HomeMy WebLinkAboutPLANSBUILDER/CONTRACTOR RESPONSIBILITIES -
Drawing Validity - These drawings, supporting structural calculations and design certification are based on the PROJECT NOTES
order documents as of the date of these drawings. These documents describe the material supplied by the
manufacturer as of the dale of these drawings. Any changes to the order documents after the date on these Material properties of steel bar, plate, and sheet used in the fal
drawings may void these drawings, supporting structural calculations and design certification. The conform to ASTM A529, ASTM A.572, ASTM AT 011 SS, or ASTM A'
Builder/Contractor is responsible for notifying the building authority of all changes to the order documents which ksi. Material properties of hot rolled structural shapes conform
result in changes to the drawings, supporting structural calculations and design certification. a minimum specified yield point of 50 ksi. Hot rolled angles, a
minimum_ H"Ilnw e,, " A
DESIGN LOADING
THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS
INDICATED AND APPUED AS REQUIRED Bn
of built-up structural framing members FBC-2017(IBC 15)
AS with a minimum yield point of 50
A992, ASTM A529, or ASTM A572 with THE BUILDER M To CONFIH71 THAT THESE LOADS MW
han Nance braces. conform to ASTM 36 WITH THE RECUIREMENTS OF THE LOCH. BUILDING DEF
Builder Acceptance of Drowinas HSS and 46 ksi for rectangular HSS. Material properties of cold form light gage steel members conform to the
- Approval of the manufacturers drawings and design data affirms that the ieldoint
manufacturer has correctly interpreted and applied the requirements of the order documents and constitutes of 55 ksi. requirements of ASTM A1011 SS Grade 55 or ASTM A1011 HSLAS Class 1 Grade 55, with a minimum y p
Builder/Contractor acceptance of the manufacturers interpretations of the order documents and standard product
specifications, including its design, fabrication and quality criteria standards and tolerances. (AISC code of The manufacturer does not assume any responsibility for the erection nor field supervision of the structure and
standard practice Sept 86 Section 4.2.1) (Mar 05 Section 4.4.1) or any special inspections that may be required by the local building authority during erection (including inspection
of the high strength baits or field welds) as required during erection. The coordination and the costs associated
Code Official Approval - It is the responsibility of the Builder/Contractor to ensure that all project plans and for setting up and Special Inspections are the responsibility of the Erector, Owner, Architect, or Engineer of Record.
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. Design is based upon the more severe loading of either the roof snow load or the root live load.
Builder is responsible for State Federal and OSHA safety compliance - The Builder/Contractor is responsible for
applying and observing all pertinent safety rules and regulations and OSHA standards as applicable.
Bu_Vin 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. (AISC Code of Standard Practice Sept 86 Section 7.9.1) (Mar 05 Section 7.10.3)
Discrepancies - 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)
Materials by Others - AI 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 firth. Unless specific design criteria
concerning any interface between materials if furnished as a part of the order documents, the manufacturers
assumptions will govern.
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 manufacturers Engineers certification is -limited to design loads supplied by on
Architect and/or engineer of record for the overall construction project.
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.
This metal building system is designed as enclosed. All exterior components (t.e. doors, 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. Doors are to be closed when a maximum of 50% of design wind
velocity is reached.
Modification of the Metal Buildina from Plans - The Metal Building supplied by the manufacturer has Roof and wall panels have been designed in accordance with section 2222.4 of the Florida Buildin been designed according to the Building Code and specifications and the loads shown on this drawing. 9
Modification of the building configuration, such as removing wall panels or braces, from that shown on these Code, Sixth Edition (2017). Product approval numbers for the State of Florida, Department of
plans could affect the structural integrity of the building. The Metal Building Manufacturer or a Licensed Community Affoirs per Product Rule 98-72:
Structural Engineer should be consulted prior to making any 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 Design - 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, tie rods and or other associated items embedded in the concrete
foundation, as well as foundaUon 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 MEf
WHEN THE END OF THE BOLT
IS FLUSH WITH THE FACE OF
THE NUT.
HER REQUIRED ONLY WHEN SPECIFIED.
IPGRIPWHER MAY BE LOCATED UNDER HEAD
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'
NOTED ON ERECTION DRAWINGS
F.T. DENOTES FULLY THREADED
Rev.
FLORIDA APPROVAL
PER ROOF
PIN
WI .5
PROOF PANEL PIWALL PANEL
FL6964.3
DISCI DOOR 50M
COLLATERAL
ROOF LIVE LOAD
RISK CATEGORY
2.000 PSF
0.5 PSF
20.00 PSF (REDUCIBLE)
II - Normal
SNOW LOAD
GROUND SNOW LOAD (Pg) 0.0000 PSF
SNOW LOAD IMPORTANCE FACTOR (Is) 1.0000
FLAT ROOF SNOW LOAD (PI) 0 PSF
SNOW EXPOSURE FACTOR (Ce) 1.0
THERMAL FACTOR (CO 1.OD
DRAWING INDEX
PAGE
DESCRIPTION
Of
COVER SHEET
F1
_ANCHOR90LT_PLAN-
F2
ANCHOR BOLT REACTIONS
F3
ANCHOR BOLT DEARS
Ei
ROOF FRAMING PUN
E2
ROOF SHEETING PLAN
E3
FROM SIDEWALL
E4
BACK SIDEWALL
E5
LEFT FNDWALL
E6
RIGHT ENDWALL
E7-E8
FRAME CROSS SECTION
DELI-9
STANDARD aErAD,
WIND LOAD
R7-R4
ULTIMATE WIND SPEED
160 MPH
NOMINAL. WIND SPEED (Vasil)
124 MPH (IBC SECTION 1609.3.1)
SEVICEASIURY WIND SPEED
87 MPH DRAWING
INSTALLATIONS SHEETS
STATUS
WIND EXPOSURE CATEGORY C
TOPOGRAPHICAL FACTOR 1.0
❑
APPROVALHICAL
THESE DRAWINGS, BEING FOR APPROVAL, ARE BY
INTERNAL_ PRESSURE COETnMEHT (Gcpi) 0.18/--0.18
DEFINITION NOT FINAL, AND ARE FOR CONCEPTUAL
ZONE 4, COMPONENT WIND LOAD S ICFT2
REPRESENTATION ONLY. THEIR PURPOSE IS TO
CONFIRM PROPER INTERPRETATION OF THE PROJECT
51_739 PSF PRESSURE-56.051 PSF SUCTION
DOCUMENTS. ONLY DRAWINGS ISSUED
ZONE 5, COMPONENT WINO LOAD < tOFfx
'FOR ERECTOR INSTALLATION' CAN BE CONSIDERED
AS COMPLETE
51_739 PSF PRESSURE-68_856 PSF SUCTION
ZONES PER ASCE 7-10,. RD. 30.4-1
FOR CONSTRUCTION PERMIT
ZONES PRESSURE SHOWN ARE UN -FACTORED
THESE DRAWINGS, BEING FOR PERMIT, ARE BY
RAN INTENSITY
DEFINITION NOT ONAL ONLY DRAWINGS ISSUED
5-MINUTE DURATION, 5-YEAR
'FOR ERECTOR INSTALLATION" CAN BE CONSIDERED
RECURRENCE 01) 11.0000 IN/HOUR
AS COMPLETE
RECEIVED
JAN 0 8 2019
ST, Lucie County, Permitting
❑X FOR ERECTOR INSTAIIATION
FINAL DRAWINGS FOR CONSTRUCTION.
MR QUESTIONS OR A1515fANCE
CONCERNING ERECTION CNN:
509-444-7126
MONDAY - FRIDAY 7.- 0 TO SdXIPM
ENGINEERING SEAL
THIS CERTIFICATION COVERS PARTS MANUFACTURED
AND DELIVERED BY THE MANUFACTURER ONLY,
AND EXCLUDES PARTS SUCH AS DOORS, WINDOWS,
FOUNDATION DESIGN AND ERECTION OF THE BUILDING.
THEE DRAWINGS AND THE METAL BUILDING SYSTEM
CI GTHEY RFPR6ENf ARE THE PRODUCE OF AN AFFILIATE
U ROU OF NP. INC. - 10943 N. SAM HOUSTON
PARKWAY W., HOUSTON. TX 77064. THE PROFESSIONAL
T� ENGINEER WHOSE SEAL APPEARS HEREON IS EMPLOYED
BY AFFILIATE OF NCI GROUP, INC. AND ISNOT THE
00 ENGININ EER-OF-RECORD FOR THE OVERALL PROJECE.
THE ENGINEER WHOSE SEAL APPEARS HEREON IS
'y AN EMPLOYEE FOR THE ACTURER FOR
MATERIALS DESCRIBED HEREIN. SAID SEAL ORTME
CERTIFICATION IS LIMITED TO THE PRODUCTS DESIGNED
AND MANUFACTURED BY MANUFACTURER ONLY. THE
(.j \ UNDERSIGNED ENGINEER IS NOT THE OVERALL ENGINEER
OF RECORD FOR THIS PROJECT.
r��� II�Nwr-rgMe..
N'CN I
BUILDING SIZE: 35'-0" x 45'-0" x 16'-0" 2.0:12
65UE DATE DESCRIPTION BY Cd'D OSN
0 7/12/18 FOR ERECTOR INSTAUATION RVL AVS KNN Garco Bulldln8 systems 2714 S. Carffdd Rind Offlon (509) 244-5611
N NCI Dampmy Army Helghb, WA 99001 (800) 94f-2291
PROJECT:
BEEBE 35X4516 FL
CUSTOMER:
FACTORY STU OVERSTOCK
LOCATION:
FORT PIERCE,FL 34945
CAD
I DATE
SCALE
N.T.S.
OWNBt: JUSTIN B®E
BUILDING ID JOB NUMBEt MB
A 16—B-59423 ct o
Bilk
WE OF Q o-
ArAF"SS/�NAI �aO±''t
ttltlit:119���
STEEL LINE
1 1 2
FIN. FLOOR
N
w9
W� •/
a
CONCRETE NOTCH DETAIL
4'
t—, � 1/2'
4'
NOTE: ALL BASE PLATES 0 100.0. (U.N.)
ASSUMED FINISH FLOOR 0 100.0' (U.N.)
ANCHOR BOLT PLAN
DATE DESCRIPTION
7/12/18 FOR ERECTOR INSIAWTION
4'
11/Afs
D
O Dia= 5/8'
* Dia= 3/4'
0A 9 nm e - eaamy aonm.
uniu...
Garco Building Systems 2714 S. 0a dd Rood Grave: (509) 244- 9t
m NCI Compaw Airway Heights, WA 99001 (800) 9/1- 1;: $7187 e.
k i
PROJECT: BE®E 35K4516 FL
CUSTOMER: FACTORY STEEL OVERSTOCK OWNER: JUSIN BEEBE • ��yrys�T���q
LOCATION: FORT PIERCE,FL 34945 I� ''�,L[7=ii . ���:
CAD DATE SOIlE I PHASE BUROINC ID JOB NUMBER SHEET NUMBER I I}�i S/OpAL ��64•<
7/12/18 N.TS a I 16—B-59423 F1 0 11*tllfii119�*��
IN
DETAIL A
DETAIL E
Dia= 5/8'
Dia= 5/8•
8°
N
d \
r
v
IIO OJ I
O
4e
o
2'
sw
1 1/2
_
1 3/4•
See Plan
DETAIL B
DETAIL F
1 1,
DETAIL C
—T—
o�o
3•
oho
1 2 1/2'
1/2 1 1/2 8 1/4'
SW
1 1/2'
1 1/2•
DETAIL D
13/4 Framed Opening Width
Equal
l I I
N
a + Steel L(ne +
Dm Uog bm ben dgitcoy ypney
f{.
DESCRIPTION BY CKD DSN ' 1� BA 01
FOR ERECTOR INSTALIAIION O
RVL AVS KNN Gar Building Systems 2714 S. Gadhld Road MIT= (909) 2{4- 61 _ , • • G S e�
.n NQComP•g9' Alnry Hefghh, WA 99DDI (900) 9{1: 1+ a • $'�'�
PROJECL BEEBE 35%4516 FL
CUSTOMER: FACTORY STU OVERSTOCK OWNER: JUSBN BEEBE .� '• � T/a O : f9, z
LOCATION: FORT PIERCE.FL 34945CAD CAD
7/ 2/18 NCALE PHASE BUILDING ID 1 NJOBB NUMMBER Z SHEET NUMBER I 11Fi AL I-.
BUILDING
D
Reactions in plane of well
k Reactians(k Panel -Shear
- Gal -Wmd - . 'c
lime Harz Veit Harz Vert W "L
BA Bracing. see EW reactions
3.4 55 • 0.1
table for vertical and
is in plane of the rigid frame.
DATE
ENDWALL COLUMN:
Tim Cal Anc-0oll
Une line Obi Dio
1 D 2 0.625
1 B 4 0.625
1 A 2 0.625
-4A -4 0.625
4 C 4 0.625
4 D 4 0.625
ANCHOR BOLTS k BASE PLATES
BaseJOate fin)
Grout
Width
Long
Thick
(in)
7.000
&OOD
0150
0.0
6.000
&ODD
0.375
0.0
7.000
&000
0150
0.0_
6.ODD
&ODD
0375
0.0
6800
&ODD
0375
0.0
6.ODD
8.0D0
0375
0.0
BUDDING REACTIONS ARE BASED ON
THE FOLLOWING BUDDING DATA
WDHH
G1cEHD ROO((FQ
DDEAADF LOAD
SLOPErise
COLLATERAL Lm� (psf)
FRAME 11VE OADD04
ROOF SNOW LOAD)
GROUND SNOW (psf)
WIND SPEED (MPH)
WIND CODE
WOSURE
CLOSED/OPEN
IMPORT CE -WIND
IMPORTANCE - SEISMIC
NOMINAL WIND SPEED Nasd)
SUNICEU My W00) EED
REACTION KEY
WIND Left/light 1 = n' +GCPi
WIND Left/Right 2 = nth -GCpi
Wmd-Long 1 =Wmd ed Case I
Wind_langg 2 = Wind Load Case I
M01.SNOW = Minimum Snow (Pi
E UNB_SLca L = Endwall UnWcn
E UN9_�R = Endwall Unbalonm
F UNB_SL_L = Rigid Frame Unba
UNB_SL.R = Rigid Frame Unbi
GENERAL NOTES
1.
