HomeMy WebLinkAboutPLANSBUILDER /CONTRACTOR RESPONS1131LITIES
'Va — These drawings, supporting structural calculations and design certification are bcsed on the
,14 cl;�2 5 as of the date of these drawings. These documents describe the material supplied by the
manufacturer as of the date of these drawings. Any changes to the order documents after the date on these
drawings may void these drawings. supporting structural calculations and design certification. The
Builder/Ccntractor is responsible for notifying the building authority of all changes to the order documents which
result in changes to the drawings. supporting structural calculations and design certification.
Builder Acceptance of Drawing — Approval of the monufacturiI drawings and design data affirms that the
manufacturer has correctly interpreted and applied the requirements of the order documents and constitutes
Builder/Contractor acceptance of the manufacturer's interpretations of the order documents and standard product
specifications. including its design, fabrication and quality criteria standards and tolerances. (AISC code of
standard practice Sept 86 Section 4.2.1) (Mar 05 Section 4.4.1)
Code Official Approval — It is the responsibility of the Builder/Contractor to ensure that all project plans and
specifications comply with the applicable requirements of any governing building authority. The Builder/Contractor
is responsible for securing all required approvals and permits from the appropriate agency as required.
Builder is responsible for State. Federal and OSHA safety c.ni — The Builder/Contractor is responsible for
applying and observing all pertinent safety miss and regulations and OSHA standards as applicable.
Buildina Erection — The Builder/Contractor is responsible for all erection of the steel and associated work in
compliance with the Metal Building Manufacturers drawings. Temporary supports, such as temporary guys,
braces, false work or other elements required for erection will be determined, furnished and installed by the
erector. (A1SC Code of Standard Practice Sept 86 Section 7.9.1) (Mar 05 Section 7.10.3)
Discrepancie — Where discrepancies exist between the Metal Building plans and plans for other trades, the Metal
Building plans will govern. (AISC Code of Standard Practice Sept 86 Section 3.3) (Mar 05 Section 3.3)
Malcdals by Others — All interface and compatibility of any materials not furnished by the manufacturer are the
responsibility of and to be coordinated by the Builder/Contractor or A/E firm. Unless specific design criteria
concerning any interface between materials if furnished as a part of the order documents, the mcnufacturem
assumptions will govern.
Modification of the Metal Building from Plans — The Metal Building supplied by the manufacturer has
been designed according to the Building Code and specifications and the loads shown on this drawing.
Modification of the building configuration, such as removing wall panels or braces, from that shown on these
plans could affect the structural integrity of the building. The Metal Building Manufacturer or a Licensed
Structural Engineer should be consulted prior to making cry changes to the building configuration shown on
these drawings. The Metal Building Manufacturer will assume no responsibility for any loads applied to the
building not indicated on these drawings.
Foundation Desion — The Metal Building Manufacturer is not responsible for the design, materials and
workmanship of the foundation. Anchor rod plans prepared by the manufacturer are intended to show only
location, diameter and projection of the anchor rods required to attach the Metal Building System to the
foundation. It is the responsibility of the end customer to ensure that adequate provisions are made for
specifying rod embedment, bearing values, tic rode and or other associated items embedded in the concrete
foundation, as well as foundation design for the loads imposed by the Metal Building System, other Imposed
loads, and the bearing capacity of the soil and other conditions of the building site- (MBMA 06 Sections 3.2.2
and A3)
1/2-0 A325 BOLT GRIP TABLE
GRIP
LENGTH
BOLT LENGTH NOTE:
FULL THREAD ENGAGEMENT IS
DEEMED TO HAVE BEEN MET
WHEN THE END OF THE BOLT
IS FLUSH WITH THE FACE OF
THE NUT.
WASHER REQUIRED ONLY WHEN SPECIFIED.
PHER MAY BE LOCATED UNDER HEAD
W
GRIP WAS
OF BOLT, UNDER NUT, OR AT BOTH AT
LOCATIONS NOTED ON ERECTION DRAWINGS.
ADD 5/32- FOR EACH WASHER TO MATERIAL
THICKNESS TO DETERMINE GRIP.
0 TO 9/16-
1 1/4- F.T.
Over 9/16" TO 1 1/16"
1 3/4" F.T.
Over 1 1/16" TO 1 5/16"
2"
Over 1 5/16" TO 1 9/16"
2 1/4"
Over 1 9/16" TO 1 13/16'
2 1/2"
Over 1 13/16" TO 2 1/16"
2 3/4'
LOCATIONS OF BOLTS LONGER THAN 2 3/4-
L DRAWNGS
NOTED O!j RUECIIO�F
_L
F.�. DEN 7Z ULLY THREADED
Rev. 4/4/2017
PROJECT NOTES
Material properties of steel bar, plate, and sheet used in the fabrication of built—up structural framing members
conform to ASTM A529, ASTM A572, ASTM A1011 SS, or ASTM A1011 HSLAS with a minimum yield point of 50
asi , Material properties of hot rolled structural shapes conform to ASTM A992, ASTM A529. or ASTM A572 with
a minimum specified yield point of 50 ksi. Hot rolled angles, or other than flange braces, conform to ASTM 36
minimum. Hollow structural shaped conform to ASTM A500 grade b. minimum yield point is 42 ksi for round
HSS and 46 ksi for rectangular HSS. Material properties of cold form light gage steel members conform to the
requirements of ASTM A1011 SS Grade 55 or ASTM A1011 HSLAS Class I Grade 55, with a minimum yield point
of 55 ksi.
The manufacturer does not assume any responsibility for the erection nor field supervision of the structure and
or any special inspections that may be required by the local building authority during erection (including inspection
of the high strength bolts or field welds) as required during erection. The coordination and the costs associated
for setting up and Special Inspections are the rvisponsibility of the Erector, Owner. Architect, or Engineer of Record
Design is based upon the more severe loading of either the roof snow load or the roof live local.
Loads, as noted, are given within order documents and are applied in general accordance with the applicable
provisions of the model code and/or specification indicated. Neither the manufacture nor the certifying engineer
declares or attests that the loads as designated are proper for the local provisions that may apply or for site
specific parameters. The manufacturer's Engineer's certification is limited to design loads supplied by an
Architect and/or engineer of record for the overall conethruction projecL
This project is designed using manufacture's standard serviceability standards. Generally this means that all
stresses and deflections are within typical performance limits for normal occupancy and standard metal building
products. If special requirements for deflections and vibrations must be adhered to. then they must be clearly
stated in the contract documents. r
This metal building system is designed as enclosed. All exterior components (i.e. doom, windows, vents, etc.)
must be designed to withstand the specified wind loading for the design of components and cladding in
accordance with the specified building code. Doom am to be closed when a maximum of 507 of design wind
velocity is reached.
Roof and wall panels have been designed in accordance with section 2222.4 of the Florida Building Code. Sixth
Edition (2017). Product approval numbers for the State of Florida, Department of Community Affairs per
Product Rule 98-72:
I FLORIDA APPROVAL III I
F11
t ��M—a
PBR RCOF PANEL
FU6964.3
MW&DOORS
Deal DOOR = SUMES AID UP
I
DATE
DESCRIPTION
8/ 3/18
FOR CONSTRUCTION PERMIT
2/ 5/19
REV. FOR CONSTRUCTION PERMIFIF
2/ 8/19
REV. FOR CONSTRUCTION PERMIT
3/15/19
REV. FOR CONSTRUCTION PERMIT
F51211
SCANNED
O%f
E3 T
St. Lucie County
DESIGN LOADING
THIS STRUCTURE M DESIGNED MUZING THE I.(V%DS
INDICATED AND APPLIED AS REQUIRED Bm
FBC 2017
THE BUILDER IS TO CONFIRM THAT THESE LOADS COMPLY
� ME REQUIREMENTS OF THE LOCAL BUIUDING DEPARTMENT.
ROOF DEAD LOAD
SUPERb(POSED 2.580 PSF
COLLATERAL (LIGHTS) 0.5 PSIF
ROOF LIVE LOAD
RISK CATECOFTY
20.00 PSF(REDUCIBUE)
Ii — N...1
SNOW LOAD
GROUND SNOW UMD (Pg)
0.0000 PSF
SNOW LOAD IMPORTANCE FACTOR (Is)
1v000O
FLAT RoOF SNOW LOAD (Pf)
0 PSF
SNOW EAPOSUR5 FACTOR (C.)
100
THERMA]. FACTOR (OU
1.00
DRAWING INDEX
PAGE
DESCRIPTION
Ci
COVER SHEET
F1
ANCHOR BOLT PLAN
F2
ANCHOR BOLT REACTIONS
F3
ANCHOR BOLT DUALS
El
ROOF FRAMING PLAN
E2
ROOF SHEETING PIAN
E3
FRONT SIDERALL
E4
BACK SIDEWALL
E5
LEFT ENDWALL
E6
RIGHT ENDWALL
E7
FIRNME GROSS SECTION
DETI-11
STANDARD DETAILS
WIND LOAD
I
I
ULTIMATE WIND SPEED 160 MPH
NOMINAL WIND SPEEWaxt, 123 MPH(IBC SECTION
1609.3.1) DRAWING STATUS
SERWCEh3IU1Y WIND SPEED B7 MPH
E] FOR APPROVA
MND EXPOSURE CATEGORY C
N D EXP UR E TEG CRY
THESE DRAWNGS, BEING FOR APPROVAL, ME BY
TOPOGRAPHICAL FACTOR 1.0
T OF X W0' CAL F OR
DEFINITION NOT FINAL, AND ME FOR CONCEPIUAL
0
REPRESENTATION ONLY. THEIR PURPOSE IS TO
/_0 1 8
INTERNAL, PRESSURE COEFFICIENT (GCPT) 0.18 /-0.18
'GGPC OC 1
CONFIRM PROPER INTERPRETATION OF THE PROJECT
7
ZONE 4. COMPONW WIND LOAD S 10FT2
DOCUMENTS. ONLY DRAWINGS ISSUED
'FOR ERECTOR INST[AU_AT`ION' CAN BE CONSIDERED
51.138 PSF PRESSURE-55.399 PSF SUCTION
AS COMPLETE.
ZONE 5. COMPONENT WND LOAD < 10FT2
�
JUN—F�CRM
FOR CONSTRUCTION PENE
V M
51.138 PSF PRESSURE-68.056 PSF SUCTION
TIAESE DRAMNIGS, DENG FOR PERMIT, ME BY
ZONES PER ASCE 7-10; FIG. 30.�I
DEFINITION NOT FINAL ONLY DRAWINGS ISSUED
Z NES P URES S . M U ACT.RED
ONES PRESSURES SHOM6 ME
"FOR DIRECTOR INSTALLATION' CAN BE CONSIDERED
AS COMPLETE.
tRAININTEMSI�TY
5 —MNUTE DURATION, 5—YEM
FOR ERECTOR INSTALLATION
RECURRENCE (11) 11 ... N/HOUR
7 11.0000 /"a
FINAL DRAWINGS MR CONSTRUnON,
These values are the maximum values required based
FOR QUESTIONS OR ASSISTANCE
CONCERNING ERECTION
on a 10 sq ft area. Components with larger areas
may have lower wind lauds.
954-725-8883
MONDAY — FRIDAY 7:30M TO SOOPIJ
BUILDING SIZE: 25-0" x 50'-0" x 12'-0"
BUCK STEEL INC
6855 LYONS TECHNOLOGY CR SUITE 18,
COCONUT CREEK, FL 33073
PROJECT: NES DLAL
CU90MER: JAMES DIAL
OWNER: JAMES DIAL
LOCATION: FORT PIERCE, FL 34951
W
2/"aT/EI9
ICU
I N.T.S.
I PHASE
I
� BUILDING ID
A
JOB NUMBER
I 16-B-63945
ENGINEERING SEAL
THIS CERTIFICATION COVERS PARTS MANUFACTURED
AND DELIVERED BY THE MANUFACTURER ONLY.
AND EXCLUDES PARTS SUCH AS DOORS, WINDOWS,
FOUNDA71ON DESIGN AND ERECTION OF THE BUILDING.
