory S. Barfield, P.E.
2149 Nell Purvis Road
Adel, GA 31620
- SLAB P.E. #54419
STRUCTU
STAMP
NOTES: STEEL EBUILDING SL:JSTr=fnS INC. Z*4c�:
0 4 1'19)
N
[1] METAL SHA/INGS MUST BE SWEPT FROM THE WALL EACH DAY CUSTOMER:
REVISIONS MOTO ELECTRIC CARTS
DURING ER:_'CTION TO PREVENT SURFACE RUSTING. JOB NO: DAM
15-02-034C 15
[2] #12 SCREWS ARE USED TO ATTACH THE PANEL TO THE
(2] LOCATION: 1.01
GIRTS. #14 LAP SCREWS ARE USED AT THE PANEL—TO— ATLANTIC BEACH, FL
[3] MWING NAME SCAM-
PANEL ATTACHMENTS. ALL FASTENERS ARE SELF—DRILLING. ENDWALL PANEL DETAILS NONE
[4) DRAWING NO: DRAWN IT* CHECKM BY-
PAGE 8.1 1 MSS
TRIM NOTES:
ROLL CAULK ROOF PANEL
#14 SCREW I/S CLOSURE RAKE TRIM
[11 SEAL TRIM SPLICES WITH TUBE CAULK. ROOF EL (12- O.C.) #14 SD SCREW GUTT ER
[21 SECURE GUTTER SPLICES AND END (12- ON CENTER)
PLUGS WITF RIVETS.
'J'jr
URE
RAKE TRIM
[31 SECURE AL- OTHER ROOF TRIM
SPUCES WITH TRIM SCREWS UNLESS
NOTED OTH:_'RWISE. #14 SCREW GUTTER
[41 TRIM SCREWS ARE LOCATED 12- ON (12- O.C.)
CENTER UN-ESS NOTED OTHERWISE.
WALL PANEL WALL PANEL GUTTER
CORNER END
BOX
NOTE: INs'r&L GUTTER STRAPS 3'0* ON CENTER.
RAKE TRIM DETAIL GUTTER DETAIL GUTTER END DETAIL
BASE
TRIM I/S BASE WALL PANEL
TRIM CORNER
WALL PANEL— O/S CORNER TRIM
BASE
TRIM #14 SCREW
CORNER BASE (12- ON CENTER)
I/S CLOSURE IQ TRIM I
BASE TRIM _T WALL PANEL
EDGE OF SLAB—
BASE TRIM DETAIL BASE TRIM CORNER DETAIL I/S BASE CORNER DETAIL O/S CORNER DETAIL
HEAD TRIM
WALL PANEL—
JAMB #12 SCREW
I/S CORNER TRIM (12- ON CENTER)
I/S CLOSURE JAMB TRIM
12
(1 2t ONS
#14 SCR
(12- O.C.) WALL PANEL
WALL PANEL
HEAD TRIM
WALL PANEL
2149 Nell Purvis Road
L+_1 Adel, GA 31620
P.E. #54419
L I/S CORNER DETAIL t HEAD TRIM DETAIL AT HEADER HEAD TRIM DETAIL AT SILL JAMB TRIM DETAIL AT J
STRU�1jiW4ijil�MP
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ass
STEEL EBUILDING SIL-JSTERNSINC, No 0
CUSTOMER:
REVISIONS
MOTO ELECTRIC CARTS
JOB NO:
15-02-034C 5/ 6/15
(21 LOCAMON:
ATLANTIC BEACH, FL
131 DRAWING NAME scALF_ �/OPJAL-
TRIM DETAILS NONE #04#111111111141%
[41 DRAWING NO: DRAWN BY- CHEMED BY-
PAG E 9 m 1.1;S 6 -5--1151
..........
G
DO NOT INSTALL GUTTER WITH INSTALL GUTTER WITH
OUTSIDE FACE PERPENDICULAR OUTSIDE FACE PERPENDICULAR
TO THE GROUND. TO THE ROOF.
S. Ez�i P.E.
2149 Nell Purvis Road
Adel, GA 31620
P.E. #54419
. ..... -GUTTER INSTALLATION DETAIL
ST CMRAlf#,§jAMP
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gap
EMS INC. N o cS 4
STEEL BUILDING SL:ISTE=
CUSTOMER:
REVISIONS MOTO ELECTRIC CARTS
DATE:
;0*. Te,
[I] JOB NO:15-02-034C 5/ 6/15
[2] LOCATION:
0
ATLANTIC BEACH, FL 4
[3] DMWING NME:- SCAM. ONAL
I GUTTER INSTALL DETAILS NONE 1pffmoll'"O -
[41 D NG NO: DRAWN BY- CHECKED BY- 5
I PAGE 9.1 mss I
GUTTER
0
'Y' THE BOTTOM OF THE GUTTER FIELD CUT THE TOP OF THE DOWNSPOUT
AND FOLD THE TABS INTO THE TO MATCH THE ROOF PITCH.
DOWNSPOUT.
DOWNSPOUT
INSTALL DOWNSPOUT STRAPS 0
5-0" ON CENTER.