= 35
= 45
Y Q
wMN LINE
ZQDDDPI/6 20:12
- 0S
= 20M (REDUCIBLE)
= 12 / 142
= 0
H I
'V
RIGID FRAME: ANCHOR BOLTS k BASE PLATES
= O.ODGO
160
= FFBC-2017 (IBC 15)
FM
Cal Anc`Bolt
Base Bate CCm)
pout
= C
Line
Line Oly Dia
Width length Thick
('m)
= Closed
-----
= 1.00
2
D 4 0.750
6.000 9.503 0375
0.0
= 1.00
2
A 4 0.750
6.000 9500 0375
0.0
=124 MPH (IBC SECTION 16093.1)
= 87 MPH
IV
RIGID FRAME:
ANCHOR BOLTS k EASE PLATES
Frm Col Anc-Bolt
Base -Plate m)
Grout
Line line O4'
Diu
Width Len
Thick
(m)
3 D 4
0.750
6.000 9500
0375
0.0
3 A 4
0.750
6.000 9MO
0375
0.0
RIGID FRAME:
BASIC COLUMN REACTIONS (k )
Frame Column ----Deod--Conale
aT-
-Vnd_Rigqhll-
-Wind-.eR2-
Une line He&
Vert
Horiz Vert
Horiz Vert Hodz
Verl
Hertz
art
Hartz
Vert
2 D 0.2
1.1
0.0 02
1.0
3.7 -68
-139
27
-7.3
-7.7
-8.6
2 A -0.2
1.1
0.0 0.2
-1.0
3.7 -28
-73
6.9
-139
-1.9
-2.0
3 D 02
0.9
0.0 0.1
0.9
3.5 -6.7
-123
3.5
-5.9
-8.1
-8.3
3 A -0.2
0.9
0.0 0.1
-09
3.5 -2.6
-6.1
6.5
-125
-2.1
-1.6
nu ataUrerew uW nrae VUWW W AVT NUIUKE MUNG.
2. REACTIONS ARE PROVIDED 75 UN -FACTORED
Rome Column-WmdJ6gght2-
-V
-WmdJnngt--Wind_Lang2-
FOR EACH LOAD
GROUP APPLIED
tine
Line
Hodz
ert
Yed
riz1.
Vert
Vert
Hodz
Vert
Vert
TO THE COLUWL THE FOUNDATION ENGINEER
W41 APPLY THE
2
D
18
0.9
APPROPRIATE LOAD FACTORS AND COMBINE 1HE
REACTIONS
2
A
7.8
-8.6
-0.8
-9.6
-1.6
-113
IN ACCORDANCE WITH THE BUILDING CODE AND
DESIGN SPECRTCATIONS
3
D
2.0
-1.9
25
-172
1.8
-15.6
TO DETERMINE BEJUNG PRESSURE
awn rnwrom nmew car nor .00nrn min.=
3
A
6.9
-8.0
-0.1
-165
-0.8
-18.0
3
4.
5.
S.
ENDWALL COLUMN:
BASIC COLUMN REACTIONS ( )
Frm
Line
Cal
line
Dead
Vert
CaDat
Vert
Live
Vert
Wmd-Leftl
Hers Vert
WindJ6ghtl
Hom Vert
Wmdleft2
WmdJ6ght2
Wmd-Press
1
D
03
0.0
1.4
0.0 -118
0.0
-2.7
NOR
DA
Ved
-24
Horz
0.0
Vert
-1.2
Harz
-32
Vert
0.0
1
1
B
A
0.8
0.2
0.1
0.0
3.7
0.9
2.9 -113
0.0 2.4
0.0
2.9
-45
-6.1 •
29
0.0
-9.0
3.4
0.0
29
-13
-6.0
0.0
4
4
A
0.3
0.0
0.9
0.0 -25
0.0
-1.7
0.0
-I.6
0.0
-5.0
-08
-2.4
0.0
0.0
-7.8
4
C
D
0.6
03
0.1
0.0
22
05
1.9 -7.6
0.0
0.0
-2.8
19
-59
0.0
-12
-6.0
0.0
1.6
19
-32
0.0
22
19
-33
0.0
-7.8
Fmn
Col Wmd-Suct
WmdJongl
WmdJong2
Line
Une Harz
Vert
Horz
Vert
Harz
Ved
1
0 3.6
0.0
0.0
-4.0
0.0
-22
1
B 6.7
0.0
0.0
-7.1
0.6
-8.6
1
A 28
0.0
0.6
-18
0.0
-2.0
4
A 0.0
7.8
0.0
-2.6
0.0
-1.4
4
C 6.7
0.0
(10
-4.6
0.4
-5.6
4
D 0.0
78
0.4
-1.1
0.0
-12
ANCHOR BOLT SUMMARY
P(m)
Oly
Locale
Can)
Type
O 16
Jamb
5/8'
F1554
2.00
O 20
Endwall
5/8'
F1554
200
N 16
Fmme
3/4'
F1554
2.50
DESCRIPTION BY CK'D DSN
FOR ERECTOR INSTALLATION RVL AVS Garco Building Systems
rm MCI COMPNW
PROJECT: BEEBE 35X4516 FL
CUSTOMER: FACTORY STEEL OVERSTOCK OVINE
LOCATION: FORT PIERCF,FL 34945
CAD M1E SCAlE PHASE BUILDING ID
7/12/18 N.TS. 1 A
2714 S. Garfleid Read Office: (509)
Aina7 He1gWs, WA 99001 (800)
JUSTIN BEEBE
16-B-59423
SHEET NUMBER I I
F2 0
0-ba nm ben d9w, eln
tot
v
STATE OF L�
I- U
E
3
PURLIN' 3'-6° '
LAP 1'-5 3 4' i -5 3/4° 1'-5 3 4° ' - 3'-6�
=5 3/4-
E-1
E-2
E-3
E-4
E-5
E-6
CB-9
Fasterner Location at Shaded location
ROOF
GENERAL NOTES:
1. INSTALL ALL PURUN AND FLANGE BRACES (FB) AS SHOWN.
2. ROOF PANEL PROVIDES STRUCTURAL STABI TO THE BUILDING.
3. STRUT PURLINS, IF PROVIDED, MUST BE INSTALLED AND FASTENED
TO ROOF SHEETNG PER °PBR" PANEL ROOF DETAIL
4. DO NOT ADD ANY ADDITIONAL ROOF OPENINGS WTHOUr BUILDING
MANUFACTURER APPROVAL OR PROFESSIONAL ENGINEER APPROVAL
5. DO NOT STACK SHEET BUNDLES ON ROOF. ONLY RAISE INDIVIDUAL
° SHEETS AS NEEDED.
6. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL
FRAMING
PLAN
ISSUE
DATE
DESCRIPTION
BY
CK'D
DSN
Building
Garco "NCI empww gym$
0
7/12/18
FOR ERECTOR INSTAUARON
RVL
A5
KNN
PROJECT. BEEBE
35X4516 FL
CUSTOMER FACTORY SEEL OVERSTOCK
LOCATON: FORE PIERCE,FL J4945
_.___
2714 S. GarMd Rmd O1Oes (509)
Ahany H09hh. WA 99001 (900)
GWNEP* JUSTIN BEEBE
BtSZL14 1T-11
BES2L14 9'-11
8ES2L14 9'-11
8ES2L14 17'-11
hrn , hm him 1,n ,1,m
STRE�
inw w CAUSED m DRirve. I w - rrwt I BUILDING ID I JOB NUMBER I SHEET NI
7/12/18 N.T.S. t A la D rn n
GENERAL NOTES:
1. INSTALL ALL PURUN AND RANGE BRACES (FB) AS SHOWN.
2. ROOF PANEL PROVIDES STRUCTURAL STABILITY TO THE BUILDING.
3. STRUT PURUNS, IF PROVIDED, MUST BE INSTALLED AND FASTENED
TO ROOF SHEERNG PER 'PBR' PANEL ROOF DETAIL
4. DO NOT ADD ANY ADDITIONAL ROOF OPENINGS WITHOUT BUILDING
MANUFACTURER APPROVAL OR PROFESSIONAL ENGINEER APPROVP
5. 00 NOT STACK SHEET BUNDLES ON ROOF. ONLY RAISE INDIVIDUAL
SHEETS AS NEEDED.
6. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL
ROOF SHEETING PLAN
PANELS: 26 Gauge PBR — Galvalume
DATE DESCRIPTION BY CWD ON
f12/18 FOR ERECTOR INSTALLATION RVL AVS KNN �j Bundle
Garoo "NG �ag Systems 2714 S. d Rood INDcs (509) ;
Pa,d Airray Xeighfs,gAls, WA 99991 (B0a) S
PROJECT: BEEBE 35X4516 FL
CUSTOMER FACTORY STEEL OVERSTOCK OWNER: JUSTIN BEEBE
LOCATION: FORT PIERCEFL 34945
CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET I
7/12118 N.TS i ,'
om g nm be manor �V
IIY:ieA..
ST/M OF :.%- a
GENERAL NOTES:
1. INSTALL ALL GIRLS AND FLANGE
2. WALL PANEL PROVIDES STRUCTU
3. OTHER THAN FOR WALK DOORS
CONTRACT, p0 NOT ADD ADDRIi
APPROVAL OF, BUILDING MANUFI
4. AFTER INSTALLATION. WIPF All I
TRIM 1E
i (FB) AS SHOWN.
1BILIIY TO THE BUILDING.
NDOWS SHOWN ON THE
4LL OPENINGS WITHOUT
OR PROFESSIONAL ENGINEER.
CLEAN OF METAL
16'-8° 1 I _ 4" I P-3 I oM1.14 11T-11 1�2'
18' 0" 9 8
'
G-16 J8-11
rlt
FIELDI
IJB-1 G-18
JB-11
f�E
--
FB29.3
v
G-21
I
G0 �
I
Cg I
e 1
G-15
G-17
o
FB29.
I
a
o
N
I
—
F
O
H2
G-15
G-17
9 I
.
G0 5
dB
ES
Q2
6,
�—
3--_—_—
--
--
— — — — —
---
EC-3
C 2
RF1-3
]
— ---RA1—�
C 2
--
2
_ S—O". I
12'-0" 12'-0" I 4'-0" I 12' 0"
RF2-3
I
,�
EC-4
SIDEWALL FRAMING: FRAME LINE A
T
Q
4
Q
ISSUE DATE DESCRIPDI
1 0 1 7/12/18 1_' FOR ERECTOR INSTALATION
DIET 4
FiiigmuNoldcionmg Systems 2714 S. G-TfT.Id Road ( )
WnY Airwq Heights, WA 99001 MC0. 509 24
(800) 94
PROIECD BEEBE 35X4516 FL
CUSTOMER: FACTORY STEEL OVERSTOCK OWNER JUSTIN BEEBE
CAD LOCARON FORT PIERCER 34945
DATE SCATS PHASE BURRING ID JOB NUMBER SHEET Nl
7/12/18 N.TS 1 A iR_R_FOA') 11
G-16 BX35C14 16'-11 1{1
G-17 8X25Z16 5'-4 1/2
G-18 8X35C13 17'-11 1/S
G-19 8X25ZI6 11'-8°
G-20 8X25Z13 11'-8°
G-21 BX25Z16 W-11 1/2"
CB-5 5/16° CABLE 12'-4°
CB-6 5/16° CABLE 12'-2°
CB-7 5/16" CABLE 12'-7"
CB-8 5/16" CABLE 12'-7°
JB-1 8F35C14 1'-3 1 8"
FLANGECE TABLE
FRAME AOID LENGTH
FB29.3 I L2X2X14G 1 2'-5 1 4"
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L_ 7'-10° I 4�-4" I 7,-10°
ENDWALL FRAMING: FRAME LINE 1
NOTE:— FIELD SLOT GIRTS FOR BRACING SEE DETAIL ZZ IN DETS
GENERAL NOTES:
1. INSTALL ALL GIRTS AND FLANGE BRACES (FB) AS SHOWN.
2. WALL PANEL PROVIDES STRUCTURAL STAB[ R
TO THE BUILDING.
3. OTHER THAN FOR WALK DOORS AND WINDOWS SHOWN ON THE
CONNOT TRACT. DO
PROFESSIONALOPENINGSITIONAL WALL WITHOUT OFBUIDI6MAUFAC MANUFACTURER OR ENGINEER
4. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL
SHAVINGS CAUSED BY DRIVING.
2'� Q2'
WASHER TO BE USED AT ENDWALL COLUMN TO ENDWALL
RAFTER CONNECTION. USE ONE WASHER ON COLUMN SIDE.
WASHER NOT NEEDED ON CUP SIDE
EC-3
ER-1
ER-2
DJ-1
DH-1
G-1
G-2
G-3
O
Q
^o
G-6
T
I
G-7
FL C
F764 F764
F427❑-L
_ F427_R
M
µ
81
F
DATE I DESCRIPHI
7/12/18 FOR ERECTOR INSTALLATION
a
'
M
V
d
o
an
o
i�
I 1 —0° PANEL LAP
ENDWALL SHEETING & TRIM: FRAME LINE 1
PANELS: 26 Gauge PER — Charcoal Gray
m
ANGLE 61/DEE 1
12
2
on
Flange Brace
Shop Welded
Riarco ul Nlelding eam Systems 27I4 S. GaN eld Road a10ce: (509)
Peat NmaY NeighLe, WA 99001 (900)
PROJECT.' BEEBE 394516 FL -
:USfOMER FACTORY SIEEL OVERSTOCK OWNER JUSHN BEEBE
LOCATION FORE PIERCE,FL J4945
CAD DATE SCALE PHASE BUILDING ID JOB NUMBER
SHEET
—5
/ Gh clip
Welded
6°
6"
Sr G OF !Ar
2•� Z 2"
BEARING FRAME ONLY!
WASHER TO BE USED AT ENDWALL COLUMN TO ENDWALL
RAFTER CONNECTION. USE ONE WASHER ON COLUMN SIDE.
WASHER NOT NEEDED ON CLIP SIDE
F16600-C
F164 F764
F4v-L _ _
F427-R
M
\
M
M
•--
M
µ
I
2•
12
2 1 PC22-1
to-z EC-5 I I 1-0. PANEL UP — — — —
ENDWALL FRAMING: FRAME LINE 4 '1 i a ANGLE 61/DEr 1
Y '-ENDWALL SHEETING & TRIM: FRAME LINE 4
PANELS: 26 Gouge PER - Charcoal Gray 2 Bolts Unless Natel 2-4'
' - an Emu. Drgs
` Pudin / Gvt clip SC1
Shop Welded
____ _ _____________
� i I
�0
+ Flange Bmce pip SC-2 �
,r Shop Welded
• f,_r. - ° AllWre 10 t2Washers 4
FB6 Flan a rk.
ISSUE DATE DESCRIPTION BY CKD DSN \16 s
fto
NOTE:- FlELD SLOT GIRTS FOR BRACING SEE DETAIL ZZ IN DET5 0 7/12/18 • FOR ERECTOR INSTALLATION RVL AVS INN ,�� 0 � , w
GarcoBuilding Systems 2714 S. Garfield Raad • G • 8 •••
N Nq Comppiq Alrva7 Hdghh, WA 99001 office: (509) 244- 61
GENERAL NOTES: (eao) 94- 1� • WD 67187 •
1. INSTALL ALL GIRTSAND FLANGE BRACES (FT3) AS SHOWN.
PROVIDES
2. WALL PANEL PROVIDES STRUCTURAL STABI TO THE BUILDING. PROJECL BEEBE 35X4516 FL
3. OTHER THAN FOR WALL( DOORS AND WINDOWS SHOWN ONIT THE CUSTOMER: FACTORY STIi1 OVERSTOCK OWNER; JUSIIN BEEBE .� . STME � .'� �
CONTRACT, F NOT BUILDING
ANU A TU WALL OPENINGS ONAL EN
APPROVAL OF BUILDING MANUFACTURER LE PROFESSIONAL ENGINEER. LOCATION: FORT MERCER. 34945 . L'(���y,�tls���
4. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL SCNE �n • -
SHAVINGS CAUSED BY DRILLING. PHASE BUILDING ID JOB NUMBER SHEET NUMBER IS l#fi 4) •t
7/12/18 N.TS 1 A 190 Cnen>' �_ f��NAL .%%%
Line (2)1/2"xl 1
(1) #17A A325 M.