T11ESE DRAWNGS AND THE MEIAL BUILDING SYSTEM
THEY REPRESENT ARE THE PRODUCT OF AN AFFILIATE
OF NCI GROUP, INC. — 10943 N. SAM HOUSTON
PARKWAY W., HOUSTON, U 77064. THE PROFESSIONAL
ENGINEER WHOSE SEAL APPEARS HEREON IS EMPLOYED
BY AN AFFILIATE OF NCI GROUP. INC. AND IS NOT THE
ENGINEER —OF —RECORD FOR THE OVERALL PROJECT.
THE ENGINEER WHOSE SEAL APPEARS HEREON IS
AN EMPLOYEE FOR THE MANUFACTURER, NCI GROUPS,
C. OR ONE OF ITS AFFILIATES. FOR THE MATERIALS
DESCRIBED HEREIN. SAID SEAL OR CERTIFICATION IS
LIMITED TO THE PRODUCTS DESIGNED AND
MANUFACTURED BY MANUFACTURER ONLY. THE
UNDERSIGNED ENGINEER IS NOT THE OVERALL
ENGINEER OF RECORD FOR THIS PROJECT.
2.0:12
111EI NUMBER � ISSUE
Cl D
III
z
SM OF
4--
* Did= 5/8.
* Did= 3/4"
—4-
X-Bracing
D
F E
G
p
c
c N
G
G
0
E
5-@ G
G
0
0
B F-.-]
r-IA
0
-T. H A L-01
Y-Broc;
4-1 10
140TE: ALL BASE PLATES 0 100.0' (U.N.)
ATS-U-MED FINISH FLOOR 0 100.0' (U.N.)
field
d)
ANCHOR BOLT PLAN
DATE DESCRIPTION
1 3118 FOR ERECTOR INSTALLATION
5/19 REV. FOR ERECTOR INSTALLATION
8/19 REV. FOR ERECTOR INSTALLATION
(15/19 REV. FOR ERECTOR INSTALLATION
�g
24'-8'
—4-
(DY
�Ing h� b� dtgitaHy �W.
% jiffitallidjol
BUCK STEEL INC
6855 LYONS TECHNOLOGY CR SUITE 18,
:0
COCONUT CREEK, FL 33073
PROJECT.' JAMES DLk-
arairme Ac
CUSTOMER: JAMES DEAL TOWNER: JAMES DIAL
LOCATION: FORT PIERC�, FL 34951
CAD
'ATE
SCAZEL
0111 11
101 NUMBER
SHEET NUMBER
K pi
1
['U'
2 9
T
IS'
16-B-63945
F1
BUILDING BRACING REACTIONS
Reactions in plane of wall
Reactions(k Ponel-Shear
-WGH -
Col
-Wind -
Lee Use
Une
Ham Vert vink"'EL.
L-EW 1
D'C
Boeing, sea
F-SW A
2.3
30 .
R-M 3
CD
Bracmg, see
B-SW D
3,2
30 .
RF reactions table far erUs.I and
rontal reactions in plane of the rigid frame.
BUILDING REACTIONS ARE WED ON
THE FOLLOWING BUILDING DATA.
Wuni (FT) - 25
LENGTH �% - 50
E .. ... . - 12 / 12
""' "M' = 2 0:12 / 2.0:12
DEAD LOAD = 2:580
COLLA L = 0.5
ROOF LIVE L AD - 20.001REDUCIBLE)
FR E7 - 12
W LIVE �
FLAT DOT S - 0
GROUND SNOW LOAD (Psf 0.0000
WIND SPEED (MPH) 160
VEND CODE FRO 2017
EXPOSURE C
CLOSIEO�GPEN Closed
IMPORT CE - WIND 1.00
NOWMAL WIND SPEED�asd 123 MPH BIG SECTION 1609.3.1)
F 87 MPH(
SOrACEA91LITY WIND P
REACTION KEY-.
WIND Left/Right 1 = th +GCiN internal Pressure
WIND Left/Righ with -GCiJ tarsal Pripwge�
Vind-Long I % riad Coe east Lett EW
Wmd-Lcm8 2 = Wind Load Case B at Right EW
MIN-SN W - Mairman Snow (Pj rr col,
UN - -L End- Unlb�lcra no. Lett
El UN'B-SLL-R Endwo'll the areed Snow Right
F UNB--SL.L - Rigid Frame Unbalanced Snow Left
F UNB-SL-R = Rigid Frame Uabdonced Snow fright
ANCHOR BOLT SUMMARY
Di.
pro
Qty Locate (in) Type
(ijn)
0 8 Jamb 5/8' F1554
2.00
0 24 Endw.11 5Z8' F1554
2.00
0 a Frame 31.4- F1554
250
0 4 WmdBent 3/4* F1554
150
GENERAL NOTES
1. THE REACIIONS PROVIDED ARE BASED ON THE ORDER DOCUMENTS
AT THE TIME OF MAILING. ANY CHANGES TO BUILDING LOADS
OR DIMENSIONS MAY CHANGE THE REkCTTONS. THE REACTIONS
"LL BE SUPERSEDED AND VOIDED BY ANY FUTURE MAUNIG.
2.
3.
4.
5.
6.
DATE
DESCRIPTION
B/ 3/18
FOR ERECTOR INSTALLATION
2/ 5/19
REV. FOR ERECTOR INSTA-LATION
2/ 8/19
REV. FOR ERECTOR INSTALLATION
3/15/19
REV. FOR ERECMR INSTALLATION
LINE
RIGID FRAME: ANCHOR BOLTS & BASE PLATES
Firm Cal Ar.-Boh B=-Pfanbo gin) Gnat
Une Use Qty Diu I Thick (in)
2 D 4 0.750 6.000 9�500 0.375 0.0
2 A 4 0.750 6.000 9.500 0.375 0.0
RIGID FRAME:
BASIC COLUMN REACTIONS (k
Frame Colmn
-
----- Uve ------ Wmd-Leltl-
-Wmd-lr� htl-
--Wmd-Left2-
Line Line Horiz-Dead--Colaterel
Vert
Horiz Vert
Horiz Vert Hertz Vert
Hariz ad
Horiz Vert
2 D 0.3
1.3
0.1 0.2
1.3 4.7 -8.9 -17.9
3.9 -8.8
-10.2 -11.3
2 A -0.3
L3
-0.1 0.2
-1.3 4.7 -3.9 -8.8
8.9 -17.9
-2-6 -2.2
From. Colmnm -Whd-jil hL2-
ct
-Vind-Longl-
--Wind-Luo 2-
Une line Hi
Horiz Vert
Hertz VeW
2 D Z6
-2.2
2.3 -15.4
1.3 -13.3
2 A 10.2
-11.3
-1.3 -13.3
-2.3 -15.4
�NDWALL COLUMN:
BASIC COLUMN REACTIONS (k
Frm
Cal
Dead
enlist
u"
Vind-Leftl
Use
Un.
Vert
Vert
Vert
Ham Vert
1
D
0.1
0.0
0.0
2.9 -7.3
1
C
0.6
0.1
3.1
0.0 -0.1
1
0
0.5
0.1
3.1
0.0 -4.8
1
A
0.0
0.0
0.0
0.0 -0.5
3
A
0.0
0.0
0.0
0.0 -0.1
3
B
0.5
0.1
3.1
DO -7z
3
C
0.6
0.1
3.1
2.9 -12.5
3
0
0.1
0.0
0.0
0.0 7.3
Fire
Got
Wmd-S.ct
Vnd-Lngl
Wim[-Lorg2
Line
Line
Hou
Vert
Hom
Vert
Ham
Vert
D
00
0.0
0.0
0.9
0.5
-1.1
C
2.5
0.0
0.5
-8.3
0.0
-3.9
1
B
215
0.0
0.0
-5.2
0.0
-6.9
1
A
0.0
0.0
0.0
011
0.0
-0.4
3
A
0.0
1.2
0.0
-0.4
0.0
0.1
3
B
2.5
0.0
0.0
-6.9
DO
-5.2
3
C
2.5
0.0
0.0
-3.9
0.5
-8.3
3
D
0.0
1.2
0.5
-1.1
0.0
0.9
ENDWALL
COLUMN:
ANCHOR BOLTS
& BASE
PLATES
Finn
Cal
Anc.-Bolt
Base -Plate
�in)
Great
Une
Use
Oty
Dki
Width
Leng
Thick
(m)
I
D
4
0.625
6.000
8.000
0.375
0.0
I
C
4
O.M
&DOO
8.000
0.375
0.0
I
B
2
0.625
7.000
8.000
0.250
0.0
I
A
2
0.625
7.000
8.000
0.250
0.0
3
A
2
0.625
7.000
8.000
0150
0.0
3
8
2
0.625
7.000
8.000
0-250
0.0
3
c
4
0.625
6.000
8.000
OZ75
0.0
3
0
4
0.625
6.030
8.000
0.375
0.0
Wmd.-Mghtl
Wmd-1eft2
Wind-Righl:2
And -Pre.
Horz
Vert
Ham
Vert
Ham
Vert
Ham
Vert
0.0
7,3
2.9
-6.9
0.0
7.7
0.0
0.0
2.9
-12.5
0.0
2.2
2.9
-10.2
-2.2
0.0
0.0
-7Z
0.0
-2.5
0.0
-5.0
-2.2
0.0
0.0
-0.1
0.0
-0.1
0.0
0.3
0.0
0.0
0.0
-0.5
0.0
03
0.0
-0.1
0.0
-1.2
OD
-4.8
0.0
-5.0
0.0
-2.5
-2,2
0.0
0.0
-0.1
2.9
-101
0.0
2.2
-2.2
0.0
Z9
-7.3
0.0
7.7
2.9
-6.9
0.0
-1.2
BUCK STEEL INC
6855 LYONS TECHNOLOGY CR SUITE 18,
COCONUT CREEK, FL 33073
PROJECT' . JAMES DIAL.
CUSMMEIL JAMES DIAL
OWNER: JAMES DIA.
d
LOCAIIDN: FORT PIERCE, FL 34951
CAD
IDATE
2/ 8/1
I SCALE
N.T.S.
I PHASE I
1
BUILDING ID
A
JOB NUMBER
6-B-63945
SHEET NUMBER
F2
Is
I
3
0-.. �.. �.. 'r.", s'�
I
SM OF
DETAIL A
0
F --I
L J
DETAIL B
0 0
0 0
DETAIL C
Diu= 5/8"
DETAIL D
Framed Opening Width
1 3/4
Steel Line
Diu= 5/8" 6.
2 1/2'
1 1/2 14-1 1 1/2' 8 1/4*
Sw
4"
DETAIL E
Diu= 3/4'
4�
I-- K -I ] 3. 1/4'
2' U 2' 8
Sw
See PIqn
DETAIL F
Dia- 5/8'
DETAIL G
Diu= 3/4'
Sw
IF , F
A
UE
DESCRIPTION
Tf
CI(D
DSN
BUCK STEEL INC
6855 LYONS TECHNOLOGY CR SUITE 18,
COCONUT CREEK, FL 33073
3/18
FOR ERECTOR INSTALLATION
LSN
BAM
CHM
5/19
REV. FOR ERECTOR INgALLAFION
IJS
MMH
CHM
8/19
REV. FOR ERECTOR INSTALLATION
US
MMH
CHM
5/19
REV. FOR ERECTOR INSTALLATION
WO
E-I
CHM
PROJECT: JAMES DIAL
CUSTOMER: JAMES DIAL OWNER: JAMES DIAL
LOCATION: FORT PIERCE FIL 34951
CAD
2 DATE 9
/ 8/1
SCALE
� N
PHASE
BUILDINI ID
A
I _FSKUNUMBEIR
J11 INUMIER
16-8-63945
F3
ISTA
3
--H
D—.. �.. b— ��Ad' d��
rE oF
SAME
Large Flani
Ely
_U
oints In Direction
Of Large Range
PURUN
LAP
GENERAL NOTES:
1. INSTALL ALL Pi AND RANGE BRACESLO) AS SHOWN.
2. ROOF PANEL PROVIDES STRUCTURAL STABI TO THE BUILDING.
3. STRUT PURLINIS, IF PROVIDED, MUST BE INSTALLED AND FASTENED
TO ROOF SHEETING PER 'PBR" PANEL ROOF I)E[AJL
4. DO NOT ADD ANY ADDMONAL ROOF OPENINGS WITHOUT BUILDING
MANUFACTURER APPROVAL OR PROFESSIONAL ENGINEER APPROVAL
S. DO NOT STACK SHEET BUNDLES ON ROOF. ONLY RAISE INDIVIDUAL
SHEETS AS NEEDED.
6. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL
SHAVINGS CAUSED BY DRIWNG.
Zee Lap Triangle Punch
(TyIpilcal) I Points In Direction 1 4'±
A 0 Large Flange The large leg of the Zee must be alterni fromtop
to bottom in order to nest the member correctil A
f A 4:E]h I a the Zs' '�sor
A v v triangle has been added to th end of
L the connection holes, that will point to the large leg
of the member.
Large FlairDT, Section A
S-1 3q4 3'-1 31e
ROOF FRAMING PLAN
ISSUE
DATE
DESCRIPTION
A
8/ 3/18
FOR CONSTRUCTION PERMIT
B
2/ 5/19
REV. FOR
CONSTRUCTION PERMIT
C
2/ 8/19
REV. FOR
CONSTRUCTION PERMIT
D
3/15/19
REV. FOR
CONSTRUCTION PERMIT
BUCK STEEL INC
6855 LYONS TECHNOLOGY CR SUITE 18,
COCONUT CREEK, FL 33073
PROJECR
JAMES DAL
�USTOMOR.'
JAMES DIAL
OWNER. JAMES DEAL
LOCATION:
FORT PIERCE, FL 34951
GAD
DATE
'N'TALE
PHASE
BUILDIN
JOB HIMBER
2/ 8/19 1
1
A'
16-B-63945
P-2 I 8X35ZI3
E—I 8ES2114
E-2 8ES21-14
CB-10 1/4' CA]
.—b, h- b— ft�a, 6,�
kIIIIiiiiii I
11167187
SM OF
3121
D
TRIM1O4/DEr4
F52—C
TRIM104/DEF4
(Bi
TRlMl20/DEr4 I �
ITRIM120/DEr4
GENERAL NOTES:
1. INSTALL ALL PURUN AND FLANGE BRACES to) AS SHOWN.
2. ROOF PANEL PROVIDES STRUCTURAL STA91 TO THE BUILDING.
3. STRUT PURUNS, IF PROVIDED, MUST BE INSTALLED AND FASTENED
TO ROOF SHEETING PER 'PBR" PANEL ROOF DETAIL
4. DO NOT ADD ANY ADDITIONAL ROOF OPENINGS WITHOUT BUILDING
MANUFACTURER APPROVAL OR PROFESSIONAL ENGINEER APPROVAL
5. 00 NOT STACK SHEEr BUNDLES ON ROOF. ONLY RASE INDMIDUAL
SHEETS AS NEEDED.
6. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL
SHAVINGS CAUSED 13Y DRIULNG.
ROOF SHEETING PLAN
PANELS: 26 Gouge PBR — Galvalume
DATE DESCRIP11ON
1 3/18 FOR CONSTRUCRON PERMIT
1 5/19 REV. FOR CONSTRUCTION PERMIT
e 8/19 REV. FOR CONSTRUCTION PERMIT
(15/19 REV. FOR CONSTRUCHON PERMIT
�-�O
Panel Start
PBR ROOF SHEETING NOTE:
PIER ROOF PANELS ARE TO BE FIELD CUT IF THE PANELS SUEND
OUTSIDE OF THE ROOF PLANE, PANELS ARE NOT TO BE BACK LAPPED.
S
TRIM1O4/DET4
RIM106/DEr4
TH END WALLS
I
TRIM104/DET4
BUCK STEEL INC
6855 LYONS TECHNOLOGY CR SUITE 18,
COCONUT CREEK, FL 33073
PROJECT..
jMES DAL
'USTOMER:
JAMES DAL
OWNER: JAMES DAL
LMON:
FORT PIERCE, FIL 34951
"A"
PHASE
BUILDING ID
JOB NUMBER
2/ATE19 I
N.T.S.
I
� A
I 16-B-63945
7 NUMBER ISSI
2 D
7�
W67187 "'51
9M OF
2
GIRT
LAPS
TRIM 1 86/DET4
EC-4 Field
4'-4' RF1-1 EC-4
3'-1 3q4 S-1 3le
SIDEWALL FRAMING: FRAME LINE A
F2955—C
F481
GENER& NOTES:
1. INSTALL ALL G[RTS AND FLANGE BRACES A) AS SHOWN.
2. WALL PANEL PROVIDES STRUCTURAL SABI TO THE BUILDING.
3. OTHER THAN FOR WALK DOORS AND WINDOWS SHOWN ON THE
CON"ACT. DO NOT ADD ADDITIONAL WALL OPENINGS WITHOUT
APPROVAL OF BUILDING MANUFACTURER OR PROFESSIONAL ENG
4. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL
SHAVNGS CAUSED BY DRILLING.
F73
TRIM39/DET4 SIDEWALL SHEETING & TRIM: FRAME LINE A
PANELS: 26 Gcuge PER — TED
ISSUE DATE DESCRI]PTION
A 8/ 3/18 FOR CONSTRUCTION PERMIT
B 2/ 5/19 REV. FOR CONSTRUCT10N PERMIT
C 2/ 8/19 REV. FOR CONSTRUCTION PERMIT
D 3/15/19 REV. FOR CONSTRUC11ON PERMIT
4-
1'-0" PANEL LAP
--asd I-sa—
'DET4
BUCK STEEL INC
6855 LYONS TECHNOLOGY CR SUITE 18,
COCONUT CREEK, FL 33073
PROJECT:
JAMES DAL
'USTOMER:
JAMES DAL
OWNER:' MES DIA].
LOCATION:
FORT PIERCE, FL 34951
al
DATE
SCALE
PHASE
1UlU1I11 ID
JIB NUMBER
2/ 8/1
N.T.S.
I I
� A
16—B-63945
�—1
gtS�Eii
24 —
111
E-2
BES21-14
24 — 2.
5—i
G-8
RX35Z13
�2
2
G-9
8X25Z13
28'-1 1 2"
G-10
8X35ZI3
24:-111 1/?'
G-1 I
8X25Z13
28-1 1/2
CB-6
0: �@�E
SHEET NUMBER ISSi
E3 �_n D
D-sag has been 091tally d9laaL
offiti" . I
0 V�wf awl
SM OF
1
jv—u uv�iv—uui ur 31LEL
2
4-
24'-8" 24'-8"
E-1
E-2
C-12
G-13
G-12
G-13
— — — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — — — — — — — —
1 -L H
EC-6 RFI—I EC-1
GIRT S-1 3144
LAPS y—I 3/-4�
SlDEWALL FRAMING: FRAME LINE D
F2955—C
4-
—
— — —
— — —
— — —
— — —
— — —
— — —
— —
— — —
— — —
— — —
— — —
— — —
—
MIME)
— — —
— — —
— —
— — ---
— ---
— —
— — —
— — —
— — —
I
F73
dTRIM39/DEr4
1'-0" PANEL LAP
.GENERAL NOTES:
1. INSTALL ALL GIRTS AND RANGE BRACES AS SHOWN.
2. WALL PANEL PROVIDES STRUCTURAL STABOX) TO THE BUILDING.
3. OTHER THAN FOR WALK DOORS AND WINDOWS SHOWN ON THE
CONTRACT. DO NOT ADD ADDITIONAL WALL OPENINGS MTHOUT
APPROVAL OF BUILDING MANUFACTURER OR PROFESSIONAL ENG
4. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF MEFAL
SHAVINGS CAUSED BY DRILLING.
�;IULWALL �HEEIING & INIM: FRAME LINE U
PANELS: 26 Gouge PBR — TBD
ISSUE
DATE
DESCRIPTION
A
8/ 3/18
FOR 0ONSTRUCflON PERMIT
B
2/ 5/19
REV. FOR CONSTRUCTION PERMIT
C
2/ 8/19
RE�. FOR CONSTRUCTION PERMIT
D
3/15/19
REV FOR CONSTRUCEON PERMIT
----i r--
'DEr4
E-2 I BES21-14
G-12 BX25Z14
G-13 8X25ZI4
CB-8 1X CA
BUCK STEEL INC
6855 LYONS TECHNOLOGY OR SUITE 18,
COCONUT CREEK, FL 33073
PROJECT: JAMES DIAL
'USTOMER. JAMES DIAL
OWNM- JAMES DIAL
LOCATION: FORT PIERCE, R. 34951
CAD
DATE
2/ 8/1
I SCALE
N.T.S.
I PHASE
I
� lUlUlMl ID
A
III NUMBER
16-B-63945
SHEEF NUMB[
E4
�- b— �ftdl,
rE OF
,,��2'
12
Ill
MA-1
I @
111E B6 ER-2
(FIELD)
JB-1
JE-1
1 —2
(FIELD)
P G-3
G-1
G-2
G-5
G-4
>
T
G<-1
G-2j
1�-1
G-5
— —
— — — —
I-j
I 1 3 c E —j
EC-1 EC-2 EC-3 EC-4
1-2'-0' 1 lo'-O' 2.L-_Cj
ENDWALL FRAMING: FRAME LINE 1
GENERAL NOTES:
I . INSTALL ALL GIRTS AND FLANGE BRACES AS SHOWN.
2. WALL PANEL PROVIDES STRUCTURAL STAB191 TO THE BUILDING.
3. OTHER THAN FOR WALK DOORS AND WINDOWS SHOWN ON THE
CONTRACT, DO NOT ADD ADDITIONAL WALL OPENINGS WITHOUT
APPROVAL OF BUILDING MANUFACTURER OR PROFESSIONAL ENG
4. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL
SHAVINGS CAUSED BY DRILUNG.
BEARING FRAME ONLY!
WASHER TO BE USED AT ENDWALL COLUMN TO ENDWALL
RAFTER CONNECTION. USE ONE WASHER ON COLUMN SIDE.
WASHER NOT NEEDED ON CUP SIDE.
i 02S - i�i' i
EC-4
81`25C14
10'-7 7/8.
ER-1
81`35C13
ff�9 1/8
ER-2
BF35C13
12'-g 1/8"
DJ -I
8F35Cl2
lo'-O"
G-1
8X25Z16
4'-0'
0-2
G-3
BY,25Z16
BX35C14
l'-4 1/4"
13'-7 3/4'
G-4
8X25Z16
V-S.
2-
2
G-5
CB-1
8X25Z16
'tk ROD
�r-2"
6'-l"
12 12
F160-C
E=
12
CB-2
A ROD
D
6'-0*
CB-3
Lk ROD
5'-8"
JB-I
8 C12
l'-5 1/2"
f427-;
4 7-R
JB-2
2
1 V-5 1/2"
0
0
FLANGE BRACE TABLE
FRAME LINE 1
v I
I
FB29.3
L2X2Xl 4G
r2-
2
1`36-1
I I
F981
-2X2XI/8-
F481
CONNECTION
PLAT
1 FRAME
LINE 1
EIID MARK PART
1 SC-5
2 SC575
3 PAS
E2
i�
i�
E!
�2
:2
DI
l'—O" PANEL
�3 rTRIM39/DET4 ---I �—
V-O" PANEL LAP
--� I---
ENDWALL SHEETING & TRIM: FRAME LINE 1
PANELS: 26 Gauge PIER - TIED
DAIL
CESCHIPWON
BY
I CK D
I DSN
BUCK STEEL INC
6855 LYONS TECHNOLOGY CR SUITE 18,
COCONUT CREEK, FIL 33073
8/ 3/18
FOR CONSTRUCTION PERMIT
LSN
RAM
CHIT
2/ 5/19
REV. FOR CONSTRUCTION PERMIT
US
MMH
CHM
2/ 8/19
REV. FOR CONSTRUCTION PERMIT
IJS
MMH
CHM
3/15/19
REV. FOR CONSTRUCTION PERMIT
GJO
EH
CHM
PROJECT: JAMES DLN-
CUSTOMER: JAMES DIAL OWNER: JAMES DEAL
LOCATION: FORT PIERCE, FL 34951
C0
IDATE
2/ 8/19
SCALE
1 N.T.S.
IIASE 1
I
11.1111111 11
A
Jll NUMBER
16-B-63945
SHEET NUM BIR
E5
D
SM OF
,,f�12' I - 14-0- 5'-6" 2-t�,, ,��2'
12 Rki—A R41-1 12 12
1 (9) 0 1 1
ER-3 ER-4
B4
MB�-21
(FIELD
xi �9
JB—1
JB—1
JB—
(FIELD)
P G-6
52 11
G-5
G-4
G-7
G-2
XG-7
2
G-5
G-4
G-2
F
3
ffil
I
Q3
2
I E
EC-4
1 3 c I H
EC-3 EC-5 EC-6
1.2'-0" L io'-o' "2- 0"
ENDWALL FRAMING: FRAME LINE 3
BEARING FRAME ONLY].