Gregory S. Barfield, P,E.
2149 Nell Purvis Road
Adel, GA 31620
DOWNSPOUT INSTALLATION DETAIL P.E. #54419
STRY,�TVR�-,,STAMP
vs
4 i 14-
STE=-r=L BU1L01NC=- SL-JSTE=f)RSlNC. NO
CUSTOMER:
REVISIONS MOTO ELECTRIC CARTS
JOB NO: DATE:
15-02-034C 5/ 6/15
[2) LOCA'nON:
0
ATLANTIC BEACH, FL
eve;
131 DRAYANG NAME SCAM
DOWNSPOUT INSTALL DETAILS NONE
[4) DRAWING NO: DRAWN BY- CHECKED BY-
I PAG E 9.2 mss
INSULATION TABLE
ROOF PLAN
ROLL QUAN MARK WIDTH LENGTH
1 7 RI—1 6'-0" 45'-019
39'-0"
19'-0 20'-0"
9----F
110 110
in in in
Gregory S. Barfield, P.E.
2149 Nell Purvis Road
Adel, GA 3 1620
P.E. #54419
ROOF INSULATION
INSULATION: 3.00" THICK RE STRUQjVR44.,-
05TAMP
ov,
STEEL EBUILDING SL-JSTEfnSINC:. No 54419
CUSTOMER:
REVISIONS
MOTO ELECTRIC CARTS
JOB NO: DATE.
15-02-034C 5/ 6/15
[2] LOCA71ON:
ATLANTIC BEACH, FL
[31 DRAWING NAME- SCAM
INSULATION LAYOUT NONE off#
[41 DRAWING NO. I DRAWN BY: CHECKED BY- !soot
PAGE 10 mss
INSULATION-TABLE
FRAME LINE 7 F 9
ROLL� QUAN MARK WIDTH LENGTH
1 1 Wl-1 6'--�IT—4'-0"
of 0
2 1 WI-2 6'-0 6 -0
3 6 WI-3 6'-0" 1 q'-0
,Z2* 4 2 WI-4 6'-0" 20'-0"
12 5 1 WI-5 6'-0" 21'-0"
-:7, 6 2 WI-6 6'-0" 22'-0"
7 2 WI-7 W-011 23#-Opp
8 2 WI-8 6'-0 24.9-012
9 2 WI-9 6'-0" 25'-0"
10 2 WI-10, 6'-0" 1 26'-0
LEGEND:
F- I-E-NOCTIPH(1�ROLL
co r
iz 0
20 C) 'co
04
04
c*j
C-4 c i
c*4
04
ENDWALL INSULATICN: FRAME LINE 7
INSULATION: 3-00" THICK RE SIDEWALL INSULATION: FRAME LINE F
INSULATION: 3.00* THICK RE
2
00
co
10 to
04 in
04 a
04 0
P) I a
N 0
N
N
N
Gregory s. Sarfield, P,.c=
2149 Nell' Purvi-; Poad
Adei, CA31620
P�E� 4 ,c
ENDWALL INSULATION: FRAME LINE 9
INSULATION: 3.00" THICK RE STRUCT
M P
top
STEEL EBULDING SL-JSTEMSINC.
No
CUSTOMER:
REVISIONS
MOTO ELECTRIC CARTS
JOB NO.
DATE.-
15-02-034C 5/ 6/15
[2] 1 OCA71ON:
ATLANTIC BEACH, FL
131 DRAW5Z NAME:-
SCAM
,f c)-A�A�-T��*�
INSULATION LAYOUT NONE
DRAWING NO. DRAWN BY. CHECKED BY.
PAGE 10.1 mss
ROOF PANEL
ROOF PA EL
GUTTER RAKE TRIM
INSULATION
INSULATION]
z
WALL PANEL INSULATION INSULATION WALL PANEL
EAVE DETAIL RAKE DETAIL
OTE: FOLD ROOF INSULATION BACK 3" TO 6".
WALL PANEL
O/S CORNER TRIM
WALL PANEL----b d INSULATION
INSULATIONJ
BASE TRIM INSULATION WALL PANEL
Gregory S. Barfiield, P.E.
BASE DETAIL CORNER DETAIL 2149 Nell Purvis Road
NOTE: FOLD INSULATION BACK 3" TO 6". Adel, GA 31620
P-E- # 54419
CAUTION: FAILURE TO FOLD FACING OF INSULATION BACK
FROM THE PANEL EDGE AT THE BASE AND EAVE
COULD RESULT IN PANEL DAMAGE AND WILL VOID
THE PANEL WARRANTY. STRUCTURAL STAMP
MINS- ) 0 ox ts-
%
kc,*0
STEEL BUILDING SL-JSTEfXNS1NC. 0 *
N o
CUSTOMER:
REVISIONS
MOTO ELECTRIC CARTS
JOB NO:
15-02-034C —r5/ 6/15
(2] LOCAMON:
ATLANTIC BEACH, FL ®r
131 DRAVANG NAME: SCAM*
INSULATION DETAILS NONE
DRAMnNG NO: DRAWN BY. CHECKED BY:
PAGE 10.2 MSS