(2) 1/2" x 1 1/4"
A325 Bolts
O. p
Purlin
RAl o 0 2" 2" 3/16"
----
Rake Angle
EW Rafter
Purlin I I II /rlin Pilate
3 din
`— Flange Brace
— As Required
1/2" x 1 1/4" A325 Bolts
(Typ.) (U.N.)
0 SECTION THRU HOT ROLLED RAFTER
Endwall
Rafter
Endwall Column
I/2" Washer Column Side
of Clip Side
(4) 1/2" x 1 1/4"
A325 Bolts (Typ. U.N. an
Endwall Drawing)
B 6 HOT ROLLED ENDWALL COLUMN TO RAFTER
•
of Rafter
�
•
7CPIi&B
•
�
Anti—Roll Clip
3/16' Plate
3/16 3 3 16" 3
3/16" 3
Cold Formed Rafter Main Frame Rafter
Section A Section A
ANTI PURLIN ANTI —ROLL CLIP
AFTER
SEE ERECTION DRAWINGS FOR BOLT SIZE.
B24 CORNER COLUMN TO
ENDWALL RAFTER
Wall Panel Base Angle
RAT
Fastener #17A
12-14 x 1-1/4• SO W/Washer
5•a•-5" D.C.
Concrete Fastener
Base Closure 14.0 Minimum
PBC Panel IW462 5-0 O.C. Maximum
(Not by Metal Builrring Mfr.)
Endwall
EN
Base Angle With Panel Recess I B4 ENDWALL COLUMN TO RAFTER
without Base Trim ANGLE-61
ENDWALL COLUMN
WELDED
CLIP
1 a 01
I — I
I I
10 g1
ENDWALL GIRTS
1 /2"0 x 1 1/4" A325 BOLTS
C6) ENDWALL COLUMN TO WALL GIRT
WELDED
PLATE —
1/2"0 X 1 1/4"
A325 BOLTS
I
I
Ig
L —
1/2" Washer Column Side
NNat Clip Side
-(4) 1/2" x 1 1/4"
A325 Bolts (Typ. U.N. on
Endwall Drawing)
ENDWALL COLUMN
ENDWALL GIRT
C15 ENDWALL COLUMN TO WALL GIRT
0, bm bem
ISSUE
DATE
OlSCRIPIION
BY
CWD
DSN
Garco BuildingSystems Y,
0
7/12/16
FOR ERECTOR INSTNJABON
RVL
AVS
KNN
.a H.,eampmpnp. Air
PROJECT: B®E 35X4516 FL
CUSTOMER: FACTORY STEEL OVERSTOCK OWNER
LOCATION: FORT PIERCE,FL 34945
GAD DATE SCALE PHASE BUILDING 10
4 S. Garneld Road afflec (509) Yoh 61
ra, Heights. WA 99001 (800) 941- 1�
JUSTIN BEEBE
JOB NIIMBFR I o.c
STIMOF •Q'�
.t e
Steel Lne ^ I I ��Eave Strut
Flange Brace Clip C
J -
7��Wall Girt
1/2" x 1 1/4" A325 Bolts
(Typ.) (U.N.)
0 WALL GIRT TO RIGID FRAME COLUMN
Welded Clip
1/2" x 1 1/4" A325 Bolts
(Typ.) (U.N.)
K3 WALL GIRT TO DOOR JAMB
Girt
Strut
Rake £r
Angle
b�
EAVE STRUT
#17A S. D. SCREW--,
---------------
r--1r-�
SHEET
ANGLE
EW Rafter
11
II
1/2" x 1 1/4" A325 Bolts Endwoll Rafter II `CORNER
(Typ.) (U.N.) II COLUMN
IS LOW SIDE EAVE STRUT TO HOT ROLLED RAFTER G EAVE STRUT TO CORNER
COLUMN
Steel I inn
L8
MB—L8
Door Jamb
1/2" x 1 1/4" A325 Bolts
(Typ.) (U.N.)
Single Cold Form Jamb/ J°"'17 M3 DOOR HEADER TO DOOR JAMB
Sub Jamb To Girt F" DD
Rigid Frame V
Column Rigid Frame
1/2" x 1 1/4" A325 Bolts
(Typ.) (U.N.)
@ EAVE STRUT TO RIGID FRAME
Rigid Frame Column
(#) = Refer To Anchor Bolt
Plan
R2 ANCHOR BOLTS AT SIDEWALL COLUMNS
m".xs nm e�m manaor,rs"�e.
DATE DESCRIPTION BY CKO OSN •�
7/12/18 FOR ERECTOR INSM-LATION RVL AVS KNN i • -
Garco ' ° •' . �n MCI bystemS 2914 S. Gmlleld A 99 Ofaee: (699) 241- fil , G
Pdq Airvuy Heighh, WA 99001 (899) 91I- 1� • w 671E7 ••
PROJECT: BEEBE 35x4516 FL
CUSTOMER: FACTORY SLED. OVERSTOCK OWNER JUSIIN BEEBE .� '. (�
LOCATION: FORT PIERCE,FL 34945 � •�(_•���y,6`�((�,
CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER S
EW Girt
l
a
Welded Plate A -
1/2" x 1 1/4" A325 Bolts
(Typ.) (U.N.)
*PART
APPUCATION
SC-5
SC-54
SC-55
8" Girt Depth
10" Girt Depth
12" Girt Depth
Column
ENDWALL COLUMN
I I
PSWWelded
Clip
Sidewall Gift
0
0
LSC-5
Clip
Endwall Rigid Frame Column
Girt
i ® Fastener #55
----
L----------------
O
n
i
Sheeting
C22-1
0 CORNER COLUMN TO WALL GIRT
I Column
(*) = RE _ ._ ...._.._. __..
Plan
E8 BASE PLATE FOR ENDWALL COLUMN
Al
S\ae, o� o
e3
Cl, BASE PLATE
1/2" x 1 1/4" A325 Bolts C5 PLAN ELEVATION
(Typ.) (U.N.) (*) = Refer To Anchor Bolt
Plan
D17 ROTATED CORNER COLUMN TO WALL GIRTS E3 BASE PLATE FOR ENDWALL COLUMN O E5 BASE PLATE FOR DOOR JAMB
HOT ROLLED
PNInWALL
__R —�
0 0
O O
0 O
O O
SEE ENDWALL DRAWING
FOR BOLT DIA AND TYPE.
F12 RAFTER SPLICE
AT SURFACE CHANGE
Roof Purlin
0 0
O a
Flange Braced
(As Required)
ange Brace Fl
RF Rafter '
Flange Brace Clip
1/2" x 1 1/4" A325 Bolts
(TYp•) (U.N.).
G2 ROOF PURLIN TO INTERIOR FRAME RAFTER
Flange Brace Clip
RF Column / ti®y, ®�
Flange Brace
(As Required)
Additional
Flange Brace
(As Required)�j
4 i
® 0 o
Wall Girt
1/2" x 1 1/4" A325 Bolts
(TYp•) (U.N.)
H2 WALL GIRT TO RIGID FRAME COLUMN
tummy ham been eynwy me".i
_—_. of enu wn .�- �•'y ry�
FOR ERECTOR INSTALLIIION RVL AVS KNN
GarcoBuilding Systems 2714 S. GaReld Rood • , 3
�negau0pen). Mnmy Rhl9M1te, WA 9900t OfOee: (509) 244- 61 `
(8m) 941-
a7
PROJECT: BEEBE 35X4516 FL ' * • �'
CUSTOMER: FACTORY STEEL oVERsTOCK OWNER: JUSRN' BEEBE STME iDF .' (�
LOGIRON: FORT PIERCE,FL 34945
7/19�R SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER I I}Fi S�(]HSL •��16;,
2
Sheeting Direction
' Detail "A"
All Roof Members Except As Noted Below
12" 12" 12"
- — 2 1/2" 1 7"
7"
theelingl
Direction Detail "A"
• At Eave Strut, Panel End Lap and Peak Purlin
Stitch Screw Tape Seal
1/4-14 x 7/8" /—
At 20" O.C. �daf
Defail "A"
Member Screws 40+
12-14 x 1 1/4" Roof Panel
at 5", 7", 5"
Two Continuous Layers
1/2" HW507 Tape Seal
Roof J I — purlin
Panel I�
Section Thru Panel End Laos
Fastener Location for "PBR" Roof Panel
7" 5° 7" 5" 7" A
2 1 2" 12" 12"
' B
"PBR" Panel
'PBR' Panel
Bearing Leg
SBtch Screw
1/4-14 x 7/8'
Sheeting -Direction SD, at 20" O.C.
12° 1 12" 12" A
"RVPBR" Panel
I
12" 1 12"
"AVP" Panel
Member Screw
12-14 x 1 1/4'SD
12' 0 C
TRIM-175
Standard Grade
Description
Fastener
Number
Application
PP
1 4"-14 x "
4
titch-Bc-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
Descri tion
P
ation
1/4"-14 x 7/8"Trim
Screw12-14
x 1 1/4"Screw12-14
W
x 1 1/2"
crew12-14
x 2°
crew
a
7°
5"
7°
A
12"
a
"PBU" Panel _
.. at Each Member Bearing Leg
'PBU' Panel
Extended Leg
pM'1° Panel
Stdch Screw
Sheeting Direet(on
AQ = At Base, Rake, Eave, and
Mid Span End Laps
(R) = At Intermediate Member,
and at Optional Liner Panel
1/4-14 z 7/8'
Sheeting Direction SD, at 20' O.C.
6"
1 6°
1 6"
1 6"
6"
6°
12°
12"
12"
"RVPBU" Panel
Fastener Location for Panel At Wall
DATE
Note:
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 Application
SCRW1
2'-8"
Fastener #397
12-14 x 1-1/4" SD
W/Washer
PBC Fastener Location At Panel Ends
2'-8"
Fastener 397
12-14 x -1/4" SD
W/Washer
PBC Fastener Location At Intermediate Support
Fastener 4A
1/4°-14 X /8"
SD W/Washer
At 1'-8" O.C.
PBC Panel SidelaD
TRIM-174
FOR ERECTOR INSTALLATION RVL AVS KNN
Garco Building Systems Ah S. aahf9 Rood 0f1ko (500)
m NCI�sml Afrw9r mPHeights, WA 99001 (B00)
PROJECL• BEEBE 35X4516 FL
CI15rOMER: FACTORY SNFL OVERSTOCK( OWNER JUSRN BEEBE
LOCATION: FORT PIEROUL 34945
GATE SCALE PHASE BUILDING R) JOR NUMBER SNEET
0�9 h- h°m 1%1w9y 19"m
8(iOf ;+A
rE OF l iQ.
DBCI Roll Up Door- Series 2500 Thru 5250 - Non Drive Side P'gAC00�4 DBCI Roll Up Door - Series 1900 Thm 5250 - Drive
Large Mounting Plate 1 Mounting Bracket oats Be, Large Mounting Plate / Mounting Bracket
lamb Attaches to Cee Girt / Header With Sub Jambs Above Header May'17 00 Jamb Attaches to Cee Girt / Header With Sub Jambs Abov
Mounting Bmrket 9• 6j'sed nao-uzx
a L.S. Mounting 4)' for STct'mnbam•inys Sae Frection amwbgs s a MwnHng Bracket
u Location Bash fx Bob Jamb Camhectlon (Sae Large MwnUng
an Box W. Comhml'mn 2j•
Pieta far Lacation B
Sub Jamb on D. SWea
sub Jamh 1• Bob Jamb 1i 1' L
�— 1• .. _ — .r�. -.. _— _ _ — — _s.. u...n... � — �-Sub Jamb
Fled lavled (2) b'0 Fldd Lacoled (2) 7ao
Holes to Inside Face 1• Hdas la Inside Face [111=1
of Sub Jonah and Wool, of Jamb and Attach
Mounting Plate to Sub Jamb Mounting Plain to Sub
with (2) i•0-16 x 1j' Jamb With (2) i•0-76 x
Canioge Bolts/Nuts It• Cxriage Bdts/Nuts
and Washers YoonWg and Wazhas Moons
He
Al BmLoc Hde DA Lacatioh
Locations m � _
n d.
Cee Gvl/Headx i s Fldd Locale
Attach to IS'0 q'P Holes Alb
Fldd Locate Inside y °i
A'O alp No. ,pmb 5 Sub Jamb B Cee Cat/Ncader Dom
Opaving Width S Not Used /o' Opening Width
Inside
Non Drive Vide Jamb
Large Mounting Plate/Bracket Elevation series 2500 Large Mounting Plate/Bracket Elevation
- b2bD
Attach Mounting Not U$ed Attach Mounting
Bracket to Not Used Bracket to sxl
Vaunting Plate With Sub JIamb Svb Jcmb Mounting Plate With
I'd-t6 : t(• Large Mounting Plate t'o-16 x lie 5
Bwa/ahh. and Nut I (Non Drive Side) I Wash. and Null Larne Mountin Plote
a•
Wall Pond
wan Pond
I I
(Drive Side)
ap
1. (I Orceing Is to Used In ConyncUon
ll
WiU DBq [..Wall.. Manual.7.
1. Dre
Drawing Is to be Used In Conjunction
Mataung Bmdet
—
Head Trim 2 Mounting Plate, Mounting Bracer and
Head Trim
—
Mounting Bradet With DBq installation Manual.
Inside
Attachment Bate, nuts and Wasfix
Pmvided by DBq.
meld¢ 2 Mounting Plate, MotmUng Bradet and
99
Attachment Belts, nuts and Weshar
YamW9 %de
3Non Dd. Sic can be an the Left x
5.
l—ei
I I
Prodded by DBCA.
YvonWg plate
Cee GIA/Needv
I I
L J
Bight Sub Jamb.
s
x
_ J
.1 Drive Bide can be on the left x
Cee gA/Hcadx Right Sub Jamb.
_
4. Drawing Shows the Non Drive Vide of
s
IL
I
'�nb
_
the Oar on the Left Sub Jamb Viewed
5
Jamb 4. Shon the Drive of the
Section A
From the Insure,
Doort
Dom on the Right Bob Jamb Visaed Fran
Section A Vi
�
the inside.
Cable Brace
Attachment at Flange
Fh
alga Flat
Burt Threads After Find Tighte
t• Cable Brace CIP CL280
(•0 Cable Bmca Assembly WrA_
(Sae Erection Drawwgs far P.A
Mad and Location)
Align Slot With
Cable Brace
For Cable Brace That Falls h1thw the
Cut Web, the Freclar Is to add a
Mbhnom San Sal for the Passage
Of fie Cable Eyabdl and Cable Wrap.
am.Na ha. bay mytmy mgnea
I111 iIfJ...