WASHER TO BE USED AT ENDWALL COLUMN TO ENDWALL
RAFTER CONNECTION. USE ONE WASHER ON COLUMN SIDE.
WASHER NOT NEEDED ON CUP SIDE
F160—C
64
F764
F423—L
F�
�427—R
D
F73
l'—O" PANEL LAP
V—O" PANEL LAP
ENDWALL SHEE71NG & TRIM: FRAME LINE 3
PANELS: 26 Gouge PBR — TBD
TRIM39/DEr4
Jamb/Raf
4 A325 5/8- 1 1/2-
2 A325 1/2' 1 1/4'
F73
l'—O" PANEL LAP
V—O" PANEL LAP
ENDWALL SHEE71NG & TRIM: FRAME LINE 3
PANELS: 26 Gouge PBR — TBD
TRIM39/DEr4
Jamb/Raf
4 A325 5/8- 1 1/2-
2 A325 1/2' 1 1/4'
EC-4
8F25C14
0'-7 718
EC-5
waxio
il:-5 1/2
EC-6
WBxlo
lo'- 1 0 3
ER-3
81735C13
12 -9 iNa
ER-4
8F35CI3
12'-9 IZE
DJ-1
8F35C 2
lo'-o"
G-2
8X25Zl6
1:-4 1/4"
G-4
8X25Z16
1 -8,
2-
G-5
8X25Z16
4'-2'
12
G-5
8X35C14
13'-7 3/4
G-7
BX25Z16
S-9 5/8'
CB-3
DIk ROD
5'-B'
CB-4
2 OLk ROD
1�2
5 4:
CB-5
2- DLA. ROD
5::7
JB-1
BF35C12
l'-5 1/2"
11
.k' h�. � �'W' '�
killilop" I
ISSUEJ
DATE
I DESCRIPTION
BY
C D
DSN
BUCK STEEL INC .0 Sop,
4�
A
B/ 3/18
FOR coNmucnoN PERMIT
LSN
RAM
CHM
GENERAL NOTES:
1. INSTALL ALL GIRTS AND FLANGE BRACES AS SHOWN.
6855 LYONS TECHNOLOGY CR SUITE 18, NM67187
;
COCONUT CREEK, FL 33073
PROJECT: JAMES DAL .0 SMEE OF
B
2/ 5/19
R FOR CINSTRICTIll PERMIT
III
M_
IN
CtHM
C
2/ 8/19
R
S
M
CH�
D
3/15/19
REV. FOR CONSTRUCTION PERMIT
GJO
Ell
CHM
2. WALL PANEL PROVIDES STRUCTURAL STAB116m, TO THE BUILDING.
3. OTHER THAN FOR WALK DOORS AND NNDOWS SHOWN ON THE
CONTRACT. DO NOT ADD ADDITIONAL WALL OPENINGS WITHOUT
APPROVAL OF BUILDING MANUFACTURER OR PROFESSIONAL ENGINEER.
4. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL
SRA'ANGS CAUSED BY DRIU-NG.
CUSTOMER. JAMES DIAL OWNM' JAMES DAL 11-ft
H
LOCATION: FORT PIERCE, FL 34951 ow"dw
PHASE 111U)ING 11 101 IUMIER SHEET NUMBER ISS110; ;WIONAL. I
CAD 2/DA8T/'19 I S"ALE A 16—B-63945 E6 D I **"#if WW
i
SPLICE PLATE
P'
STIFFBER TABLE
Mark
stiff
Mark
plat�
=VidthlhickSlze Length
RFl—1
St— 1
1 2 1/2 1/4' 14-
Cal
NOTED)
F52—C
r_��
Width Thick Length
Depth
1 Web Piate
!Outside Flange
w x Thk x Lenqth
Inside Range
w x Thk x L
rt4tnd
I IIuCk
I Length
6' 1 ;82, l'-4 7/8"
6. 3
V-4 7/8'
U/�4.0
o/ 0.0
U.I�b
0
I IJUX
D X 1/4 X lJb.4
5 x 1/.4' x 22.8
5 x lL4" x 127.8
0 x 1/4 x
5 x 1/4" x
12
8
GENERAL NOTES:
1 . SNUG TIGHT - ALL BOLTED JOINTS WITH A325 TYPE 1 BOLTS ARE SPECIFIED AS
SNUG -TIGHTENED JOINTS IN ACCORDANCE WITH THE SPECIFICATION FOR STRUMRAL
JOINTS USING ASTM A325 OR A490 BOLTS, DECEMBER 31, 2009. PRE -TENSIONING
METHODS, INCLUDING TURN -OF -NUT. CALIBRATED WRENCH, TVAST-OFF-TYPE
TENSION -CONTROL BOLTS OR DIRECT TENSION INDICATOR ARE NOT REQUIRED.
INSTALLATION INSPECTION REQUIREMENTS FOR SNUG TIGHT BOLTS (SPECIFICATION FOR
STRUCTURAL JOINTS SECTION 9.1) IS SUGGESTED.
2. ALL FIELD WELDED CONNECTIONS OF SECONDARY FRAMING SHALL BE BOLTED WITH A325
MACHINE BOLTS
3. INSTALL ALL FLANGE BRACES ON COLUMN AND RAFTER AS SHOWN
FRAME
CROSS
11L11
SECTION: FRAME LINE 2
ISSUE
DATE
DESCRIPTION
A
8/ 3/18
FOR CONSTRUCTION PERMIT
B
2/ 5/19
REV. FOR CONMUCTION PERMIT
C
2/ 8/19
REV. FOR CONSTRUCTION PERMIT
1, 1,
X FOR CONSTRUCTION PERMIT
—I,-
1-1/4-
BUCK STEEL INC
6855 LYONS TECHNOLOGY CR SUlTE 18,
COCONUT CREEK, FL 33073
PROJECT: JAMES D[AL ormm f%c
CUSTOMER: JAMES DIAL OWNER. JAMES DR
LOCATION: FORT PIERCE, R. 34951
CAB I DATE I SCALE I PHASE I BUILDING 11 101 NUMBER SHEET NUMBER 10
2/ 8/19 NJ.S. I A 16-B-63945 E7 I U NAL
1111111
Purlin
(2)1/2"xl 1/4"
---Steel 1-me #17A A325 M. 0 Endwoll
(1) Bolt
rAn a.fer
3�
1 4 c S v V! _
(2) 1/2" x 1 1/4" Endwall Rafter
A325 Bolts Anti —Roll Clip Rafter
3/16" Plate
Rafter
0
Purlin Clip N
RAI — 2" 2' 3/16" Plate of Rafter
D I- A__1_
EW Rafter7—
Puri In
'(W�e
Purlig, Clip
3/16 Plate
-Anti—Roll Clip
3/16" Plate
0
I V2-ClWaSS�'e mn Side
at dre Colu
edre Cal
2C�asSh umn Side
V
at 'p
Flange Brace EW ColunI Endwoll Column
As Required � � 3 \—(�) 1/2' x 1 1/4'
3/16- �3 3/16" 3 \\\—(4) 1/2" x 1 1/4
1/2" x 1 1/4" A325 Bolts ld Formed Rafter Frame Rafter A325 Bolts (Typ. U.N. on A325 Bolts (Typ. U.N. on
(Typ.) (U.N.) Section A Section A Endwall Drawing) Endwall Drawing)
0 SECTION THRU COLD FORMED RAFTER D PURLIN ANTI —ROLL CLIP S ENDWALL COLUMN TO RAFTER HOT ROLLED ENDWALL COLUMN TO RAFTER
EW Girt
Endwall
Rafter EW Column ENDWALL COLUMN
WELDED ENDWALL COLUMN
CLIP
tWELDI
CLIP
I WELDED
PLATE
1/2" x 1 1/4"
A325 BOLTS
<
01
— — — — — — — — — — — — — — —
Column
EndwGII
We�IdEcl Plate EW Girt ENDWALL GIRTS 1�0
ReferTo Endwall Drawing 1/2" x 1 1/4" A325 Bolts 1/2"0 x 1 1/4" A325 BOLTS
For Bolt Dia. And Type (Typ.) (U.N.) ENDWALL GIRT
CORNER COLUMN TO ENDWALL RAFTER CEE ENDWALL COLUMN TO WALL GIRT ENDWALL COLUMN TO WALL GIRT ENDWALL COLUMN TO WALL GIRT
ISSUE DATE DESCRIPTION BY CK'D JDSN
A B/ 3/18 FOR CONSTRUCTION PERMIT LSN RAM CHM BUCK STEEL INC
6 2/ 5/19 REV. FOR CONSTRUCTION PERMIT IJS MMH CHM 6855 LYONS TECHNOLOGY CR SUITE 18, Ift671157
46
C M COCONUT CREEK, FL 33073
C 2/ 8/19 REV. FOR CONSTRUCTION PERMIT JS MMH CHM
D 3/15/19 REV. FOR CONSTRUCTION PERMIT GJO EN CHM PROJECT: JAMES DIAL SM OF
CUSTOMER. JAMES BX OWNER: JAMES CAL
SO
LOGNTION: FORT PIERCE, RL 34951
ILI$
CAD DATE SCALE PHASE 1110ING ID JOB NUMBER SHEET NUMBER
I I I I D D 1111111 fill
WELDE D
P E
1 A325 BOLTS—\ ENDWALL COLUMN
/2-0 X 1 1/4"
ENDWALL GIRT
(3 ENDWALL COLUMN TO WALL GIRT
ENDWALL COLUMN
BASE PLATE
PLAN ELEVATION
@ BASE PLATE FOR ENDWALL COLUMN
1/2" x 1 1/4" A325 Bolts
(Typ-) (U-N-)
0 CORNER COLUMN TO WALL GIRT
Refer To Anchor Bolt
Plan
@ BASE PLATE FOR DOOR JAMB
Door Jamb
*PART I APPLICATION
SC-5 8" Girt Depth
SC-54 10" Girt Depth
— — — — — — E NIDWALL SC-55 12" Girt Depth
LWIELDE[D GIRT
PLATE
CORNER COLUMN
BOLT with
(2) 1/2"0 x 1 1/4"
@ C
EACH GIRT
111'a I 0�—WELDED
L . . . . .
PLATE
0 0
— — — — — — — — — — — — — — —
SIDEWALL GIRT
D6)CORNER COLUMN TO WALL GIRT
-1.
Column
nemF IV N1611VI Dult
Plan
@ BASE PLATE FOR ENDWALL COLUMN
1/2" x 1 1/4" A325 Bolts
(Typ.) (U.N.)
(a ROTATED CORNER COLUMN TO WALL GIRTS
Refer To Endwall Drawing
For Bolt Quantity, DID. & Type
RAFTER SPLICE AT SURFACE CHANGE
Width as
Required
SECTION "A'
DESGKIVIIUN In' IKU U N
FOR CONSTRUCTION PERMIT 4 RAM CHM BUCK STEEL INC
U U'
REV. FOR CONSTRUCTION PERMIT IJS MMH CIRM 6855 LYONS TECHNOLOGY CR SUITE 18, NM67187
MM M
REV. FOR CONSTRUCTION PERMTr US MMH CHU COCONUT CREEK, FL 33073
REV. FOR CONSTRUCTION PERMTr WO EH CHM PROJECT: JAMES DIAL ffrnAtffC me
-9flCUSTOMER. JAMES DIAL Fo—WNER: JAMES DIAL
LOCATION: FORT PIERCE, FL 34951
CAD DATE I SCALE I PME � BUILDING ID JOB NUMBER SHEET NUM I NAL
2/ 8/1 N.T.S. I A 16-8-63945 DET29ER D 11of fit
Eave Strut
Steel Une
Roof Purlin
Flange Grace Clip
1/4" Eave Strut
nut
RF Column Flanwe Brace
(As equired)
Eave Strut
0
Ell
Additional
Flange Brace
---------- -----
Eave Strut
0 a
Required)
— — — — — — — —
— — -----------
(As
Additional l"
=_9 — — — — — — — — — —
SV_ 1
---------- -----------
CIP I
6Fndtalll
Flange Brace
0 0 0
0 (5
(As Required)
Flange Brace
0 a 0 V
EW Rafte J
Rigid Frame
RIF Rafter
Column
Rigid Frame
Wall Girt
L_j
Column
Flange Brace Clip
Rafter
1/2" x 1 1/4" A325 Bolts
1/2" x 1 1/4" A325 Bolts
1/2" x 1 1/4" A325 Bolts
1/2" x 1 1/4" A325 Bolts
(Tyip.) (U.N.)
(Typ-) (U-N-)
(Typ.) (U.N-)
(Typ.) (U.N.)
@ ROOF PURLIN
TO INTERIOR FRAME RAFTER
WALL GIRT TO RIGID FRAME COLUMN
LOW SIDE EAVE STRUT TO COLD FORMED
RAFTER
EAVE STRUT TO
RIGID FRAME
Door Jamb
Steel Line
Girt Girt
Steel Line
Header Girt
Header Girt
ROD
*Column — F or
—0
0
Bracing Pad
(If Req'd)
Hillside
0
Jamb/
L
Washer
1L __Jj
_j
I I Sub Jamb
*%"Jamb/Sub
1 1
Wall Girt
Jamb/Sub
I I
Welded Clip
Jamb Jamb
—4—L
Jamb/
Sub Jamb
Nut
Opening
Similar connection
Opening Width
for Rafter.
Flat
1/2" x 1 1/4" A325 Bolts
Insert Red Through Slot in Web.
Washer
(Typ.) (U-N-)
Then Assemble Hillside Washer,
Flat Washer, and Nut.
WALL GIRT TO
@
DOOR JAMB
Q3 DIA GONAL ROD
L8
Single Cold Form Jamb/
J.� '17
TD
L7
Single Cold Form Jamb/
'17
pa�h
MB_L8
Sub Jamb To Girt
00
MB—L7
Sub Jamb To Header Girt
�9 has bsen d�shaly drs�
I
*'cBA
_,g
-
ISSUE DATE
DESCRIPTION BY CWD DSN
BUCK STEEL INC
A
A 8/ 3/18 FOR CONSTRUCTION PERMIT LSM DAM CHM
B 2/ 5/19 REV. FOR PERMIT US MMH CHM 6855
LYONS TECHNOLOGY CR SUITE 18,
OZ.
CONSTRUCTION
C 2/ 8/19 REV. FOR CONSTRUCTION PERMIT US MMH CHM
COCONUT CREEK, FL 33073
D 3/15/19 REV. FOR CONSTRUCTION PERMIT rio EH CHM PROJECT: JAMES DIAL
iXV
STMATE si.
CUSTOMER. JAMES DIAL
OWNER: JAMES DIAL
�;'M
ss
LOCATION: FORT PIERCE, FL 34951
CAD DATE SCALE
1 1
PKASE I BUILDING ID JOB NUMBER
fSHEEr NUMBER IS
n
#11111
2/ 8/19 N.T.S.
1 A 16-13-63945
DET3
Its.
(6) Stitch Screws
1/4"-14 x 7/8"
a -
Tape Sealer
P
Rigid Frame Column
Lap Tek Die Formed
5 6
HW506
H W 0
F a
Fastener #17A Fastener J4
Fast a r 1 7 A -
tens r
+
R1dTe Cap
. S I 4 - 14
12-14 x 1-1/4 " SO W/WASHER 1�4"-14 x 7/8' LL SO W/WASHER
W W H
D AS ER -
F5
a 1 _a Of
It each pudin a V-O D.C.
at c h P, it
f Panel
Roof Panel
Member
Screws
R a e
Rake Trim
k T'
F764 lh'wr�
Standard F764 (shown
12 -14
x 1 1/4"
Standard Large F41N
rge
La F41 5
4FR
at 5"-7"-5" D.C.
Rake Angle
Rake Angle
N AT
RAI
Fastener #17A or #397
7A or 97
Fastener 17A or 397
/4
t
Wall Panel
12-14 x 1-1/4' SO W/Washer-
ASHER
SIT W ASH
el (PEIC Faunal)
(6) Per Panel (PBC Panel) Puffin
pu fl
5�-7�5� O.C.
(6) Per Panel (PBC Panel)
>
Concrete Fastener
1/4'0 Minimum
S-O O.C. Maximum
R ake Trim
Rake Slide
(Not by Metal Building Mfr.)
0
F215
qubg f �Cjasu X Outside Panel Closure
al��
Rake Trim 0 . uteide nel Closure HW456 (Foam) - PBR
!FQ�wm)
>
HW456 = PBR HW429/HW429A (Metal) PEIR
HW429/HW429A (Metal) = PO R
HW460 at PBU/HW462 at PBC
4
"PBR" Peak Purlins
HW460 at PBUZHW462 at PBC HW465 at AVP/Vislashodow
HW465 at AVP7VIistashadow
/
Roof Panel
If44
...
#4A
Fastener 4'
Formed Base Trim
Fastener 1/4"-14 x 718* SO W/WASHER
Refer To Anchor Bolt
F73
1" Tape Sealant
1/4'-14 x 7/8 SD W/WASHER at 1 -0 D.C.
Plan
HW-506
at l'-O O.C. At Every 41h High Rib
At Every 4th Hi h Rib (PBC Panel Only)
(P V� Altern
landard Fix d For mof a te g �St is' 1 dthV 1'0 a
ANCHOR BOLTS
AT SIDEWALL COLUMNS
"PBR" ROOF FIXED RIDGE DETAIL
roof runs J�T �rej�,�
F. 3
F73 Formed Base
Trim
Without Panel Recess
Rake Detail - PBR Roof
TRIM-39
Trurl-80
Classic Standard and Standard Large Rake Trim - Sheeted Wall TRIM-104
Fastener #3
1/2*
Sea Sheeting
12-14 x 1-1/4" LL SO W/Washer
at 5'-7'-5' D.C.
Layout
Fastener #4
Inside Panel Closure HW455
astener # 1/4'-14 x 7/8' LL
.-1
(2) Runs 1/4' Bead
1-3/4'
with continuous Tape Sealer
NW506 top and bottom
1/4 x 7�18'hf-l- SO W/Washer
11 'o e,
as er (3) Required (Trim Color)
Urau.n. Tub. Saslant
%
End Cap To oof Panel
Eave Trim
1*-0 D.C. max.
F2955
(Trim Color)
q
PER Panel
(3�' sutch sorms
1 4�-14 7/B' �ypj
Fastener #14A
Sidewall Panel
I
Fastener #4A
1 �8'0 x 3/8"
Fulstener 14A
(Vanes, PEIR shown)
1
�1"
1/4"�IWA�l
7//
5 -0' D.C.
1 /Iso 14 x 7 8.
Rat Eave Trim
Pfal B?.
S ar
Fastener J17A or #397
W/Was er
F2955
Rake Trim
Rf. Tron
At Every 4th High Rib
12-14 x 1-1/4" SO W/Washer
at 1 -8 D.C.
(PBC Panel Only)
(6) Per Panel (PBC Panel)
0 0
Without Closure
Steel Line
I- Va I- Min
I' Vil. I' Tun.
Fastener #14
1/8"o X -3/16'
"0&'06n al" Outside Closure
H PER
Field remove 4eadin,
Endwall Panel
(Votes, PBR shown)
V O.C.
-
[a 9 as require
- 4- -
HW429 - PER (see Detail
PBR Panel
Rake Trim
sutch S�nx'
4 7
x
1/4'-14 x 7/8'
With Closure
Fastener #14A
HW460 - PBU
HW462 - PBG
Comer Trim
F830 or F862 Steel Line and
Comer Box End Ca Field Cut legs flush (Extend post Comer Trim 1-1/21
Standard JaMe
at I'-o* O.C.
1/.'o x 3/8'
Flat Eav
Trim F2955
HW465 - AV/Vistaishadow
Panel Rib
Stand r with Comer Trim
F427L (Shown and Roof Panel F764 own) F4150
HW506 Top W.U.
7
11 D.C.
Fastener 14A
1/8" x
Note:
F427R (Opposite losbr u Fastener #14
Peak Box----
-
Rut Roof
Rut R
at 12" D.C.
Standard panel location for 1E,1ar1,cn' End
1�
onels is t panel rib at steel Re r
in far
in ar
re. R Is
j
L�c DS:ta rc�'qtflned
ij.�a far �0 1�8"o x 3/16'
F4152L (Shown) attachment of Eave 2 D.C.
- Rake Algle RAl
Outside Neted
Closure H 129
to erection Drawings for panual location
.1 loce 0
F4152R (Opposite) Trim and Rake Trim to max.
(8) Required
Wall Fraterlar
N
SIM,
and Garner Trim piece mark.
Field Cut side and Horn Wall.
flonge to COnfDM to Wall Wall Panel Closures not
sttch seem -
Outside Panel Chasm
i
Apply Tube Sealant at tabs. shown for clarity.
,/,,-,4r, 7/,,
Delon "X
at each high rfla. Standard Peak Box Detail
Low Eave
Detail
- PBR Roof
Outside Corner Trim PBR Wall Panel
Low Eave Rake Corner - P13R Roo
PH Roof TRIM-106
Flat Eave Trim -
Sheeted Wall TRIM-120
TRIM-186
Standard and Standard Large Rake D-..a �..
I I I it 4 Oil,
dif
ISSUE DATE DESCRIPTION
BY CK'D DIN
BUCK STEEL
INC
A 8/ 3/18 FOR CONSMCTION PERmTr
LSN BAN CHM
B 2/ 5/19 REV. FOR CONSTRUCTION PERMIT
US MMH CHM 6855 LYONS TECHNOLOGY CR SUITE 18,
j
c 2/ 8/19 REV. FOR CONSTRUCTION PERMIT
us MMHI CHM COCONUT CREEK,
FL 33073
D 3/15/19 REV. FOR CONSTRUCTION PERMIT
GJO Ell CHM PROJECT.- JAMES DIAL
STNE OF
CUSTOMER JAMES DIAL
OWNER: JAMES BIC i6sa. -t a A:,%d
Fpmw
LOCATION: FORT PIERCE, R. 34951
CAD DATE PHASE BUILDING ID JOB NUMBER SHEET NUMBER
2 , I
8/1 SCALE I
A 16—B-63945 I D17TA I I I
Top Flange Top Flange
To
D pwPolts — See Rigid Frame Topwpolts — See Rigid Frame
ra ings For Size Dra ings For Size
welb Intermediate Bolts Web Intermediate Bolts
(As Required) (As Required)
See Rigid Frame Drawings For Size See Rigid Frame Drawings For Size
Bottom Bolts — See Rigid Frame Bottom Bolts — See Rigid Frame
Bottom Flange Drawings For Size Bottom Flange Drawings For Size
Extension Beyond Flange Is
Optional, At Top & Bottom.
BOLTS FOR RIGID FRAME RAFTER
AT BUILDING PEAK
Rod Brace
@ Attachment at Flange
Hex N
Flat Washer
Large Flat Washer �
Burr Threads After Final Tighten
3" Rod Brace Clip CL28(
J'O Rod Bruce WR08__
(See Erection Drawings for
Part Mark and Location)
Align Slot With
Rod Brace
BOLTS FOR RIGID FRAME RAFTER
TO COLUMN CONNECTION
Page
PF04102
Date Rev
Mav . 171 02
For Rod Brace That Falls Within the Girt
Web, the Erector is to add a Minimum Size
Slot for the Passage of the Rod Brace.
*Column — WF or
'Cable Cee
Flo—Loc Grip
Bracing Pad
Eyebolt (If Req'd)
-1 Hillside
>$ /_ Washer
SimilGr connection
for Rafter. /Flat
Insert EyeBolt Through Slot in Web. Washer
Then Assemble Hillside Washer, Flat Washer, and Nut.