DATE w
DESCRIPTION BY CK'D DSN 0
112/18 FOR ERECTOR WSfAt1AlI0N RVL AVS Kill �� Cj ••
GarcoBuilding Systems 2714 S. GaAM d Read Ofnaa: (509) 244- (If_
son MCI Co PNW Al -ay Heights. WA 99001
(600) 9/1- Ir NM67187
PROJECT: BEEBE 35)(4516 R.
CUSTOMER: FACTORY STEEL OVERSTOCK OWNER JUSRN BEEBE •• STAM OF
LOCATION: FORT PIERCER 34945 •�X•'
GAD I DATF I SCAIF I PMeva Ioun niun ,,. w
`I
PBR Wall
Panel -Three Sided Framed Opening
'PWO7022
PBR Wall Panel -Three Sided Framed Opening
PWO7023
PBR Wall Panel -Three Sided Framed Opening
P 9
PW07024
PBR Wall Panel -Three Sided Framed Opening
` ,r
PW0702,
Trim Installation
with Field Notch Panel at Head Tdm
Se '14 03
Field Notch Panel at Head Trim
Se '14 03
Trim Installation with Field Notch and Bend Tabs at Head Trim
Field Notch and Bend Tabs at Head Trim
Se '14 03
Se '14 0a
Trm Insta9otlan
f1@ with Flald Notch
cn be tlone by Field Notch Panel as shawa on
wad Bend Tobs at Heod Trim vs shown on PW17024
PWD]022 & pW07023
& PIVe]D2S
Trim Instaaalion can ba tlwe b y Fltld Notch Panel as shown on PM70M & PWO7023
TrM Inslmlalion inn ba done b Field Notch Panel os shown on
PW07022 & PWO7023
Tdun Installation con be done by Field Notch Panel as ¢haven an PWO]022 & PWp7023
jig with Flald Notch wad Bntl Tabs at Head Trim as shown an PWO7024 & PW07025.
g$ with Fletd Notch anal Bn0 Taber at Head Trim as shown on PWO7024
& PW07025.
DR with Field Notch and Bntl Tab. of Heod Trim n shown as PW07024 & PWO7025.
Oprning Width + 6' (+Y Lap when req'd)
Opening Width + 6• (+2- Lap elan req'd)
Opener, .WitlU+-6'-(+2'-Lop-when'req'd)-
—Field
_—
Opening Width + 6' (+2' Lap when req'd)
3'
- - - -
_—OpenNg-Width—
_ - _—
�•
- — _
r
Cut
and Remove Opening Width + S
-Opening Width + r 'Rate, Fltld meawre
See PM7023
& PM7027
Head Trim F481
13 0 nfn WidU
1}•
Opening Width and
'O
1} pening Width 11' cut Head Trim to
See PWO]025
Field
Remainder and and requbetl length.
.
�
& PWO]027
Remove Head Trim F481
a o
Front Yew IIII
�•
'n • D
Hand Trim F48f
—F{-2' Lop with (2) Fastenas y14 EDd�'fex
l
Head Trim MIISea
_
See A
PW07030 q
}' x J• Pop Rivet and HW54_
Caulking
Field Notch and Bend
1VCV7I1
Fran!
o
PM7030
a
1 Tab hi d Jamb
View
2• Lap with (2) Fastener. 04 End VIi-w-'
See End Cut Golap
Neter
'Optional"
Oprnin9 WidN 3' enin Width 3'
}' f}• Pop Rivet and HW54_
Fw
Fldtl notch Panel
Fastener e14 1• z t}'
- Caulking
Fastna 014A }• x j' Pop Rivet at
l'-8 O.C. at Cold Farm
Chnntl Ciowre Trim
see PWO7O28
al Head Tdm
a
_
Fmtener /14A }' z 1' Pop Rivet
Pop Rivet Sae
PWO7025 for detail
13' Opening Moth
OR
al 1'-8 O.C. at Cold Farm
Do not cut err Rana;. All UM is to be
' .
Fastener d16
12-24 Washer
y a 3v s X e Ed #T
' t*`,q
B
OR
remove bark leg Nssutlalioned B sFa�Iledwtos Malls
PO
+ `
2
v
at1''-6D0PG at HotpgolvNO
{ y,,, a e 3 v
§ g s4 �$° 7..
12-24 xFastener Ir Pancake SO DP5
W/0 Washer of 1'-e O.C.
6•
1}• r and Tab N91e: Panel
U
in i
w
Y t
• r ,�. a'>$ f3 a { .) z
S
L
at Hot Read
down tegreav Position Is shown with
6• Panel Rib and Opening an 1'-0 module.
+ 5
}' Bend of H1154_ Tub• Cou&Ing
',�� '`,}. J
-
RibLoo.U. of mayn
2 a
frem Header to Floor (see section)
2' Lap with (2)
tea+,
x°
}' Bead of NY54_ Tube Cwalkin
from
I
vntl location. FltltlS-L
Field Cut the Opening
xa
Factor. 614
} x (}' Pop Rivet
• ? C ,*� p 2
Head Trim MI rn Za -
/ -
+
_
Header to Floor (sae action)
.{LL
Lap
and Remove measuro before cutting Panel and T hr.
End Cut Dole
Jamb Trim F482 Jamb Trim F482
TV at Head &
Jamb Trim
Caulk with HWS4 f .:
z t Uesa
r
Jamb Trim F482 Jamb Trim FM2
2' with (2)
Faslenws
(Viewed Gam top of Head TrM)
-
w Alternate F484 w Alternate F404
when
requ9ed. Field notch
Sea PM7027 J etlgev
for Jamb after Ustallallon:.,
a,
-
w Altemote F484 err Alternate F484
B14
}' z Pop Rivet
o'
as re t 1
W rc
Trim
field at octal c g9' rw
m
f}'
TV at Head & -
Jamb Trim when
enin 1 OpeningWidth
Op g Width }•
See
PNO7029
r
Jamb Trim F482 K f
co
o
Q
requires.r end notch
Field Notch and Bend 11• Tab
;¢
err Alternate F484 3 s;. d £
Sae
PW07029
bchlnd Jamb TtM. Attach wM d
Fastener 14 —� 0 s
8 }' x f}• Pop Rivet^
Finish Flow lima
FFora'Optional'
e,
Chnntl Clowre TrM
• • rg �= .' E
Fastener J14A }' x a' Pap Field cut Pnd
see PW97028
•..
Rivet at 20 O.G at Cold Form
Habib Floor Line
• � h a
OpnNg Width
OR
Fastener g16
Head Trim F481 J II I I I �1 X
12-24 x 1}' SD Poncuke DP5
Sea PW07027 for Jamb
Trim ❑dtl cut data
W/0 Washer of 1'-8 O.C.
at Hat Rallied
I Opening Width I
r
o• iu
Jamb Trim F482 ar Alternate F484 F
Npta. Pand pasiticn Is shown wiN
Fostmer 84A'' x R' Pop Rivet at
1'-8 O.G of Cald Farm $
Nefa All
Instplletl
trim u be
BEFORE Id'.nket
Bclti Fldd measure Opering
watl Height before making
Width
Geld cuts
Pantl R,T vntl Opening on 1'-0 module.
Rale: NI tdm fs to ba Location of R3 may wry deyy0 on
OR G
,r Gr
Nate: All trim u to ba
Ustdletl BEFORE
gpt� Field measure Opining
InwlaBon
Is applied to walls
and adpst at dunnsiona
accordingly.
Installed BEFORE blonkat the Opning Width vntl lomtlon. Fieltl
Nmlalin is applietl to woos
Wd
Fminer ®16 III Ili I I `
I
12-24 1}' Pancake
meowre be(we culWg Panel antl Trim.
blanket
lnsulatian is pp,to walls
and Height before mokNg
and od)o.t cut dlmensl.in
fitld
accordingly.
to
z 50 DP5 W/O Wacha
at 1'-8 O.G Field out Penal
at Het Raaetl
STANDARD FRAMED OPENING DETAILS (PBR WALL PANEL)
unuhh'quN HT I OKO I USN
FOR ERECTOR INSTALLATION RVL AVS KNN Riiiio Building Systems
N NCI CMPW
PROJECT: BEEBE 35X4516 FL
CUSTOMER FACTORY STEEL OVERSTOCK
LOCATION: FORT PIERCE,FL 34945
2714 S. Corneld Road Office: (509
Airway Heights, WA 99001 800
OWNER JUSUN BEEBE
Dn wN, has bem donna, sane,
If
CAD I DATE I SCALE I PHASE I BUILDING in I AM NNuam
PBR Wall Panel -Three Sided Framed Opening
Jamb Trim Feld Cut Details
Alternate Jnmb Trim F484
To, Ye^
Field Cut and Reml
:w
Slda Yew at Head Trim
N
o
2
c
Sltle View
nt
o°
Floor Line
Nate: Fldd measure Opening Height
before making Reld aerie mod adjust
out dimension° accordingly.
Jamb Trim F6n2
Too Yew
Jamb Trim F482 and
Alta t J b T' F484
Fnnl Vllew
Right Jamb Tdm as shown
Left Jamb Trim opposfte hand
PBR Wall Panel -Three Sided Framed Opening
°Optional° Channel Closure Trim
Opening Width + 7" (+2" Lap when req'd)
3F Opening Width
Channel aosure Trim
See
PW07U30
Fastener 814A b- x J' Pop Rivet
at 1'-8" O.C. at Cold Foan
OR
Fastener BI6
12-24 x II- Pancake SO DP5
W/0 Washer at P-8 O.Q
at Hot Rolled
Chaend tlawra Trim
Channel aowre Trim �I e
end
See -
PW07029
Finish Floor Line
typ at
Jamb when
Rdd cut
h if req'd
1" Rdd bend tab down 90 degrees
21" Field cut and remove
notional
CAonnd r ,mot hRn pie M rk
` Charnel
Y a...Trim
3}V
F981 - 8" Mvnber
F2904 - 81 Member
F982 - f0" Member
F2993 - let" Member
H69 - 12" Membv
F2995 - 1 _ Member
tVEnd
3r Field cut and remove
Net,AO trim isobainstalled
BEFORE blanket
insulation 1s Opp"ad to
Channel tlowra Trim at Jambseows
Opening
d micetera moWng Odd .at Oimensfona accor
Cut Detal
Net,' n18 tolerfor leg of the Channel Closure
Tdm Is to be oriented (3I/8") to malty the
Interim leg of the Header ar J.
STANDARD FRAMED OPENING DETAILS (PBR WALL PANEL)
CONT.
PBR Wall Panel -Three Sided Framed Opening
Jamb Trim Installation
Fastener R14A )I" x I" Pop Rival
at 1'-8 O.C. at Cold Forth
OR
Fastener 816
12-24 x IJ7 Ponooke SO DP5
W/o Washer at 1'-B" o.C.
at Hot Rolled
Double Sided Tvpa
(Not by Bldg Mfg)
Blanket Insulation
PBR Wall Pone)
Nglc Teanfnale Blenkel Insulation
at Jomb Trim
Field fiction Trim leg when requlned
Jamb Trkn F482 (shown)
or Altemato Jamb Trkn F484
Jamb
(Cold Form he.
Hot Rolled sim6ar)
"Optional"
Channel Closure Tem
Sea PM7028 for dela6s
* Read of
}(Header toHFloor) Tube Caulking
`Rdd Out Wall Pmlel
Alternate .lamb
Trim F494 Profile
Ng1G Panel position is shown wish
N9L. All Wm la to be
Panel Rb and Opening on 1'-0" moduls
LacaOon of Rb may wry depending an
Installed BEFORE blanket
Insulation la appll to walls
the Opening Width mid loontimt Fldd
measrre before molting Panel and Trim.
PBR Wall Panel -Three Sided Framed Opening
Head Trim Installation
PBR Panel
Fastener 117A
12-14 x Ir SO W/Washer
At 5 7 5" O.C.
At Cold Farm Meant.
Or
Fastener E67
12-24 x 1(" SO DP5 W/Washer
At5-7"-5'OC
At Hot Rolled Members'
Head Trim
Flat
Fastener 114A
"e x 1" Pop Riml SS
At 1'-e" O.C. At Cdd Formed Members
0,
Fastener j16
12-24 x le Pancake SD
DP5 W/O Washer At 1'-8 O.C. At
Hot Rolled timbers
Header
(Cold Fam Shown
Hot Rolled Smite
I
I
I
I
I
I
I
I Finish Flea
I
SL
ISSUE
DATE
DESCRIPTION
BY
CK'D
DSN
�a
Building�.is{,,
Garco "'$ 2714 S. OgrlMld Road once: (500) 244- 6,I
0
7/12/18
FOR ERECTOR INsrnumol;
RVL
AVS
KNN
N Nq Camp.ty Abray Hel9hh, WA 990D1 (800) 9/1- 1�
�Tlr.
PROJECT: BE1NE 35%4516 FL -
CUSTOMER FACTORY STEEL OVERSTOCK OWNER JUSTIN BEEBE ••
LOCAnON: FORE PIERCEL .�
CAD I DATE I RrArF I amcr Iarse nnn in ..... ............ _..—......_— _ n
"Optland" Oland
a.. Trim
See PWD7028 Fm Dela9e
Drn ,, has ern chilled, d,^
�t : *.
RATE OF
.ail..
Field Service Procedures
In Order To time You Pianpt SOVes, And Keep Problems To A Mnknum,
Please Honda My Satuga Or Bock Men. In The Following Mann,
1. CareMDY Wed Your Packing Mat Wade Udccdm,
Z Mod My Items Whialh Appear To Be Missing And NOUy The Fold
Sersice Departmnt At Be Number amen In The TWO Mod M Soon
M Passble Wnmg Sam.ne Else Could Bday The Proper Respa e,
"nllfd Mahn to Be Maafacbm Far The Correction'Of Oaign, adds- BB IN
Materials Or Fabdcetiu B m.
9.
Do'4aCMl adar Indide:
I. D.apUM Of Be Nature And Eked Of The Erers Incident QuantiUs
2 Daatpgan Of The Nohae And Went IN Proposed Comedive Wak
inducting F W.Mted Mm-Ncin,
3. Maldals To Be Pmdmud Foam Offer M. Be Mand.stale, Indudng
Estmated N.M. and WDL
4. Mavnum Total Cost IN propmed CarecUw WA Md Matdo6 To Be
Padeased From Offer Thm The Mandodurer.