@ DIAGONAL CABLE, EYEBOLT END
Brace Anchor CL329 or CL331
Slope Washer -
Flat Washer
"c"
Hex oNut
f0 Anchor Ho
Hex Nut
Flat Washer
" 1 4" 1 2"
a
0 DIAGONAL BRACE CLIP TO FLOOR DETAIL
'OR CONSTRUCTION PERMIT
21519
IEV. FOR CONSTRUCTION PERMIT
2/ 8/19
REV. FOR CONSTRUCTION PERMIT
3/15/19
REV. FOR CONSTRUCTION PERMIT
Rod or Cable
Bracing
MEWIF-
IMEnil
BE
_;%Iji
em-
U101-WI,
1,
M
Liner Panel Depth
at Bypass Girts
Rafter
(Cold formed)
Shi 0 Wolde '1P
(2) 1/2" x 1 1/4" F I Wel d e'd CC I p
A325 Bolts (Tylp. U.N. o j m b/Sub Jamb
Endwall Drawing) Col d Form Shown,
ot
—TH Rolled Similar)
JAMB/SUB JAMB TO COLD FORM RAFTER
U)
D
co a)
_Y
Steel Line
BUCK STEEL INC
6855 LYONS TECHNOLOGY CR SUITE 18,
COCONUT CREEK, FIL 33073
PROJECT: JAMES DIAL
CUSTOMER: JAMES ORL
OWNER: JAMES DAL
LOCATOR: FORT PIERC�, FIL 34951
CAB
DATE ]
2/ 8/19
SCALE
N.T.S.
I PME
1
I BUILDING ]a
A
JOB NUMBER
16-13-63945
S Er S
HE NUMBER I is k
�h� �.. �-
SM OF
12" 12"
�2 9 1L2
I -] 1
12-1 P 2 1
�-':�Sheetirgl Direction Detail "A"
All-Roiof Members -Except ks-Noted Below
12" 12 11 19"
At Eave Strut, Panel End Lap, and Peak Purli
7' 5- 7- 5- 7-
2 1/2" 12" 12"
"PBR" Punel
"PBR" Panel
Stitch Screw Tape Seat
1/4-1
At 20" �O C
Detail "A"
Member Scre,
12-14 x 1 1
at 5", 7", 5"
Two Continuous Layers-,
HW507 Tape Seal .
Roof
Panel
Purlin
Section Thru Panel End Laps
Fastener Location for "PBR" Roof Panel
Sfitch Screw
1/4-14 x 7/8"
So, at 20' OX.
12" 12" ::1
"RVPBR" Panel
12"
12"
1 "f
"AVP" Panel
Member Screw
15 - 14 x 1 1'
2-14 x 1 1/4'SD
12" D.C. at Each Member
Extended Leg
*PR4' Panel
Sheeting Direciian -
IN) = At Bose, Rake, Eave, and
Roof Panel
TRIM-175
7n- 1 5"' 7- 5�- 7-
2 1/2" 12-- 12'"-
"PRU" Ponel
Standard Grade
Descriiption
Fastener
Number
Application
1/4"-14 x 7/8"
4A
Stitch & Trim Screw
12-14 x 1 1/4"
17A
Member Screw
12-14 x 1 1/2"
17B
Member Screw
12-14 x 2"
28
Member Screw
Long Life
p ion
Descri . t'
Fastener
Number
Application
1/4"-14 x 7/8"
4
Stitch & Trim Screw
12-14 x 1 1/4"
3
Member Screw
12-14 x 1 1/2"
3A
Member Screw
12-14 x 2"
58
Member Screw
�BeaHng Leg .
7—Stitch Screw
1/4-14 x 7/8'
Sheeting Direction SD, at 20" O.C.
Mid Span End Laps 6- 1 6- 1 6" 1 6- 6- 6"
3 = At Intermediate M .... her, 12- .1 12- 12" 3
and at Optional Liner Panel "RVPBU" Ponel
Fastener Location for Panel At Wall
11 n$o
Standard details Coll
1 1/4" fasteners as
member screws by
default.
1 1 /4". 1 1 /2", or 2"
depending on insulation,
application, or
customer request.
Self —Drilling Screw Applicatio
SCRWI
2'-8"
Fastener #397
/'12-14 x 1-1/4" SD
W/Washer I
---------- 1=
PBC Fastener Location At Panel Ends
2'-8"
Fastener #397
/- 12-14 x 1-1/4" SD
W/Washer
PBC Fastener Location At Intermediate Supports
Fastener #4A
1/4"-14/X
SD W Wo�
OC
At 1'-8" O.C.
I
PQQ Panel Sidelop
TRIV-174
DATE
DESCRIPTION
BY
I CWD
I DSN
;V, '*
BUCK STEEL INC su ;'It -
. t4P
6855 LYONS TECHNOLOGY CR SUITE 18, :0
COCONUT CREEK, Fl- 33073
8/ 3/18
FOR CONSTRUCTION PERMIT
LSN
BAM
CHM
2/ 5/19
REV. FOR CONSURUCTION PERmrr
US
MMH
CHM
2/ 8/19
REV. FOR CONSTRUCTION PERMIT
US
MMH
CHM
3/15/19
REV. FOR CONSTRUCTION PERMIT
Gjo
EH
CHM
PROJECT: JAMES DAL
SM OF
CUSTOMER: JAMES DIAL OWNER: JAMES DIAL f W-1
LOCKFION: FORT PIERCE, F. 34951
PHASE BUILDING to JOB NUMBER SHEET NUMBER I
1 0�910NAL'V
CAD 2 DATE Il � I DET6
8/1 SICTALSE I A 16-B-63945 So "111111 11WI
DBCl Roll Up Door - Series 2500 Thru 5250 - Non Drive Side
AGO0824
DBCJ Roll
Up Door - Series 1900 Thru 5250 - Drive Side
Page
AC00825
FP11300830
Welded Clip Endwall End Bay
rCF01112
Large
Mounting Plate / Mounting Bracket
Large Mounting Plate / Mounting Bracket
DBCI Roll Up Door - Electric Motor Attachment
virith Nested Zee Girt
Dole Re,
Date Rew
Dole -
. IR
I'Sep'131 01
Jamb Attaches to
Gee Girt I Header With Sub Jambs Above Header
May 171 00
Jamb Attaches
to Gee Girt / Header With Sub Jambes Above Header
May'17 oo
M y
May 17 00
non
M ting Bracket
(se. Large Mounfing
E
T
Se. Dection Drawings t
Sed anstlern Dra.bgs
� swes lease-
Mounting Brcelot
This Drawing 1. far General
Inforreation. Rotor to DBCI
Be
�Rto, for Location Based
far Sub Jones
Correction 2r
for Sub Jand, Connootion
(S. Large Mounting
Drive Aye
Installation Instruallon
Ii. column
Conn., Col.nnni
sanse'
'3'
on Door Sarf.')
Plate for Locallon Based
far Additional Details.
Sub Jand,
Jand,
Sao Jandh I
Sub Jonal,
a Door Sen.)
t I
1.
Large Modelling 2-
Large Mounting
Sub le b 27
Door Drum
Row
Made
5j'
Girt
MAN GIR�T�,
11
L led (2) A-0
Feld tocatod (2) J70
2Z
Meld Versfy
HField
oles na-Inside Few I
Holes to Ineld. F. "
— f-
NMMD GRT
of Sub Jand, and Attach
of Jarat, and
Mounting Hot. to Sub Joint
741�T
Maurftn' Plot. IAH-p
S h
—.itF-(2)-rOzl6-x Ir-
(2)
an
carnage BoltslNuts
Ir Carriage Baft./N.t.
.9
a Wsaherd; Morena
nd 9-,
and Wash we
Mourtin g
Druefed Hole
A Braskat Rol
A Loostleas
'A'
in leau. an
o'
Jones
Wall Mourbal
othis Motor Aftelan to
I
5
PA6 with Pabonar by D3C1
one GirlRea,
Red L.I.
Meld Losal:
Attach to
Clk) He. Attasa to
Door,la b
in
P ago Holes
Bob Jands
J.ed,
Coo Girt/Header
Opening Width es Not Used
joe'lls Mot Dead! -
PA6 3' . 3 . 14 Be
Lorge Mounting
- Non Driwo See
Plate/Bracket Elevation Sodeas 25M
Large
Not Used-
A Elev t*
Owing WIdtli
jok Girt
AnRe. By Metal Building
M.n.f.,turee. Field Least%
-
out and Noloin and Attach to
—u
Well Be 10� (2) Footwear
Atteadl Mounting
Does!
Afta.h Mourifin, Dfl� Side-
" 'n was"
lnsfide El.yntlan
#17A 12-14 x lr SO
Bracket to
Not Ueod
Bracket to Sarlas 1900 U50
Brain, 'a
W/Wh.r at E.ah and
Mounting plot. WD'
Sub Janis
Large Mounting Plate
Sub Jarnis
Mounting Me
Mounting Rate Wilb
'_'6 x ",
r,_16 11. Dri,ai Sid.-
. 14-
Bolt/Washis-/Loof, Senes 250C) - 525D
B.H/Washer,
Op.lrg Width
lo�
BaRtAO-16
Washer and Nut
(Non Drive Side)
Washer end Nut Large Mounting Plate
Find Verily
Wet Pand
(Dri1w Side)
Wall Pon.[
Ir-
Notes
1. Drawing is to be Us,n! in conjunction
Notes,
Win D110 Installation Manuel.
1. Drawing Is to be Used In low)incCion
Mounting Brooked
He' d Trion I Mourifirg Plot.. Mounting Bracket and
Head Trial
Mounting Brasket Mth DBO Installation Maras.
n
HE
Attauslonent B.Ift% auto and Wisohnor
PraVded by DBCI.
Z Mounting Rude. Mounting Brealat and
Attaudirreart Blt% auto and Washer
It Proy1ded by DBU
0
ta.
Mounting 11:te
3.11on Drhe Side can be an no Left or
I
Mounting Pl.be
Door D..
A
Con Girt/Header
er
Right Sub Jamb.
L--Jj
a, L-
-J 3. Drf. Side son be on the Left or
one Gh/Headv Right Bob Jamb�
r
Joad,
4. Drowing Shows the Non Drive Side of
I the Door an to Left Sub Jarrb Viewed
J.b Drawing a.. Un. DrI. Side I Me
L
Well Mounted
Jection A
Front Rio re7da.
Door on the Right Sub darrb Viewed Froan
Section A the beid..
Section 'A"
— — — — —
secer, Mot"
SEE MECTION DRAWINGS FOR GIRT ELEVATIONS
.no h.. e-n Mus,
01II1111filjot,
C B-ATO
ISSUE DATE DESCRIP11ON
BY CK'D
DSN
BUCK STEEL INC
A B/ 3/18 FOR CONSTRUCTION PERMIT
LSN DAM
CHM
.11
a 2/ 5/19 REV. FOR PERMIT
IJS MMH
CHM
6855 LYONS TECHNOLOGY CR SUITE 18, z
67197 w.
CONSTRUCTION
C 2/ 8/19 REV. FOR CONSTRUCTION PERMIT
lJS MMH
CHM
It
COCONUT CREEK, FL 33073
z
ni�
D 3/15/19 REV. FOR CONSTRUCTION PERMIT
GJO Eli
CHM PROJECT: JAMES MAL
7= -0
en
w,
SM OF
CU90MER: JAMES DAL
OWNER: JAMES MAL
"q
LOCATION: FORT PIERCE, Fl.
34951
CAD DATE
E G ID JOB NUN SHEET NUM Is
BUILDAIN
SCALE PHAS BER
N11111
ONAL,
2 B/I 9
1 N.T.S. I I DEUBER
16-13-63945 D
I IP
PBR Wall Panel - Three Sided Framed Opening 0
Trim Installation with Field Notch Panel at Head Trim Sep'V
--I
W2t& TrInn Installetlon can be done by Reid Notch Penal .. he. on PW070ZZ & PAW023
OR with Hold Notch and Bond Tub. at Head Trim as ei on PM7024 & PM7025.
Opering Math L6* (tV Lap when rec,'d)
3. Van
Hand Trim F481
See
PWO7030
Net, -
a
Far '0,Uand'
Fastener #14A Pop Rlhat I
Marnal Closer. Trim
V-8 C.Q at 2od Farm
PM7028
OR
Fosterer #16
12-24 x 11* M Pancake DPS W/O Wcsha�
at V-8 O.C. at Hot Reled
Bond of HVS4- Tube C..lkh,
2- Lop
from Header to near (see section)
with (2)
F.pterers 114
J' . J* Pop Rival,
Jamb TrIm FR12 Jamb Trim FV52
Tp at Head &
Aftern.t. F� kiternate F�
Jamb Tom when
See
mg.Imd. Hold notch
as re,ined.