SIORT MARTIAM
Immedatdy Upon Ddvery Of Wldal, QuanUif. Me To Be Verified
By The eaztenn Against Quoddy. That Are Baled Co The Stpping Documents
Neither The Manufactaa Nu The Ceder Is Respudble Fa Mabold Shortages
Against The Quendi. BFId On Be Spping Demmer. If Such Snortagn Are
Not Noted On The Sipping Dommm6 M. The Moto id Is Defined Md
AudeastOged By Be Canter's Agent. If The Carta 6 The Mardocnrer, Mass
Fa Smrtagn Ae To Be Made By The Codanor To Tha Comm. Carder, If The
Notvid Quantities Received Ace Correct According To The Qu mBer Balled Co
Thc Sipping Uouments, But Pre fin Than The QumBUn Word Or Be
Quantities That Are Necessary To Complete no Idetd Building According To The
Older Dmormen6, claim Is To Be Made To The Manufacturer.
n Defect, Motorist, Regards Of The Degree Of Damag, Yud b
The Sipping Domments By The Wsti nr, Md By Th
Dart. Be Mawfaclarm, Is Not Nomanciele Far Mmi dd Damaged In
Df Po koges Or Handed! Mohnialq Including, But Not United Ta
Sheet Meld,'C' Md 7 SOU.1 Md Waring Pmds But Dec.
r Damaged By Water While In The Puaesdon Of Offe w Padme.d
Came,,
Ited To Leber Wages Of Wouentuentid Damages Recoiling
Of Damaged Or Ddecfise Mmishds Met em Be Ddeded
EX� MATEs MATp AI_
The Manufacturer Ramss The Night To Reaves My Man id Dichad In enamor
IN Those Required By The ants, Du eniod,
O(L CANNINGIS NOT A IlAUM FOR REAMON
Types Of Finishes
WnP pR _=+
AI Snuetural Mambas IN Be Metal Building S,lan Not Fabricated Of Wma,,a
Ro dhat Material Cr Proledd By A emoden Resistant Coating Are Panted
With Coe Coot Of Sop Pf cs Meeting The Pedarmancc Requuaneds Of SSPC
Pond Spsedbom en Mali The fat Of Sap PMOV Is ntendd To Protect The
St
rd FrO r w, Fa any A Sot Pdod Of Espooum To Ordinary Atmospheric
WndUw& Shop Primed Sted Web 6 Sled In The odd Pending Ereden
Shedd Be Kept Free Of The Gmind Md So Pocithwed M To Nnvnim Water
Hddrg Podet% NO, Mud Md Offer Canlomn.U. Of Be Prover Fin. Reeder
Of Damaged To Primed Surfaces Md/Cr Removal Of Foreign Maddd Due To
Impropv Field Staroge Or She WOOUms Are Net The RaponOlilily Of The
Mmuleclursr. The Manufacturer Is Not ROVorne le For Deteiarause Of The Sop
and Of Prfmor Or Carosien not May Resat From Expomre To Atmospheric Md
Wwmmental Wraffamq Nor The Ccmpdbdity Of Us Prener To My Fltld
CALVAIUMP
Cclwlome 6 Be Trade Nome Far A Patedd Shed Seat Md BE Prodid
Hmgg A Wotng Of Cmadan Resident ANmnum-M. Moy. The "me he
Bdmced To Obtab The Coating But Retains Be Cenesfu Resistance Md Heat
ReAadmyy Of Atumnvm Md Woods Protection Of Line, The Best ProuerU. Of
Both Aumnum Md Line Ara Caddied In This Coding Md Offer Added Sera4m
Un Far Be Budding.
Using Wladume Sted M A Substrate Pre-Poold Sled Is Man M MdUand
Rust Inhibitor Ptnv WaL This Prmv Coot Fuller mamas The Cmad.
N-darm These Cookie, Ma ApAd To The Ederior Wdace Of The Panels
Md A Wash Cost Designed OdY Far Inters' Use. Is Applied On The Opposite Sde.
Won.. Md Pre -Painted Sted Can Mrs excelled Sari. Fa Many Year, If A
Fin Was Commnsng The', Wre Md Maintenance An Obsecvd. M Of Thine
Finahn Are Equdy, Subject To Damage And Winston When Wre Is Not Prodded
PAMT AMI COMING ly NTFHANCE-,,
Resume Smudge YarW From Bare Wm, mar
Formula Ogg No. Promen To Be Somewhat Effediu Ughtly Rob With A awn
cloth Md Rteu With Water. Do Not Rub Mae Than Required To Remo,
Smudgc Madv. No Pmdud W11 Renew M Smudge Minds
Renown Most Snits:
Soft Daub Withact Suds Has prosm To be Somewhat ENecivs Rub With A
Soft astir Md Rinse YAth Welec. Oa Not Rub Marc B. Required To Nemec,Sort No Product WE Completely Remove NO Shen;
To Tad -Up Saatdhes Is Patel (Nat Bore Md ,.
as- Am To Be Pointed With Unit Detergent New Thoroughly Md Dry.
Using A Sind Artfo Brosh, UghUy AyPly A Mtefmd Amount at Cdor
Matrhd Twb-Up Pon Re,Ad To Fa/Cove The Scold, auhad Tha
Budding Momcfachmw For Assistance With arderng/Puvhasng Tmdh-Up
Pont M Needed
Erection Guide
Authorization For Corrective Work
Nand Ectiu Poeatiau intlut The Comeciion Of Ybhor IF BY Mnacnn Of
MM
ThmughaThe llse Of DdnWOM"gP'msyBrnwo That Gaol Be acted om Thai going
Ness Or Ttlddn Remove Yaja eaangn n Be Nabe Configuration an
it Be
Reported Immediattly To Be Omer Md Be Fabrecei By Be Eedor, To Enable
Wooers Is Rapansble Ether To eared The Error Or Approre The Moll ENrfent
MQ Foenanicel Metlmd Of Cmal6n To Be Used By Offers. (RISC
Secam7.t4}JI The.ErtaJsah-F at-Tho-NarefadurerM 'MiAwizWOTFar
Carcli,e Wok' Mud Be bound In Wittig By The Mon.factmv To Mtho6e To
Carecli, Work Ah A Dud Nol To Exceed The Ymvnan Total Dust got Forth
Allere Cinch. Wok Offer Than That ad In Th1` 11id Ma'un' Y0y
Be Directed By Tha Nmufactum In The 'Mthmixvlion IN Carecthe Wak'. Ody
Be Raid fi vi . Departrsed May M ened. Wire= Wade
FMAL Cl MI.
Be'Fnal Maim' In Waling Must Be Fmordnd By The W dose, To The
M... fee— %thin (10) Days Of Be CompleUm Of The Careen, Work
Mtha@ed By Be Mandadam.
THE Itia tl AV INtl
s. Adud Number Of Mm-Hours By Dated Of Direct labs Use Co WaecBw
Work Md Acted Moody Rote Of Pa,
P. Taus Md nssrance an Told Acted Direct lobo.
3. Other Coast Dolts On Acted Direct Inba.
4. Cast Of Muldal9 (Not Nina SupPli.) Authorized By The Manufacturer To
Paid Be Purchased From Other Than The Mmufactura. Mdudmg Wells Of
narks
5. Total Actual Direct Cost Of Conchn Wank (Wm M 1, P. 3, And 4} The
Find aams Are Cued To The Cudomer By Be Yanufoctwa In Be
Amount Not To Exceed Be lesser Of Be Madonna Tat, Cost Set FOOD
n The Mth eizdyn Far Wriediw Work' Or The Total Pact W d Of
WerooGre Wok
.e IMPORTANT N,, Fe
east Of Egupment (Ndd Or Depredation), Snag Tad; %P ..bur a. Cvehedd
Md Profit Are Not %bkcted To add e.
SHIP FNT A_ RR� pI TI
Every Effort WB Be Yade To gee That The Carrie Ant es At The Jobsite On The
Requested Hun Manufacturer Meka No Warranty Md Accepts No Raspansbdty
For Casts Assoddd With A Snpment Not Hiving At The Responded Mae Unless
A &pool. Agreement Has Be. Made Is WMteg Fa A Dummied Anbwl Tme
Damage From Condensation Or Traaoed Water
It Is Edrandy Impaddnt net Be Panda Be Monitored Far eddence Cr Toad
Water Or Moeture Wademotiu We Awaiting Eectoro, Kith Humidly Worth u
%th Ternpaa saw Cycling coy Wuse Wndereatnn Bdeem Panda Winn Be
Bade Condensation Can Ocor Friamed, Near The Sm Wast , eBw largo
Bodice Of Water.
If Jobsile Cases Are Used, They Scdd Be Tied Asay From Tha Bundy Al
Cams To Mow Av Maddfan Around The Banda Th6 Wd Help piond
No6NM Evaporating From The Bound Or Budding Floor From eandmsng Do Me
Pmds Plastic Ce Other bnpasembl. Wsem Are Not Recommended. Immedote
Action Is Requvd If Be Pmds Am Famd To Be Wet Finn My prom Be
Bundy Mud Be Opened Md Eodh Pand Un-Sndad Md Thawghly tided W
Bon Sales Re-Stad ea The Paid Al A Siohf edam Ta F..a mr.., o a..._,
m aria Amed in Keeping Be pared
Can Be Used To Mcolm. Al, Between Be
Uaane that Md Are Maned To stoy wet. damage Con Ocwr To Natal Pa
Wiffn 34 to 4B Hours This Damage Sons Corrosion Md DfscdcmUen Of T
Pand Surface Md Is CommWy, Cdiod Wel Stcroge, Stain, Lnc OxtdalM , Or
'White Rude.
Tap
Air, Cvoulatian
Of Be point Film Wo
Stwvge Cmdtions Md The DurtabiliyOf an Me Paid Finish Substa tially Coearmse
Bare Bdvmised And W halumc Pands Read Mae Willy To Surface Oddalfon
Since They Lock The AddVand Protection Of Pant Tme Cooled Or Calsalume
Pantls Under Ho and Elcone Farm A Lnv Aumnum ask. Film DO Their
nnmin Rod
urthergWcrmion. In Heated Probes
B 9a CastanWild et Waded Of .thertirg' To Th panda With
Cordoned err Tapped Water P.L, This Weathe ng Pcocss.
Repid Odlation of Be Zinc a no Numnum W ding Can Now Oar Md May
food TO "Rd Rod" In A Sot Tme If DlscoloroVon Or states Are Minor A
Housbeld amid Of Be Type Used W Porcelain Sam Md Bathtubs May Be
Used To Reno e Snbs Ww Brushing Or Mrcuns Mddd. SMd be Avaided
Sores savtrhteg Or Remand Of The Coring Word Oar. Pmd Win Significant
Dunnage Sevld Be Replaced By Be Buyer Prior To Fricati .
Unloading Handling And Storage
STRUCNRAL•
A Great Amount Of Tune Md Trouble Con Be Saved It Be Budding Pats Are
Udouded At Be Building Ste According To A Pre-Manged Plan, Proper Location
Md Handing IN Compensate MW p dmw Unnecessary Handling.
Am Stsaded On The Prvnary Structured MaMers At The Lows End,.
The EnCW-1.17ATShpmmfe fad. Rdemfng The Te-dw. Far
May Hare Shined Durmo Transit
I Under Conmm Md R.R. Protect The Splice Plat. Md The Slob From
e During The Unbinding Proces It Aso Facilitates The placing of Sings
blur Around Mention Fa Later Ufting Md Mows Mambas To Be Board!
r Into Sub-assanbB. Wde on Be Ground Brim We Sadd Always Be
d In The UNead'mg OP —a- To Praant laid- From Handing Steel Md
ant Damage To Matdd. Md The assert, Sob. If Water Is Mowed To
Fa Eslended Periods In Borden Of primal Pads Wb M aims, Pudio;
a pigment WB red. Md The Pant WE Gradually Soft. Reducing Its Bud
Sled. Therofere, Upon Receipt Of A Job. All D.C. Of Printed parts
Be Showed M M aveAngle To Mow My Trapped Water To Drub Away Md
M Meardien For Drying. Puddes Of Water S,DWd Not Be Allowed To
Md Remain On Cdumms Dr Refers Far Sane He...
The coot Of Soup Pcbner Is Mended To Prated The stand Fmnng Daly Fa A
Siort Period Of Emmure To ordinary Atmospheric ComriVer. .The Coal Of Sop
Prime Don Not Pmvide Be Uniformity Of Appearance, Or The Cumbdiy And
Comedon Resatuce Of A odd Applied finish Coat Of Paint Osn Seep Pdrier.
Safety Commitment
Be Bupdv/Wnbader Is Respmsid. Far Applying Md Obsersing At Pertinent
Safety Raise Md OS A gMadads M Appncoble
ZThe Budding Nmufadma Has A Caanitment To Manufschore Dudily Budding
18-1!Ls Thot Can Be Wfdy Frecnd He-- The solely Commitment Md
Jab Ste Practices Of Be Erector Am Beyond The Caned Of The Budding
Yanufactmer.
It I. Shonyy Recommended That Safe Wading Condtiona Md Accident Prnmtiu
Pradkd Be The Top Priority Of My Job Ste.
Ioc it Side Md Federal Safely Md health Sfandad, %clher Standard Statumy
Oe Wdomary• Souk Alemye Be Followed To Hdp Ewue Works Bdd,
Make Sun AI Employs- Know The West Md Mini Fa tciive Way Of erecting A
Budding. Frnvgenry Pfocedmes Scld Be Known To M Fnployes Doty Meetings
Highlighting Safely Pmmdura Am AND Recommended The Use Of NOW Hal,,
Rubber Sol. Son Fa Raof WOO, Pmper E,almamt Fa Handing Matdo Md
Bofely Nen Whoa Applicable Are Recommended
Fa The Purposes Of Determining UN Rquire netts No Bundy Supdid By The
Manufacturer WE Exceed 4,000 Poodle. For Further InfamoU. Me reference
Be BE Of Materials Far Individual Member Welghts Of Sbudurd Mambas If
Mdiifand Idi maim Is NefuBed Contact The Fltld Sbatce Department
LIN ANO gNOWREMOVAI•
Excasire Ice Mtl Aar .e.wil Scald Be Rammed From The Raof Immediately
To Prevent Damage To Roof Md PaaRie Claps Du No, Use Meld Than To
-- The la Or Boos M Rho Cm Damage The Patel Md/W Galwlum.
Cottng, Am Be Coeds Amend P"W. Md Flashng's
Be Edrandy Careful If Yam Roof Nm Ughl Transmitting panda. These Pmds WE
Not Sppot A Portion Weight Md WE Be Diffialt Or Maince le To See If They
Are Waved With Ice Or Snow. See MBMA Low -Nun Budding System, Manud,
Appendix All Far Details On Bow Removal ProceCurws There Priced. Should
Commmcc When Half Of Be Design Roof Sow land Is Recruit
DENTS RNOVy
Wuse Csion Of Thee Rost,, G ince, TrmcEt. Iff Left WDrThe Biding WE
SmM.
Fa A Lang Enough Tuna The Read Should Be Perhadlidly nspeded Fa Bob
Wnddnns Md If Food. They Souk Be ReeUfied In A Maser WrOde ! With
These Roof Maintenance Buv1eMs Naar Maw Treated binder Or
Wnoeta/Nda/(kart To Cane n aanncl With Roof Pand, Espeddy Cdwlaa.
Far Ex6ded Pabods Of Tme
Ad Wald' INungthhV
M OD BuiStrength Sd After
Pdadcdy Ben cth ty. Fa Whn W Par r, W In
WOOD BA Me Md After But It Or bad N t Ucey. The Crane Mmufactura WE
Spedfy A Nidmum Period But It Swld Not Fxced Two yeas
DBA MIM,
I. Keep Rod( Free Of Debt Md Keep Debris out Of Buffer To Alloe Water
Qukky Dram From The Beef.