PM7029
R.T.h Fluor Line
'a 'a Net,- nod res.sum Oper1n, Widub
.nk
!EB' bI . two and Hog1t before making sold cuts
iwo! , end d at cut dimensions accordingly
PBR Wall Panel - Three Sided Framed Opening . Pw0i
Field Notch Panel at Head Trim Sep'14
Installation can be done by Held Notch Panel as shown an P=7022 & PM7023
Had Notch and Bend Too. at Head THm as shown on PM7024 & PM7025.
Opening Mcith + 6' (+2' Lop wi,en ron'd)
Head Trim F481
'On' 2- Lap 1. (2) Fasteners #14 E06 "aw
J7 x jr Pop Rtwut and HA54-
i2culkIn,
Opening Width 3* Opening Muth Rod notch Penal
I T I at Head Trim
Head Tri F48I
in
151,
Sea PM7027
Jamb Trim
c
fed cut dat.n
Jamb Trim F482
or Alternate F484
Fastener 4A J� x Ir Pop
if
Reid cut Pune
INw,t at 0 O.C. at Cold Form
OR
Fastener #16
12-24 x 1j' 0 Pcm.alc. DP5
W/o Washer at V-8 C.C.
at Hot Roled
Hain- Panel positron Is shown with
Pend me —d Opening an V-0 rn.dul..
Notc� AD true Is to b
Leactrar, of fire may wry depending on
Installed MFO� blanket
the OpenIng Nuth and location. Fled
Insulation Is applied to walls
me.., War. cut "i, Panel and To.
STANDARD FRAMED OPENING DETAILS (PBR WALL PANEL)
PBR Wall Panel - Three Sided Framed Opening 'PW07(
Trim Installation with Field Notch and Bend Tabs at Head Trim Sep'141
Tom I..'. let[. .. be does by Field Notch Panel a, shown an PM7022 & PM7023
Notch and Bend Tabs at Tom a. 7.� , P
F�M I Red Head shown an PM M7025.
Reid Cut Opening Vidth i- 6' (+2' I -a, when re,'do
and Rwrnow� .In. Muth + 3'
Sea M7M
S
P=702
o
Head Trem FMI
Sea
Red Notch and Bond
PM7=
1j' Tub behind Jamb
Trion. Attach with
Fe.tener #14 J' . a-
' 'a
Fastener #I" Pop Ri.t
Pop Rhet. See
PM7025 far enter..
at 1'-8 O.Q at Wd Farm
M
Fastener #16
12-24 x 1j' Pancake W DP5
W/o washa� at V-8 0.11
2;
t Hot Rdl.d
sond of HWS4- Tube Oaulkhn�'�
to
from Header to Fear (..a sectl.r)
1
! '
�— Jamb Trim FQ2 Jerre Trim FQ2
2' L, with (2)
Fasteners #14
,a
or Altern.t. F� or Alternate FQ4
x A' Pop Riwet
Ty, at Head &
Jamb Trim where
re,ulned. Fled notch
So
as recuilred.
0
P
Note -
Far 'Optional'
Channel Cl ... To Trim
can PM7028
Finish Hear I.M.
N! CONSTRUCT10N PERMIT
8 2/ 9 REV. FOR CONSTRUCTION PERMIT
C 2/ 8/19 REV. FOR CONSTRUCTION PERMIT
D 3/15/19 REV. FOR CONSTRUCTION PERMIT
I I ��jll measure Opening Vidtl
t " t , fore making field cuts
—Us. and d)u�t cut dimensions econfinft
PBR Wall Panel - Three Sided Framed Opening I'PW07025
Field Notch and Bend Tabs at Head Trim 1�6'141'03
In Ion can be done by Field Notch Penal as shown an PK7022 & PM7023
Tr� I
F��M Ith olo,"Idd 'tatch end Bend Tabs at Head Trim as shown on PM7024 & PM7025.
Oporto, WdUh + 6' (+2" I-ap Mhon r"'d)
M
-Omni.g McKie + r
*Notc Fled measure
an g Width and
cut Head, Trim to
rec.1red n,th.
Kipenlog uAdsh
RammiReld
nd.r and
ftnn.�.
Head TrI
Front Vee
I v
2' (2) �d �fikm
Se. End Cut Dotal
A" . jr Pop RIM and H�-
Caulking
opar�q Width
15
Do n t cu
0�eg
F-Nota As trim Is to a
1.m 00" a
Installed 8MRE blur at
70
Ez
resolution Pfiwd`r . sale
L
0111�'
Tub
'-d I
8d.wn t degrees
_
Panel 'oflan Is shown with
I M
111, and Opening an V-0 module.
9
tt'
f Rib may w depending an
Reid Cut
irg i1fidth ocatlon. Rod
and
I
and Ram
efere and are! Trim
End Cut Dotal
(Viewed fircen top of Head Trim)
Held Notch and Bend lj� Tub
behind Jamb Trim. Attach with
Fastener J14 Pop Mint
Head TO. F48I J
See PM7027 For Jamb
TrIm field cut cartel
Jamb Trim FfS2 or Alternate F484
Fastener 14A i* x ir Pop Ifivet at
O.C. at Wd Farm
Fastener #16
12-24 x W Pancake M IDPS W/O Woober
BUCK STEEL INC
6855 LYONS TECHNOLOGY CR SUITE 18,
COCONUT CREEK, I'L 33073
PROJECR
JAMES DLAI.
CUSTOMER:
JAMES OX
OWNER: JAMES DIAL
LOCATION:
FORT PIERCE, FL 34951
CAO
11ME
11
JOE 1111IR
I 2/'ABTE19
3 nS
I
[1UIU11N1
A
16—B-63945
D
11 061,11,
Rod cut pand
., h.. ban &,., 1,w].
SM OF
P8R. Wall Panel - Three Sided Framed Opening
W07028
PBR Wall Final - Three Sided Framed Opening
�PWO7027
PBR Wall Panel - Three Sided Framed Opening
1�*FIW07029
PBR Wall Panel - Three Sided Framed Opening
F.WO7030
'Optional" Channel Closure Trim
Mar'151`03
Jamb Trim Field Cut Details
7ov-17 '02
Jamb Trim Installation
Head Trim Installation
Opening Width + 7- (+2- Lop when rN'd)
41'
4j"
V31-1
Opening Mcita
.31*
1
1
1
Fachan.r fI4A
A.
�' 47
14
J70 f J� Pop lh�t SS
At 1 _8 O.C. At Cold Formed Members
Alternate Jamb TrInn 1`484
Jamb Trim 17�182
jamb
PBR Panel
Ol'
Fastener IN6
Clused Closure Trinn
Fa
Top View
Fastener #14A J' x r Pop Rfoet
(Cold Farm an..
F.steraer #17A
12-24 x 11" Pancake SD
'a .. 01
4j'
of V—V O.C. at Cold Fama
Hot Rolled similar)
12-14 x 1r 0 W/ shc�
to
UPS W/O Wodner At V-8" O+C. At
T
OR
At S' — 7' — O.C.
Hot paled Members
Mostan?, t14A r x jr Pop Ri�t
3J7
-- Fastener #16
12-24 . fir Pancake W CPS
Cptl.flcl�
Chmnel Closure Trish
At Cold ran Members
Hadder
(Cold Form Sh.
at 1 —8 O.C. at Cold Farm
o
Field Cut ad
Rem.
W/O Washer at V-8- O.Q
Hot Rolled
San PWD7028 far doing.
Fastener J67
Hot Ballad Similar
OR
at
12-24 Ir ED DP5 W/Washer
Fastener #16
12-24 x 1j" Pancake ED DP5
W/O Washer at V-8 OX.
Hot Roffed
Double Sided Top a
(Not by BdPg Mfg)
Blanket froultimi
4- Berad of HW54— Tube Caulking
At 5* — 7' — 5w O.C.
At Hot Roded Members
Head Twin
at
Z. Up I, at
(He.der to Fluor)
FQI
Channel Closure Tram
Head & Jamb eInqm
Channel Closure Trim
require& Reld cut
to ar,th if req'd
E
and n.tch.
S�
5
(2) Fasteners #14
P .29
F
N pop "Wet
Ill.
PER Won Panel
Fh,Id Cut Wall Pon.]
51da wall
at top
'O'fil Channel
Finish M... Una
73
2' Up
ugligTerminate BImket lasulatica
at Jamb Trmp
+
Clara Trh
See 407028 Far Details.
l' Field tend tab d. 90 degree.
1j'.
when required.
Field cut ad ..tal�
req.Jr.d.
Field flatten TrIna leg ench reuired
u,
2j- Mold out and s-.—
a
0
Jamb Teim F482 (sumuh)
or
Cirmhol C1,E!ft Piece M,rik
or Alternate learb Trim F�
Chchrel F981 Bm Member I F2993 — IOj' Member
M
Closure Trim F2,94 8r bar I F169 — 12' Member
2 IT Member I F2995 — i2r Member
0
33jw Held cut and rem� Nots,. Ah urkn I
Installed BEFORE himb;t
Finish Fear Un.
Finish noor
insulation I. applied to sale.
On..n.1 Closure Trinn ad: Jamb.
Alternate Jamb
Note, Field measure Opening Math
R... Line
Trim F,184 Profile
and Haight before ..kIn, A— --
and adjust cut dirronsIons oacardfingly
Jamb Trim F482
and
Note- Panel position I. h.. With
Ngja� Me hmtark� 1.9 of Me Cl,.nnal ao5g
I Nflte,. Meld measure Opening Haight
bed W held cuts and adjust
Alternate Jamb Trim
Front Ms.
F484
Notc All th-he Is to be
to chat Opening a 1'-0 module.
Location of RI may � depmdfng on
SL
Eod Cut Detail Trim I. to be oriented (±1/8') to match
rn�b
a. accordingly.
Right Jamb T-firl .. sho.
Installed BEFORE blanket
insulation is applied to walls,
the Openhug Want, and location. Field
measure before oulting Panel end Trim
Interior hug of the Head., or J.-Lb
Left Jamb Trim opposite
hand
lhae� 1—n dhil., we—l.
IiijA111116jej .
% # 4
-.1b," C BA7'CZ*..-
ISSUE DATE
DESCRIPUON
BY CK'D DSN
BUCK
STEEL INC
A 8/ 3118
FOR CONSTRUCTION PERmrr
1-SN BAM CHM
B 2/ 5/19
REV. FOR CONSTRUCTION PERMIT
US MMH CHM
6855 LYONS TECHNOLOGY CR SUITE 18,
STANDARD FRAMED OPENING DETAILS (PBR WALL PANEL)
.0 2/ 8/19
REV. FOR CONSTRUCTION PERMIT
US MMH CHM
COCONUT
CREEK, FL 33073
D 3/15/19
REV. FOR CONSTRUCTION PERMIT
WO Ell CHM PROJECT:
JAMES DR
SM
CONT.
. .:
CUSTOMER: JAMES DIAL
OWNER: JAMES DIAL
. . . . . . .
LOCATION:
FORT PIERCE, FIL 34951
CAD
DATE SCALE PHASE
BUILDING ID JOB NUMBER
Net,
SHEET NUMBER ISSO; N %.
2/ 8/1 N
� A 16-8-63945
DET9 D If III I —
of,
PBR Wall Panel -Walk Dmr& Glass-Fix,ftWalk Door 09= PBRWWI Panel -Walk Domr& Glw� Fmntw.lk Door PlAmIlln PBR 11 Panel -Walk Door & GI.m+RRHtW.IkDoo' MOWN PBRWall Panel -Walk Dom,& GI.F.HtW.tk Door moklo2lS PBR Wall Panel - Walk Door & Glad�=,�alk Door NUT
Tit. In.tallaton Win, Field Notch Panel at Head TAT Hation with Field Notch and Bond �'. a Head one '17 Mot
lo Trion lameR .14 lot Field No" med Bond Taira .1 Head THM
May 14 1 1 Field Notch Panel at Head Tran Q M.� D. 11 on Jamb True Field Cut No�
b0W!Z!i flaft lb.tyallon con W done by Roud Horeb PeR6 Q3 A. . MMTU & pecIrm _T�Flp U- —.d-. by nall N— Parel - sh— on PRO
mm n
,,eu M won Red Notch end Bond Tres M Head Ift 09 MWWR On -- locanyo- d on Hood THm .. snoen - AMIXIND&F X022
lisdib TOm h.t.R.U. — e done by cod N.ton Pord no sh on Bond Toin on Hscf Tft no An- on N0912+ & 4 F
M wnc rHd Noten end Send Tore cd Hood nm cup M.—. I" ro.,=. FH�T.T Itht'd".2-1.'end be done by flAd Notelb Pone! as 00" w MRSon In 110..,. :dbo
.d To.