P. W Not Use Wood Blocking To Hold Equpmend all Be Paid Sew, The
Blods Be Row Of Wale Md Hold Motdme
3. Oo Net Mw Rooftop AC Unit. Or Evapaaffw eastern To Oran Oct. The
Rao.
4. MC�'amgg Md Tarps Or Holds Medicare On A Reef WE Cause Premature
oaf And Wall Panels
Mmuhcturrls Roof Md Wd Pmds Include Color Coaled, Cdwlume, Md
Wlvan¢ed Provida Esallert Service Under Duddy Voted CondlUens AB Unloading
Md Breed. Pefsomd Should Fully Understand That These Pmds Are Waliy
Merbandse Whlrh Mich. Cad.. One Md Handling.
e Occurs To Finds of The Seen Or to Ed. Ibis Be
.it Off Be Ground Suffitlsatly M
Be P.Olar. a Tint. e,.,w. rs,. Nigh To MoeM..All
ram WaRfng Co The Packageo. Or. End Of The
To E Caswage 11rcinoge In Care Of Rdin, The M
Tung Fdaledtim M Situates a eraOma To a
housed7. ay bopped Mdanre Be atop Is Morally Sperfictd And Has Milk Effet
TOron Ressen parowc- Ce S�aa Ufa Of BeOn Be Pand. H wow. M irPound, Deduct With Me NetAs It Permitted
Of Me
Pmtl Ow M Echa ded Period Can Severely Attack Be nosh Md Radom The
Effctiw Service Ufe Sea Rl-07 Tiled'Damoge From Wodwatkn Or Trapped
Watt'.
WAwid Always Be Token When Meting On Points. Usc Scidy Lin. Md Net
When Necessary. Pmds Are Sippery, Wipe Dry My Mdsnrc Ol Surfam Material
That Has Puddle From Bundles Stand On A Sope. D.D. Faint Or other Forms Of
Moisture Gred ly Inaease The Spperined Of The Pmds Army, Alamo Pand
Srrface Is Sppery Md Act Accordingly. New Walk Of Step an Mri fights Or
Trmsncent Pmtl,
User Wood Blocking To Demote Md So,. Be P.O. n A Hanna Thd Mowe
Moisture To Dann. Wood Blod ig Placid Between Bodies WE Riordan Mdaond
An CMCOM orn When Handing Or th awing The Pands, Uft Rather Than Side
Them Aport Brad Edger May swtdn Be Coated S ems M. See, Am
Sid Ow One Masher. New Mow Panda To Be Walked Co Whale On be Ground.
Roof Maintenance Guidelines
I. fro at Red Far Dunnage After Heavy storms
a hopeed Mal Read! As Necessary M Raof Wt. Md Other Pmetrdens With
3. Arrays Del Hmufmd— Apprcwl Before MoWg My Modfismons To Be
Roul.
4. Repaint My Areas Thd Are Wsceptble To Net M Requbed
5. Whin Pdamng Rouf Natetmance, Aeoys Take The Ftllowteg PreoouUans
. Use Fall Proledien Md Othv Sddy pro
tednn M Required.
b. Do Not Walk Qu Roof Flashing Bob M'it-' Rde Hp err Ridge Flush
e Do Not Wah W Llghl T taff'ng Pmds l-e'. They WE Not bbpport A
Person'. WdghL
d WON M LIPS Md Roof OpmMgs
e Step Cray In Be Paid Flat Directly W Or In Morse Frontally To A
Suppedng Roof Sbu,b
B. After Other Toad. Have Be. On The Roof Fa My Ranson, Inspect Be Roof
For Damage Caused By Waken ndndmg aimed err Sdi mt spill, Savldes In
The Paint Or Gdvolume Coring, Excessfse Foot Traffic Md PuncNr¢ Make Wre
That M Debris Or Scrap Left Behind By Workers Is Rcno,d From The Roof
MmedatdY. Awfd Udng eatoR S. Md Wedng Equpsent Ow The Roof. The
Roof Mud Adequately Proleded.
FOOT TRAFFIC
Keep Fact Tmfge To A Iltebnum. Heavy Fact Traffic Dun Corse Pending W toe
Pitched Roofs TOM Is PmUMdY not Just UpdapB From The Ea, Md At
Eadops.
Always Walk M Thc Flat Of The Pand Near A Sypaing Roof Snrbrd. Do Not
Walk On Trteh Or In Gutters
an Bare 6dadume Rod; ExcD.O. Fact Traffic May Couse Bland Burnish Make
If Regular Feet Traffic Is Plmnd Far A Rest Provisions Sould Be Mode Far A
"My Designed Md Installed WaWeay System n enter To Walt Mom To The
Raof, Roof Haldres Or Access Udders Sould Be Lceked At M Tmm. A Sgn
Pooled At The Access Ste Stoding That Only Mt of d personnel Me Mawed On
The Rect In Addition A log Back Mould Be Kept Of M WOOD To The Roof Md
The Reason Fa Sb Wafts
almMl eR META .,
New Alw Your Roof To Come In Canted Wiry, Or W.ta Rmoff From My
DLd'uda, Mete Including But Not undid T.
IcyM"hit, Me
mber, Wlck..Used In emend, M� Md Grout.mimic Salts Used In Touched
Roof And Wall Panel Damage During Construction
The Ouadty Of Wabnan ds, In Sted WasteucVon Proctices Md Handling Methods
Used During The CansGuaUon Of Be Metal Building Can SgnifrcmVy Affect The
Appeamce And Pdamence Of The Building Pmds Pand Morning. Mdng
Wnsbuct6n Can Be Be Result Of Faulty, ndddin Methods Md/or
Cwdc as
aenaron Fostmers Cause Indenlat cgs Or Sdoe Pode6 In Be Pand Around
The Fastener Head Ran Water err CmdmsaU. Mdunre Wmbnod With
Atmospheric PdutmLs (prkripoly SuDur Ofmcber) Md Dot Partial. Collect In
These Pockets The eradication Of Pduterts Md Water Weal. Mid gdut6m
That WE Cause C Dbin D.,. To Be Pmtl Md Fails. Rain May Wosh
Soma Pollutants Away, But Moisture In Farm Of High Humidity Can Keep These
Maas Wet Md Cannot Be Problere, avddelog The Fmtenv Also Faces The
Sealing Wmby F. Under Be Hand Madeg A lack At We Paint Propv
Tooque M)ratmenl Of Be Baew Gun Or Prefaobly The Usc Of A Depth Wargo
WE Districts Be Problem Of avdrMin Fadecer,
It Is Fairmndy ImPartant Thot M Drdl SaMgs From The ndaliaUen 01 Pantl
Paid Sur Md Flings From The Sow Wltng Of Pmtls Be Rammed From The
Paid Surtau Corrosion Con Oaur In A Matter Of Hours Whm Theo Dnmings Or
Fangs Are Not Rerac,d Md Are In contact Wifh Wnf., n r d....d te..ar..._
awce, it Is Imparotlre Met Thc Roof Be
hwtanly At Job CanpleVm. The Final awning a'.
To nddr.a The nail., a sin.. n• n.....
EecUon IN The Roof Md The nstdation Of Sb Equipment M Ak Condflon
UNts, Etc.
Woman WaWing OnThe Paid
Can use Damage Wasa kmScold Step Or
k Wal In Be Broad net Are. Of The Pound Md Avoid Stepping WThe Pond
Ends Md Edges Which Caren Win Be Beat By dHmdfing. If DID Damage I.
nThe Edg. Must Be Sudghtm Prior To fhDaUen Since The Appewma
Wea t Within. Of Be Panel Could Be Affected Dragging One Pand
Avg. Moths Can Out Ce Mande Be WoUng Cousteg Unsightly Marti On The
Pand Sudace
Attempts To Erect Panels During IKdY Cacdtien3 Mood Be Awhi To Prevent
Damage Md Of Safely CmdderaUons.
lewng Del Piled Agcinst Be Ederbor Wall Panels At The Fored.b. WE Wuse
Pad Damage. Thu Dirt May Be Wet Or At Umst Cantan Sane Mobdo, Wit
May Ho, spl.hed Data The WE Boring CansDuctka. eaRod. Damage May
Dawn Mare This Dort Or Mud Cmteds no Pmd In Min Who, dime
Stbl"vaffen Of The Sod Is Regubred, Wnssim Damage Farm Be gars Contml
Will Be Accelerated And Mal [Body Be Severe M Dot Mud Be Rernoved From
Be Paid WOOD At The Tune Of We rplOM, Of Work Pre -Panted Pands May
Requve Tout -up If The Waiting Man Bem Damaged During Heading Or p W,..
Thc Appearance Of The Boodmg May Be Affected If Damaged sport Or Saatbn
Are lauld In Highly IAsble plat. such M Ammd Darn, Windows, Eta If
Damage Is Wrodw Thm Replacement Of The Entire Pand Sadd Be Considered
Never Steo On Light Transmitting Panels
(LTP's) Or Unattended Roof Panels
Pand. May Whole.
*00 If Net Properly seared
Roof Panels Mud Be eampletdy Alkded To Be Funding Md M Panels On Ether
Sde Before May Con Be A Bate WaWng Botez Ught Tmnsmftum Pands LTP's)
Tmndused Pmds Can New Be Considerd M A Welding Wdace
Pmifdly Attached Or Unattached Pmds Sadd New Be Walked WI
Do Not
I. Step Co Rb At Edge Of Pantl.
2 Step Near Crease In Rb Al Edge Of Pmd.
3. Step Wffn 5 Feel Of Edge W Unseared Pmtl.
A Sought Roof Perot Must New Be Used M A Wart Ratfa , M USbA Approved
Runway Smld Be Used For Work PMV— (Wnmdt OSHA Saf.ty Md Health
ReguM as Far Be CamureN o b&,bA Safety Fire,
Building Ancharaae
1. To Determine That Th. Foundation he Square Measure Diagond
D'vnoubns To Be Sure They Are Of Equal length.
2 To Didneadna That The Foundation Is Leal, Set Up A Transit Or Lead
And Use A Lund Rod To obtain The Caw6on Al M Calumn;
1 Conalu➢y Chede no L Um of AR Anchor Rods Against The Andand
Rod Setting Ran Famished By The Mmufabburer. AB Do praions Must
Be Idenfcd To Assure A Roper Start-u,
Pre -Erection Notes:
The Fegowing Noun, Procedures And Su9geeted ReCommandOUN; Are Important Parts
Of The P"Erecuon Freese;
1.) Pdor To The Tune The Hatton pew Arises, A R.I.M. Person Shadd ousrk
The Job Ste Far Foundation Reodes; Shruaa, And Aamrocy And Anchor Rod as
And LON11 .
The Orawhlg $ham So- InSmbs A Method MhiN May Be Used To Mark The
FeundaUm And Baits For Square
24'
Anchor Rods
19onals Should
Equal
Mee.,... Non9 Miacent Sees Of Foundation Using A Pub Of Dimensions Sam If
The D'ngsnslOislonce Between There Points Is M Noted, Be Como 0 Square
Dicgme Neosursmenb edam Opposite Anchor Rods WII Iodate If There Balls
Are Set Square
It Is EztrelndY Important That Mchm Rude Are Plaoed Accurately And In
Htled to Mace WN A TemThe plate 01 5uWa Mole; So Met AaThy WJI Rboard
unom
Plumb And . Cored Location (luring The Placement Of The Cmsede A
Find Check Should Be Made After Canplelion Of The Cmerste Work And
Prior To The Sued WldlaUm This WI Me- Necessary Correclnne To Be
Made Before Costly Indol-Re Labor And Eire pmanl Anil
pia
Form Boa
Rods
Sheeting Notch End Line
(See Anchor Rod Plan)
B E
m
9heetng Notch 9homh
But Noy Not Ba Required
-• )!; s jar•:
r=- _--
3¢w
(See Anchor Rod Plan)
P-)ecUm Of Mchar Reds (D) Co. On Mchar Rod Ran
Singer., Notch
(See Anchor Rod Flan) Sled line
Form Board 'N t--
Template
.�Iq
1q
eae,1�
Dimmsons A B. And C Girn On Mchar Rod Plan
AISC Code Of Standard Practice For Steel Buildin And Bridges
Tolerances For Setting Anchor Rods
and r (19 And M cam) F (6 cam)
W. IF (25, 31. 38 cam) r (to cam)
r, Y, 2r (0, 50, 63 cam) F (13 cam)
Speofed Were
Center me
Sled use
B.H. Of
J'- Bose Rate
T � E Concrete �
ANalp� JRO ¢'rnur: JgyERANMG
c Hmhonte Variations Vary Depending
an Mrhm Rod Dissenter. See Aber
-
Erection Tolerances
ERECTION BRACNp
It Is Be Responsibility of The Enactor To Odenn.; Fumish And nddi At
Malso ay Supports Sueh M Tempos, Ouy; Beams, Fdsesalq Crhbb.g, or
Other Consents Required Fon The Enseom Opemtinn (. Accadance WIA Sadtm
TBridges).
.1M3 Of ANS/A6C 3D3, Code Of Standard POoelke For'Sted Nfid g And
I. ,sin , a::...
Height
Tolerance (t)
H/5oo
to'
r
12'
4•
15,
t
2a
3'
u'
r
30
(.
45'
Olt•
60'
fop'
1717,755.t
General Erection Notes
1.) A➢ Structure Fanner Members, Parl Cub. oils. Flange Brans Bel;
Brcdng System; Nmf And Wall PmeLq Etc Must Be insight As S,ren On
RecUm Brnings.
Il Is Edrenely Impabl Eelispi During Cmabactlm, Met Ponds Al The
se. Rakes Anal Rid.- Be Kalif S.G.G..
Panel Cautions And Notes
To Nrwnhe PdmLd of Co radse Achim At The Bdtarn Edge Of Wag Ponds, Be
Cmboalor Mat A. That The Forest, Roredses Arc person,
1.) The Caused. Faundafm Should Be Ord Fen A Y'rhgaen Of Seam (7) pays Before Wail
Prods Ara island, (Unouef Concrete is Mydy Abd.e And Mdd Pard. Cm Undergo
FVar`nW�De� Of Caseate Allard ft. n Chet canw With The Conseee) me, The
CauaWe b f Re CYNNdt�M.e The Rmclfm Belwem Mania co iisg. On End And The
2) Tap Of Raid Grade At SuUdg To Be A War. Of Far (4) inches Bdos
Bottom Of Pand.
1) TRIM Grade Is To Sop. Any From seudng To a. Proper oroinsge
Bs To Be Closed! fi. Around
ON Of Wdl Red WNN It May Cogccle t Couplings Of Rude 6yy Hax Aff Dirt t to Pand Notch Or On Bolt Tdm.
Wall Pond
aeon art Fran
Around Pand Bone
Paner Natoli (Slam)
Or Bose Tmn
Sops Finished Gmd.
Asay From B.J&,
Fastener Installation
Correct Fmlena h didurpn be Me a The Most tr,s, Steps When Instaining bef/bb,
Posts. Dd- The Fmdenc In MOM It Is Tght And The Maher 6 Frey SevlM W Not
Mardian rest..
A Sight eduadon of Keenness Around The Washer IaA Caad Visual Tigbnm ahadc Abs,
Use The Puts, Teat To Nsoq Faelmses A Fastener adea (Sse.w Da) VIM A RPM O!
17W-2W0 Should Be Uged For Sdf-pro g goes, A 500-60B RAI Fasbsv arise
Shaun Be Used Fur Sdf-Tapp.9 Scess Mon, Was Sso,sts Th® Om Cause The
Festers' To Wool Ma.g Inaldlaoon.
Notes Al-- Remo- mete FBng' From Serfves Of Ponds At The End Of Each
Wok Petod. RUSUng Figs Can Destroy The Pant Fuld, And Vold My Warmly.
Cored Cou p oodm Too Tight Ccanpression TOO Lvow Compression
Of Seeing Reader Of Seeing Washer Of scaring Weeder
Tape And Tube Sealant
Proper Tape And Tube Sedmt AppriwUm Is CUUN To The Waste
lightness Of A Bu3dag. Tape sealant Should Not Be Endorsed Man
Insisted. Apply Only To am. Dry Surf. Keep Ody Enough Sedan,, on
The Roof That Can Be Installed In A Day. During Warn, Wenihe, Stine
Seoonts In A and MY Plain During Cod Weather (bdoe 6a) Soused,
Must Be Kept Worm (60'-90') UnM Appraall After Tape Sealant Has Been
AppUed, Keep ProtcctM Pme In Row Una Pad Is Ready To Be Inddlad.
Important. Note
(Guide Of This 0 ' Reassamgs�5et Are Fen CrtnvNmpuidermes .d In This Only, And Not tMeat
To Be A➢-ndus.e Industry Accepted InstegoUm Practices MR Regard To
An Areas Not Speoficdly, pemssed . This Section Suauld Be Fdenied ody
Esperienced, Knosiedgeable .dallee Far on, W.Ih Accepted Practices Should
Be Used To Assure A Ratty PraiecG
It b Emphmbei Thal The Nonufacters' Is Only A Maafactae of Metal
Budd, CmlPmmts And Is Not Engaged . The restoration of its Products
Opiates' Eh@ressed By The Nanufocbrer Meet .aldraam Procthes Noted In
The Erection Oaide Are Intended To Represent Only A Guide, Both The Onnoity
Md Safely Of h dd.Um And The Illlknde pmlaner Satisfadim Wau The
Completed Buldng Are Detemmlned By The Esperimce, Expertise And Sails
Of The InstoOvaon arose, As Well As The Equipment Awgable For Hansen,
The Moderate Aided Wldlarism OP -Mans. Techniques And Sla CaneUaus
Are Beyond The Manufacturers Cmbd,
Erection Guide I— R2
PBR Roof Panels
Haim Roof Pantl
Suggested Method Of Purlin Attachment Far Bulding Accessories
Roof Jack Installation when Not Supplied By Building Manufacturer
Far PBR Ranh od !Anal Ridggee Pane, It , Keep, d That Bath Side Ot The
Ridgy Be 9hceted lanemsly. A6 W9 Hap BeTh,ulatim Cowed
AddOmnl ,s ldion
Gmerd InsfMel'm Not,
Far The
of Ties The Pn Ras Can Be Kept b Proper Nxyanmt
Nry Be RSV To FID
The Faux SWl And
Pudin Pudin Pmrn
T 0o Not Use Gohwiwd Root Ja Be Me, Reddindid Roof l
Gales YO
PcAman
Faalor Me Edgen a
Fa The Ridge Pmd Thh Is OiUcd On The PBR Ponds So Thd The Ridge Cops
Prevml Cmce mllon :� s ij++�
These Roof And In Case Of Ind,
Roof la . Net
De Not Hare Y�SeMa Hoof
CO- Be Pmpuly toslaged Qeck Fa Pmpv cowenge M The Sleeting pragrmsm
In Code. assets Regions
• 2 Fmtenere
Cease DO ion pl The Roof Pmd.
Yininum
Internet
p Use EPOM RubberRoof Jmka Win An The
_ IOstlaUm
B Yeld Buidn
Ocuble Faced Tape ( Y 9
(• Yo*as'°m 1• Y�nam
Pefm�c Oflha Base MOM Beef J°tla New A Tenpv°Um Range Fran -65F To
2127. Uses Sloane Roof Jvdm Fa High Ternpaobvea Ease, Roof Jvdm How A
-
bhaidan
To Be Used To Some Manufadma)
• CrP
Me pardare Rmga 01-1O0F To 4MV.
,advVm, d➢16
• ap • Fadenv
T RetroOl Roof Jvcks Ara Awlobfe For AWrmlhm, WMW The Tap of Me Fqa Is
(Not By Yell Budding Trin Ins inuan AM T. V.,i
• Hanger Type Adapter
roenal ETudnathg The Pombdtly Of Siding The Roof Jon* Ov The TOP I f The
Mamrochuv) Bok ,mldion Most Net Be
Eposetl To Weather
' Hanger
150 a ' 2 F°stmers •Hmgv
Pipe.
T Do Not Use Tube Sealant TO Sod The Roof Jock To The Roof Pmtls. Use ROD Tape
Wan Pantl
Mamnum Y'uwnum I W m loom
Sealer Between Th. Roof Jack Mtl The Roof Pand And Altadh The Roof Jock To The
hsdaUm
Mashnum M omarn
Roof Pantl With Fmbner 14 1 - 14 X r W M Wleadhar Al 1- 11 Around The
Fmerglam,sulaUon ;J (Nat By Metal Bad&,
TO OUTSIDE Of Sara, Ympfgchaer
��: P+: )
Clio Connection Clin Connection Fastener Type Adapter
�—
Bme Of The Roof Jadc Sea Table Bolos Far OvmlNea
T Ran The T Of The Roof Jock To fit O The P' ROD Down Th. Roof Jerk Osv
To Pull Web TO Purim Flange To Pullin Flange
And fie'
The Frye MO Apply Tape Far The PTap eSe M no Roof Jock ease Between
vooM B To
Thv Roof Jack AM The Roof Ps
Pmd. Apply Taper Seder Amend The Pipe A
f Ban
PL9DE 01 Budding
amp (Not By Bldg.
of B Over The Top Of The Roof Jack And FeMy
c A d I'M
n Partin
Tight. O For
llghlm To Fmm A Socare Cmpremlm Seat.
loll
Few Doted
(see Erection Drawings)
Fastener Mmd°1YR1Flat
T If The Ppe Dwnetor Is So large To Block The Flow Of Wolin Dom The Roof Pantl, A
Bme Rmf Olds Mast Be Installed Into The Rmf Md The Roof Jack WID Be
insdoVm
1•
n m
Shed�T The Csrb. A Tw° Pia, Whb Nay By Rembrd Nhm The Top Of The Pipe 6FndmU
Pmtls Sldesdl Panels
h�°�'
(Not Bugdmg
S• Yown°e1
®
*;2
4 , NOMern amolq Tha P' a Pmehatim 9icald Be Pmfecld Freon YWon
dYmm(oa6rc)
ea om)Matod
Pantl
Sus 1WW A Snow Retention Syslan MmediattlY Up SIWe Fmm The po�la
rytooter
ImloO The Fnt Run 01 Roof Ponds Aaron Thv Budding Fenn Eow To Eaw d
Mrs bmMVm Md T. VinylE.
• Mgle • Angle
•
Pantl P.M. Varies
TO Ridge. Ta Mae Proper Imldl°UO, Of The Rose Mon, The Starting
Bark InmloVm Must Not Be
flange HangerL=U.
Far Thv Mt Pond Mud Be As Shown In The Rake Ddors NaMded Wilh
The Dmwkya The Fvxl Run 6 Prepaly scaled TWTh
ozed To Weather
ostmen . 2 Ferrer,
US.m
Maori 150 I.B. Nor mum YWmum 100At
The Cmeat
Careat And Emw p
d E Fmlm To of Panels
.Rmf Pmtls Shedd
Finish Flan
At Eadh Pud, �
Seadrop,Mat
Be tort led So Tkwt Thv DdtlW 6, A
is A Asq Fan
, F Wand
Angle Connection
ClipTo
n,,D.nq
Refer To Appmprbly lW Oetvls ,dried &N The Section Orar'vhgv
%Ban M
• d '
To Pudin Web To Pullin Flange
urineWeb
Install Rernatotog Roof tosl-U- And Pmtls. To Avoid Acaundatlw Drar We To
Pantl Cmcage Gin Or Loa, Property Argo Eok Pmd Before it 6 Faslmed.
oe xn eulm p.m
Gcese and Mack. Swld Be Yode To Bona That Cmeal Panel On., 6
eta l
ap a eV see m
Yotolahed SPedd Attention Should Be Chen To Fmtmen Sealant and a.
Regulraamta Refer To Dclks melded WN The Aedian Orowtoga
(See as.11. Ormrings)
draw
Owned IDGmSt
At F6iWhg ad Of Rm( The Lent sands Yay Reldre Rod Modification Fm
Sdewor sands 9hmdd Be Inddled 5° That The Pantl Siddap Is, A D'vaGm
Deardim Of Rix Dins. Refer To Rake STURs included WiUh The Erallon
Oreshga, OD NOT BACK OAP I1p2Cl1Cl1 iA51FNE0 ROOF PANEIS
Away Fran Tha Frowning RIO& Rotor To APpr°priale lap Sold lnduded 1Vith
Eredtm Dra.,ga)
• Bond. Material Not Pr°videi By YeW Bar&, Madam,.
Np1L Roof Type° And hstonoaon Regemm6 M Vary. Refer To Thv
Half
The TOW Hanger land Stull Not Fxaod The Desyn Corchwal load Far
The Burring. Bxmplw
Install Pbe In Cmler To Allow Bme Of Roof lack To Lay Flat an Panel.
Cannot Fnmmpom More Than TSe: Of Pand.
Appropriate peWTa Fa Specific Pantl Used
Mok Perlodcony To Bananas That NI Ponds Are Aligned And Ham,.
5'-0 (Porto Spacing) H S-O (Hanger 5p°cng) H 6 PSF (condoner fmd)
IHPOBiBM: Loos. Faatmm, Read Rind, DM Yhgvingi Eta Ymt Be Ramwd
RoofCowr
F. The Roof TO CannotAgoiut [mown,
=
Sev150 Us.
Seal Fa Deign Colaterd Load Far This Budding.
Food Pmae Varfm -
Pre-MV,of
Nula 11 The Buddng le Dmigntl Far PS' Collateral load. Then Adding
My suspended Syr. (le. Dud Wok, Pob% Llgihb, eedhga Etc) M
convpmdngly Rdua The Dagn liw rood
/- VIA Fryer
/ (Not By Bldg, MD.)
SbtJ® Steel amp I—��T! ROD Roof Jack -
Wall Panels
Template Sleet
(Hat By Ed, NRJ I ( Dawn
PrWv Hylowid And Vertird Mgnment Of Supporthg Structure (ode Or ma,
Roof Curbs When Not Supplied By Building Manufacturer
Roof Jack -
Frmohg) 6 The RapcnehYTy Of The Installer. FeAae To Afro The Samdvy
mmhbas properly Prbe To Y(od Instani Can How A Dial Mead On The
Fmlmv (4
4
STEP 1
Fnd Appearance AM Pafm . By Th. instded Wag Satan Fa Thldh Tha
4
}14 s j' 50 W/Wmher
Yeti Bortdeg MmMoclmv 6 Not Ragrm%ble
AL CC
Nsb Baru lmgUh
getstar Mally
No
not M. Is VisAI. S y. The, Mould Be Dma Oeedr Meo4 01 Pond
y
p MO
IndaraUm
6• 1'_0• Yln.
Del fesVng May Be Aao mpfted By Standing A Section Of Bade k4a
VetkaOy
Yus Fnd°p
Roof Carl,
(Me Ron Tri-Beed Two a S<der '
j• w �• Hy3p4 Vert Pipe
Ago'emt The Boutin Get Fl°ngea At APpemunate Uld-bay Location
EndW v e
(Nat By Bldg. Mt.)
Rhin arts Me Lnet AfloA The Be Flengn To The Mgla SIN, Vise trip P6ee
�ant. SmwsWand BlockingCadTo Fit The Spaav Yry Nm Be Used
4' Yon. r
S -Se dHT�S cr
For A6Or
wa.r ve,a
(Nett By eldg. N,.) I ( =
T peon wary gal Blakhg 6 Not Recemmanded On Conceded Farmer Panda The
stacked Shoals
rtmt pmw
Roof Jock
Ranmol Ot The rll m After Pand larAi Uen eon On. W Ome, g.
Anne
To Be Drllei
Phvfm Igna FlcaUng Pmd
SWp�
' ,dmtm
Faatmer /4
STD 2 }44 x r W m W/Pfo tier
Roof Pantl Support bm4an
indoor. Oub Base Srypat location
At I' O.C.
Saw SWt
Keep Edges and Fader
Hp lift Hale
Of Pmd MmM
(Ii Reguved Curb Base
Td-Band Tape Surly jH
Dot
sinew Ananment Panel
(Through Festmed Pand Only)
��'A.
(Iodated Man spedan)
VIA Pqe
(Nat By Bld, Y5.)
Wand Smkhg
AAfte Mobil P.d% It 6 Mpmlmt To Clem Meld For, OR Al Pmd Sufmq
Sl°hlea Ste f aamp hddl Sl°tolmROD Roof J.& 5led awM d
,tludmg Belsem Ponds That Are Not ,zlvned Thal Day. To Awld Rust Slatoa
Call Cop Down CDT cop pp
(tool By Bldg. YhJ I ) Tighten Around Roof Jotla
Hg Outside Hall inside
Wall
Wan Pantl Tdya And Installation Detala N'H Vary. Refer To The Aedlm Dmwtom
goof Jak
And Odds Far The Brodi Pantl Used Far Yon Rojo,,
Pantl Rh Prafde
S11:P 3
Fmlmer J4
}44 w a U. SO W/1Tmher
SidaaO InMaem CmMat Tape
Dub
The Nhb pelvis Scam 0ustrale The Budding Ymmfmheen pammty
At 1' O.C.
Mud Yeast on
Stile And W Am6ade RapanvbnitY To ProNde
TO
Mengel It 6 The Fto
to�otbn TO Sod inalalbn
o !;
The Pepper pub
and, old ,star There AoI
Aa°rdmcv With The Precadms
Conner
lablished Mae. Farm r
BDa rRoof
TfFBad Tape Seder
emmmmdalyiaTha May Resuls,
to Domvging Theas
R t ll In The Spur, OrTh.