0— wen I. V-s fe, so. �R. boor� .. + at (+ V_. ne, once, SkeJW
Doer ad. + r (+ �s no ,, -do-H.)
e
Ej e— WdR, + 31. (+ 1�. ..en ardn.) it 17 it D. Rbfth 3t (+ V-6 for .�cn ..1.) none d0n + r (+ V-15 Tur no. r) k.
See fn�on Ji don.t. JoneI, J. 1, 1.1
pon. me - see MOOMS
fee In, In
MRI
T+ IT" kd� + L b 41'
f. ono sentt.) IT
at ..or d. t .0 an
R.t. C+ 1prR."T. o I+ V-6 fe, neen ade,W r From V-
Hood Tkn F481 I'led no. ponel fled No. end
0� MUIR ot Hood Tft Bond I See End Xt only
bemed Q.b
(+ 1�6 by,,,ce, sen-ae) yen r R.Ik bee,
I... - — - - it none, Rod.
or MrRyR2 PeRR9032 ninu Attee,
omp Fee.. be. 1, b'10.r. r G.—Front Door
Fare— r. t F"Ien, I� t UA. co.l.bon 1. pored! to
Pon Rl�t of 20. ec. R. . w- o.. . boor Too
d*I1I`7
I p"o" in
de V-0 Module
�0. of In, re., 1 1111
be Dno� WdRt end leenCon- Hod
Is Rod Rernt
t Read of HY64- Tube CouRden, Rw5`I_ Tube C= nd
o—e Heeder to re- (_ seetton) Head eft F01 b,orn Header to ffor 0— re.e.. b.ft,no M rn
End W Won P-0 alb
Me TV t Rend 0 (vneod enc, to, of Need Toun) lle� Iee I end T.
�b Tire F� for Joreb �Rnb Tft My �Ib Tbn F02 I
er deannal lr� or OpHon. F Rod out or Rld It Doon� Wenn +
or onceed F. or 0p.. F.
I+ 1--s for ond, o
JE11
Jere, Trkn F� f+ It
I -a- `R`R`__.)
Red Noteh -d Bond It Tol
�b T.
Ree—of F.
pb090" I
or 1.9.3 er MR9031 ..d _b R,
. i x& a.
"Rao" FnAnow 114 t x At. 4= m
Md I P..
Foortefor
P. ec -I. noor Jr.
`"T=fiXd out d
Door AfRe I+ 1�. for unu Hood T. 1.1 -r
-A (+ I. -a for on. Sd�.) V�Jknnb
+ yr (+ v-b bor been Pon Pon. 1. oner M. + �r (+ V-6 lor nce F.
per.
or Wd% Red M Rin He Door tjojdc� oll bkm In Ing be b= —ul—In 111 . ...... EMA
Net, d 0. ton 1. �Wb. Hen .1 Rb re., cepen nant V.-
t' on n5 _ 0— Wdffi Red t t7b Tft
"I One` ".0 Sbo Rd cuts -d on Dze,r offift ced oca.. d 1015RE bl.. n' b=dInne R.Red end Fc Rod nek Forel le9l, - etat b Tim Ron to 11 L= oL "no A en
.�n`
br— V=1 bd on
. Red. edp.l -1 d.... en.e.. before cumn� P. Zd T. busedialmn us cooned to RRO& IM, "eP THnf & at Ir below MIA noo� nede, need
L.M.-ZI—P
PBR Wall Panel - Knock Donam DoorJamb Tnrn Installation PBR Wall Panel - Knock Droart Walk Door Due R'
J -19 0 Head Tarn Inuclaimbon NIR, .15 02
Rok DoOr b I I
ned �Id, Rt . end �_ Iied-
(Allmon Ith I - Fosterer 13M 12-14 x C
Pennon, M W/O Roofer . Ecoh Rember)
Ikethan. Tube Sedom HRH4_
r. Bead To Roor
Fafter. FU
E. . r Pop Rivat SS
At 1--r O.Q.
come Sched To,e
(Rd a, Metal Buldn' Ufl
lyno�et Insulation
MIR " Penn
Torninc, Robot.
Insoleden At Jamb Tft
Afternat. jarl, hini
Rod H
Pend As Reulrul
Don, Rifth
lit L
zm al :;u-
AT Tft In To Be SUIRE Rodent
,eeounn of
On Door %IdpZD= ===d "
axctlnf� ocabon. Race To Znwton No b I
For Pord! �1. Tne! Wound, Beforo outdo,
Paral And Tire.
MR Wer Pond ,
Fencener 117A
12-14 x r se'vPnee,
12-14
T. F'RH Doo� Hecder
(�.. rn.y �)
/,nnuh How Un.
I
agjb� .1 ba . to be
..d BEFORE blanket
rRuIncen fe W. no RRIR�
I STANDARD WALK DOOR (KNOCK DOWN) WITH PBR WALL PANELS I
0 a b g hoo been ogRefly ognou�
kill I
DATE
DESCRIPTION
BY
CK'D
DSN
BUCK STEEL INC
6855 LYONS TECHNOLOGY CR SUITE 18,
COCONUT CREEK, FL 33073
73/18
FOR CONSTRUCTION PERMIT
I.SN
RAM
CHM
1 5/19
REV. FOR CONSTRUCIRON PERMIT
IJS
MMH
CHM
1 8/19
REV. FOR CONSTRUCTION PERMIT
US
MMH
CHM
/15/19
REV. FOR CONSTRUCTION PERMIT
GJO
EH
CHM
PROJECT: JAMES DIAL .00.
SM OF Re
CUSTOMER: JAMES TIM OWNER: JAMES DX
IJOCAnON: FORT PIERCE FL M951 ..4!
Rep
C11
IDATE
2/ 8/1
1CA11
N.T.S.
PILASE
1111.11NI ID
III NUMBER
16-B-6394!
r810NAL
I *44l I 11111il,
A
B
6
Jarob Ut ... 1.
RA
Fell Notch And
Attach -To ads And
ft. Ideirber Wit
(1) Facleser JIM
12-14 x Ip So
Wall
mc
Percale W/o ftsher
(4) Fostoria, #lM
12-
SO
12-14 . V Pareek.
SO W/O Wmhv At Gda,
C D
Field
Gle
Not
Wd
odd Got
TO
arto At Door
operIng
so"
Bace VA
(if speciffed)
(Door Width +2'-Or)
— — — — — — — — — — —
Be,
'1�r
Door With = S-0% 4-V. 6'-V
8.
11
Door Elevation
Fosterer IHM
'2-' 4 A 1 * poradn'
12-14 A 1* Pah.d,.
Dea, Frome jand,
W W/o W"her
W W/O Washer
art
(6) PO Mile) (4) AwO x r Ja
(�6) pto Mile)
YeA Ocar c1q,
Header Bo
sheatIrg Any- T Long (Pron1d
M'e 5' Long
ftM,
Red Out Fr. RAI Door M..ft
d Fr— RAI
Fashion' "M
b atercs. 12-14 . I' pansaidne
SO W/o washer
(2 At Each Slihi
sting Angle Of 0. J.rob)
Isrnb
X/� Isrnb 0. Franc Hand
Door all, Fosterer JIM
1�14 . I' parocliv
I.,
a, W/o washer
�11, Rilwoz.r —,..
-Door
(1) At ftch Gh)
10 121' Door Frare.
Old
Fosterer fla RA!
14 . I' Panceds, Fold Notch At Walk
Door alp
<
N/0 Washer At ads
91
Ing Angle 5* L-ang
act Fro. RAI
art
ad
(2) Door �b Estenoinn, Are Rcql For 9
Kna� D. Deare.
Wend Gear Jard, Edendon To The 7-6' art
8� And Allies To 11n. Wes Of Be ad With
(4) Fant"ner #12A. Aftesch Door I,nrdi Externsworf
channel TO Dw lurnt, Wth (6) Factimer #1M.
For Gift Elevations Mon 7`-60 Refer To AM51M
For Door Jarn], Werelon Rs,ukarn,rt.
Not.
If M Has A 3F Flange, red Notch
Note
Jarnb Warden ancancid To an. art
Up. Do Not Notaln ad W.
s FaTd Notch
Door Up If Raphael
�ecmr Stdoo RoArfori Walk Door Clip To Jamb Isometric Door Jamb Extension Isometric
b SL
t art art
pealfled)
(2) Ed Bills
ad
rD '.a
co'
Hand
Section A Section 8
Fastener JIM
12-14 . I' Parcalke
SO W/o washer
(10 RNO
Jarob Wandon
M582 Far 8r Door I..
HW9876 Fv IOJ* D. Froones
KM877 For 12J7 Door Frarnes
ry, Mao, Hades ro Andor ade
Walk Dear aip
Walk Doar� W,
-ve
(Not By Metal BuMm, Mf,) (Not By Motal addling Mfr.)
mg -9
21' 2r
.
Jorris
Sh..Iinq Mgt.
Me"'e" "
i;1
ro Bcs Arihora 1-0 B Anch
—1 - I a.
(2) J'O B It
Faishener JIM
or
Fachror FM
"M
5� Long Field
5' Lon, F "d
fin B
(Not By
Cut Froon RAI
12-14 . I' Parcels.
12-14. 1' PaincaIs.
p a nec"a
U, Train RA,
Got From RAI
MonufacturerfisugOng
"t
"t
0 W/o Waslear
0 Water
SO W/O W.shor
1/
Manuract 0
man.facturfer) W.factorh) 0
OZ At �dh Slide
CZ At Each
0
Of Door �b)
Of Goor Jandi)
A�L I Z
0. larnt, Dour Jo,rb Icrnb
Jando
Jando
0. F-croc
� �6
Door Procne
cor ram
IL(Monukyl
Jorta
0-1
0
Steel the
4S&
04—
Shent7ng
Notch
t
(if Rcq*ad)
1.
41 r
12-1 1 s
( ) A 1)
D. Wiftso
9
Door Rath
4'
Th. Adecyacy Of IT. ris Base Anchor 1. Hot Th. Resslimnellit, Of Ths NOding Manduhher.
The Adesoncy Of Th. Be,. Motors Should Be Delennninind By A Q.6ficel Faced.b. lEngincer.
12-14 x I' limsoc.
Section
C
Verify Door Jarob Be. ai, Dins,indar. WVf Part.. Sla. Prior To Ple,seent Of Dcar Anch.
SO W/o Wadver
(1) At Eacaff Grt)
Section D
And Adpd Patterso It Needed.
NAec12j' Frournes May Net He. Ke 0. Fracco. Feet.. OVeoding On Door Minutest..,
ISSUE
DATE
DESCRIPTION
BY
CWD
USA
BUCK.STEEL
INC
Knock Down Door Anchor Plucement
A
B/ 3/18
FOR CONSTRUCTION PERMIT
LSN
RAN
CHM
a
2/ 5/19
REV. FOR CONSTRUCTION PERMIT
US
MMH
CHM
6855 LYONS TECHNOLOGY CR SUITE 18,
C
2/ 8/19
REV. FOR CONSTRUCTION PERMIT
US
MMH
CHU
COCONUT
CREEK, FL 33073
0
3/15/19
REV. FOR CONSTRUCTION PERMIT
OJO
EH
CHIM PROJECT.
JAMES DAL
CUSTOMER
JAMES DIAL
OWNER: JAMES DEAL
LOCATION:
I
FORT PIERCF, FL
34951
P'.
Knock Down Door - With Girt At T-6* And With Lm BaSse Girt AC05220
CAD
'ATE
"ALE PHA' E
N 'T JOE N,M...
"ILCA'
Walk Door Frame Attaching To Welded Clip Jambs Mae
2 8/1 9 1
16-B-639
N.181 00
N.T.S. I
Jamb
(2) rif Rofte
Wir/Base ad
Fastener JIM
2-14 . V Pancake
0 W/o Washer
6) At Each RAI)
Shesthg MIT.
RAI
Fast.., #I M
12-14 x I' Paredle,
SO W/o Washor
(1) At Each GA)
.b, he. b— eagniffly "ed
1111i I
am OF
6,
6e�
CM