NW5p4
Base Mgle/Tmn
Esduded Fran Rmaff; s
War Pantl
Tape
AS Roof Cubs To Bo,Coolad
1..em Marahmn Or 1B Gan. Stdles Steel (No CoMI1. ® Or Gdvmistl
If Welts Are To Be ,slated Wth Blmkd lend°Von Over Dal CA Flmgea Base
2. Pand IM To Pmd Rd (No Flat skid or Wy-Ovvn Cubs).
And EM Pla@ A ConWuars Ran Of Cardind TWe Nang The E. shut Md
S. tododed MR Dam HR ad Osv Pmd And Up Hill ad Under Pand AppOmtim
Base Yvober.
Fa Raley Flaw Al Pmd Splice.
l UP UR Prewdion Far al, Applied Rod System, Me Reguved IM
Ygrc
m'Andload' "I'd 110 Up"' -
Al The Base Out oR The ,subt'vn A Ifinhman Of t' Abme The Bottom 01 The
b. Cub Base passes A R.1h,
Wall PondgTh6 WB Prevent The Hadar. F. Hangmq Below The War pond
Sos FFr
(4 !3d s By I Rem
!aimmm�
AM Wakto Udders,
hOr 1dary
6. Sn Wag.
Erection Guide
R3
RgaeP.V17
06
Secondary Steel AI)anment For All Vertical IMP Proke t_
al
a
Supped Aligmnml Umi6
buppal Spw
Nm'enmm
oeriafion liml
a'-0' tr Icn
G to 1/I6'
5-D' Ta 1p-o'
o' m 1 a'
lg-o—,I
O' t C
N serum,
Pia Tail Sealants
wtei. Groove
Jain! &dint
Noedc
M=b]J Arj$ ALIT �T
(Unaweptabt% Aeold These Candid..)
Eatei. CYoore
Ccu& Sea
LF Wall FoodFplp MPID➢ JgHr SSALWr
Eaw SW!
Inwoe Partners,
°' Sedwt
m W. Pig TO
lP Wd1 Pond
Locarfm of Eded.
Flashing &d.w
therm. Pig TaB
Sednd
Base
SEW AWAI. AT I*xB Jssa
SHUNT FIGNE. AT BAE
Erection Guide
'a P.O
. Pig Tall
at
Sol
Secondary Steel Alignment For All Horizontal IMP Proiect
I Sppat Sp. I n-" -
See 9ryport owest
odes Move
Fa DaiaGm Ibnita
BBid,
or
&M., WAR Budding WHO,
tr Lagw Or Lmgw I Or Imaw
SORREU AU NMFNT US ALIMMEN5-A (y, ME -AB Aa(y(. yf jT
Penetration Flashing Through -IMP Walls
%oche fail - If The PaclroUm 6 immgh M Wider Wawa val11W Wdl prod
JaisJ iatsMd Do 9AysH To WoIt Is Beat To Amid wtcmo�' m9 now, TheUs w Pmtl at, W, Us paaOItm coolly.
Mole Now Are Wmwe f W Ddass Wan 6teea&g A Pmtl Joint Cannot Be Awided
mg Tag Socket JO et "0"1 (anau..)
C. Plo e
Seal C. lacing. _ I
Pig TaB 5edwl — a
IdA( at PAS (Fuel"n9 Pastas How WA
adding Pmetrml - New we
If A Now Wad 6 wooed Memel M Wdsl PenabeL SWmI Mort Be Applied To Be
W�T ore & akave Of The Was Pmtl JNnt To PrercAd Wafer Wed,, Be Pad
SWm1 Pgwl. M,sl Also Be Apples To Be Inleeloce MR The Peiamdm Sealant M Be
Peetrotlm are males
Now, Peebmt - W a9 seep
If The Pmebel 6 betoad T6m9h M Bmrng WdL iUe- The Were, Was Mud Maw
Be- wddled Wiw Be Prtcia Jost f Weal Or M We w we Seclwt Mad Now Be
AVBd Nmg The Fate. Met Of The Pad blot For Be Full Height Of The Wa
(Unacceptable, Awid These Conditions) I Ederfor Applied Joint Cove mole
Sealant (To Top Of Wall) Sevlcet Locoam
Pwtl Cotoul
(a Rce PAYa) a PooMok Wang Wd1)
wadig upon oYeaset,
ntWa gde Of Be whoo pond Janke Us, How Jest fed. toFwNm M
Eus&g peetreat - New Mad
a M Wall Map Ww The M. Bade] a The Wwdar Us Of The WdL Be Wmlha
sal Doweled Abme N. Foodless M Be Vapor &d
To Prmet Water Vapm we69 The pmebdGa aft a Be was, Beetle, We of Be
was. PNtal SWm6 Neat Be Applied a TM Pmtl Joint To idbfvq With The Pelmet
SWmt or The PmetroGm awe- flat¢
Apply Ths
TVAod Baltmee Upas Of A. Posed at Out.r Sivelent To Be Scal Of Be o-Md-Roses Joht adtb At Be
Ofmd The Pgloi fetlmt Nmg Be Wads, FBd or The P.O b6t To lowsaw Wiw
The era. flak SWmt
Pig Tag Sedwl Pwd atwt
aver Plot.-
SeAont location !:
Seal Joint rarity At Tap
1. And Balloon Of Cola(
Pig Tao Seal.t
rPT MPS Mee Pmdrmt Woop wan)
Secondary Framing Alignment
iherma[Safe And Applied Finishes
Roof Jack Installation On CFR Roof
Thermmisafe pane] Notes:
or Vent Piles 8"0 Or Less
OHa My Fue Reddmce C.Imuity, E. Whin The Wad Assembly Itself
ThemdSnfe Pmd Nall- Are Card Use/uwaled CmstrueUm Data. And Do Not*F.
Rood Jac{ Rep Top Dan
Note: !gale Pee
M Raw
6 ErePeas
Resistance Roled
Furlhem.e. No Foe Re9taa. Rating 01 SWcturd Mmmbm Or opmwgs Is Prmid,,
swvJm sterol
(Not ByMetalawas BsedM
To
The Cab o1 BePmd
P. As PmblBe No
By Be Ywufacwra, Even Thagh It Noy Be Requ'ved On Be Project Consul! Belima
agmeer Of board F. The Qadl Project a Your lad Buddng
Td-Bead To,
6 It AmptaUs
Fa PmetroUm To Be
official Or Code To
Det.nme If Fee Resist.m Cawaafty Or ProtesUm F. SWchad Headers a
r a 4' IThrough
Pmd Rb.
opmmgs
Re Caked.
Caliaae UntleIs
eyed Yay Be Remade, To Tha
of Tha Wall Support FFew
wedded CmwdFadmen
Fastener Rat Pm4-14.
d4
r tLForePt%
m w/wWiallot
BUi T
Budding Cade Rg P jc
Foe Proledi. Of The SWctuW Nambm 6Al
MsaI
1' O.CNat
By M.wrets
By The Neld B ldmg YanufacWrer.Wood
Sackng Fa
Fltld eta! spray
Get Nigwm.t
Ta s heal- ea The Requbemmh M The cear E-119 Foe Resistance Raa The
Fda cosine].! M Approved OmdtieaN. Norkbg F. Sudcce
(Net Into eMy &. Be,r. ,,R, ._ ..
,
Insulated Netd
Homing
aorocfeisav tr Fee Ra6lwce
r Fe Re
to And Worker
Md Pipe SW Per es, Of
Step
Sdawdl P.O.
To Coolant To The RequuenmisOf The Pmd% E-119 Fae Resistmw Raag, The
Paetrotl. Wes wewme
SWmI NWSIo Beidre
Note
Wad Blocking Far
JOet Scalwte Are Sped6ed M A Moore SadwL
as Roof Jmk
To Ymueiaa Fa ssew Marsbe
Me] Cmdmidbm, The Oat.
Header ABgvnml
6 To at The Me iboutih Be
Applied Finishes
bleb
bleb And Wafer Pmd. M
M F.U. To The Ppe
Dwofer.
Apply TH-Beed
Nde B<Ive 6awaug Nadv6tl Metal sell Pmtl., The Olds Most Be Nl9ned To A IsN
Padxoa So Rot Thee Ie & yaps- Sal Thle Aceglum Be lima At The Flammed
OPmbg
It Ida aM ent To Pwpedy Store be Pmd, suds That No Worse Bemnes
Trapped Between The Pond. or I, The APPRed F.M Fa
Slddm stow crop
(Rot by Mob &Idng Ytr.)
Tape Sala
rt • M504
Una Dar Head basued dsaid P.O. Haw N. hwided Thm. Mad Be Come
DkreOy AAeatl Of Pmtl Iaatdoan.
Edeaded Period. Of
reeve Undw ced-la C.d-Um. E.lmded Eepmvw To MO6hlw During h oVer
M-Seed Tape Seder
aIAmend Rpe
Gd IeN' Y Be
Storage Ow Cava The Coating To SOH., Pod orStain. Be Dalai, To Store
The Toad Handles off Be Ground High Enough To Man For AD now To
r . a' HASM
Carus. UMm Bane
�
Roof Jag
y g
Be Ideas orrtFormA At Appedim:oo �9 ay InmUm. MI 0 Are Lamed, Mtotliet
Creators Beneath The Bundle And Prelmt Water. Mad Or &ow Fran Waring.JeweledFmlme
p
The gal Flmga To The Myer Ww yea trP Free w Temporary Sam. Woad med,, g
Cat
ore End of The Beadles Should Be Sightly Bowled It Is Recommended Thal
is pad
1-14. r It
To Fit Be Sam May Atre ere Used Far Apgmmml
The Plastic WYopplog Be of M The Way Around Be Bond. Near The Bose
Rea
m W/WmAa
Intennittetly So That Air May Flaw Freely Around The P.O. Raping
Prods YM Reduce The PassYulty Of Ram Or Sion Fran Entering
Of The
The Stack
N 1' O.0
P.O. If The Pmd. Or ore Trim mca at Wed Or NoishYe 6
Of
Noted Within
The Packaging, Mmedddy Renove Be Ilan. Far Separation And To Dry. ace
Fwd./flea Ow Be Slacked
Dry. Far Stooge And S aald Be Taped And
step 2
Pm! Texhned Products Me &!all SmdtFse Ponds May Shea Pdtvn
Nte-s- Phases, Md Could Vary From Pwducti. Res To
stood. Sled aomp
rn-Bead me &der
r . d' HdfD4
Rmivam
Predudial
Run. Pmd OmBe s Should Be Idmtlfied When Matedd, pro Sappfat
(Nat by Maid &idn9 Ytr.)
Be
Be Top Or Rmf bck
ld Daring
And oOOo/o0/OO
F DOProd.
TrFBes Seder�4
Tope &din Md
Roc. Pa Bundle Label DateLaod AtngBe Boranmm
Of The Label.
z 4e
SS� a� Stateless
Cmtbum. Bader sees
Fastener g4
Inspect Panels Pd. To InstaNN , All Efforts Are Mad. Beres Mwuf.d win of
Pwtl, To awe No Applied Cootings Becmmas Adhered To The P.tl
Fattener Plod
1-1N'A gas
M
RC
Interior of
Sddop Creowwec If Applied Covag. Is Present w The Pond gdelap @Doves,
1
COI Pend Suppler F. ImWeNans. Do Nat "I Ponds A. The Applied
Casual; In Be Grooves Cw Intofae Ww V,a, &,,eat
':.:s=:^:.
AVBs iw As in, M
Prewnl The P.ds Fan Fuoy Fngagmg.
K•
'i;.; :;,•r:..
Bald Rmow Applied C.agi Fran Roof And Woo True At Lap l N om
(Yin. 2' Lap Required)
Stepe3
—
Insulated Metal Panel Joint Sealants
J t &dent &amtenm6 - Dmmdng Upm The prokd's Raquheamts, Bmimle May Be
Rem" In The Paid Jdn6 a ate tr &w latWa Md E.bim 9tla Of Be WaLL a
sane Prokds OlNamt Ndl Mom May Nms DiHemt sedent Rmkmmt.
BePmtl May Be DeOwred Wiw The b'edmt Faclay Applied Or no setlmt May Reinke
gold WIdIaUmA
Fa' Be SpWRed
Tied hatdatidn of sWmt - All' Be Paid dalnl Salop wla Be Specified Nleb And
or FAleab Mete] cas se a Be P.de Fends Edge Be Scalmt Nod Be Applied
Paitinuady Md M Now M Pmala To The flalbn o1 The Roma
iismgdent Bad Sae 6 A- To i'. Mkd The Sedeni Bmd Sae To acme Throe
Y Canpek Md Cal6wme caiat of The SWmt Wiw The T.W. M Be MI t Pmtl
Thv Join! la Aaenbled But Not b Mad, Thal &dal la Woods, eta The Pmd
Fah
sedan! m91ay. -,It Is aural To F"^ne Casualty %The SWm6 At The InteseNme
&hem The Pmbb6 Md The Pedweas Flases, Assocrila
ARe- ls. Pmtl 6 Nora W ,so salads lahl Arced The BeeIn No rep Edge ,
Proyde A SWmt Bdtlge Betemm Tha Pmde blot SWmt Md The wtefa Pahnete-
fmlmis
At The Pad. Wed. Fos, Delmnbe Marc The Edab PIIjor sWm6 WW Be
"waded Apply &dart F'OO- Nmg The Pmd Edge To ProOde A Sedml Bridge &dram
The Pmd. Just gdml Mat We. Pe miler sedmis
hint Assanbly - rode The Pmtl Jain! BlatherlaA Sn xch Yollwe To Help a. The
WYface obpeslm Of The Sedans %Rla The ,brat ally.
Do Not AsammMe Tha Food JONt le A Mercer net Canses Be Jeinl To bias. And Thm
M s��oy Rus
e Be SWmt To Be gram ah
l Or BeThe Cadfy, LIM,I The t
C Uaa It The Joint 6 Assenbled And Thm Dimwnbled Be SWmt Most Be Mocked Aed
My DIVIssed &dent Most Be Replaced
Relumre'Fl9 TO! fWwti F. wddam nova&nor
Roof Jack Installation On LS-38 Roof
or Vent Pipes 8"0 Or Less
Dom
StaNas sted
(&t By Mewl eaceg
TH-Bead Tape:
Osamu. Ummer
Al
�Pe&ln uu
17el
wdaWa, Real b&
Tole
Mnmtre Fvamiw
M The Erect
actor
Md cat Do Has
lo The Nde TMmgh The
ed r A
Me] Pmtla As
Uses t1le T
To The Pip.
gMntle.Pmalle
APPIY Td-&ed
Tape Sale
STaWm Sted aanp
(Not By Ydd Woof Yfr.)
r . lr MWm I
Tri-Bmd Time &der
a
Continuous
Around Ply.
Peal Jack
OwaucesAUnnd Bfm
b
Fosterer g4
6Wded �56
mlww�
ftmi Pwtl
Pone!
pea.., m—
At I' as
roommee Step
Td-Seed Tope sale-
S-- Stoodgawp
r. d' HNsD4
(Not by U.W ear"' Ytr.)
Rep rep of Roof jack
TrFBmd=me Suter >
Over Tope SWm Md
Sews,Wm w madol
r }' HWm4 5
gee] camp
emamww wade- am
Pmlme N
Hatted LS-X
('14. r U.
Rod Pmtl
S w/So A.
Step 3