HomeMy WebLinkAboutB16-1920 000-000-000Builder/Contractor Responsibilities
Drawing Validity - These drawings, supporting structural calculations and design certificdion are
based on the order documents as of the date of these drawings. These documents dscribe the
material supplied by the manufacturer as of the date of these drawings. Any changesto the order
documents after the date on these drawings may void these drawings, supporting strucural
calculations and design certification. The Builder/Contractor is responsible for notifyingthe 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 Drawings - Approval of the manufacturers drawings and design lata affirms
that the manufacturer has correctly interpreted and applied the requirements of the oder
documents and constitutes Builder/Contractor acceptance of the manufacturers interpntations of
the order documents and standard product specifications,. Including Its design, fabricatim and quality
criteria standards and tolerances. (AISC code of standard practice Sept 86 Section 4.21)(Mor 05
Section 4.4.1)
Code Official Approval - It is the responsibility of the Builder/Contractor to ensure the 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 firm the
appropriate agency as required.
Building Erection - The Builder/Contractor is responsible for all erection of the steel aid associated
work In compliance with the Metal Building Manufacturers drawings. Temporary support; such as
temporary guys, braces, false work or other elements required for erection will be detemined,
furnished and Installed by the erector (AISC Code of Standard Practice Sept 86 Sectior 7.9.1) (Mar
05 Section 7.10.3) (CSA/Sl6-09 Section 29).
Discrepancies - Where discrepancies exist between the Metal Building plans and plans fir other
trades, the Metal Building plans will govern. (AISC Code of Standard Practice Sept 86 sction 3.3)
(Mar 05 Section 3.3)
Materials by Others - All Interface and compatibility of any materials not furnished by:he
manufacturer are the responsibility of and to be coordinated by the Builder/Contractoror A/E firm.
Unless specific design criteria concerning any Interface between materials if furnished a. a part of
the order documents, the manufacturers 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 n this
9 9 9 P
drawing. .Modification of the building configuration, such as removing wall: panels or braes, from
that shown on these plans could affect the structural integrity of the building. The Mdal Building
Manufacturer or a Licensed Structural Engineer should be consulted prior to making on, changes to
the building configuration shown on these drawings. The Metal Building Manufacturer wl 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 onlylocation,
diameter and projection of the anchor rods required to attach the Metal Building Systen to the
foundation. It is the responsibility of the end customer to ensure that adequate proviions are
made for specifying rod embedment, bearing values, tie rods and or other associated Isms
embedded in the concrete foundation, as well as foundation design for the loads impoed by the
Metal Building System, other Imposed loads, and the bearing capacity of the soil and cher
conditions of the building site. (MBMA 06 Sections 3.2.2 and A3)
BUILDING DESCRIPTIONS
Building ID
Width
Length
Height
Slope
Building A
60'-0
82'-0
18'-7
1 1:12
J"P A325 BOLT GRIP TABLE
GRIP
LENGTH
BOLT LENGTH NOTE. -
FULL THREAD EIGAGEMENT IS
DEEMED TO HAI7 BEEN MET
WHEN THE END 7F THE BOLT
IS FLUSH WITH NE FACE OF
THE NUT.
WASHER REQUIRED ONLY KHOV SPECIFIED.
GRIP WASHER MAY BE LOCATED UNDER HEAD
OF BOLT, UNDER NUT, OR A', BOTH AT
LOCAPONS NOTED ON EREC79N DRAWNGS
ADD 5/32" FOR EACH WASHR TO MATERIAL
THICKNESS TO DETERMINE GAP.
0 TO 9/16" 1 1/4" F. I.
Over 9/16" TO 1 1/16" 1 3/4" F. I.
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 34"
/
NO!!ON ERECTION DRAIMNGS
F.T. DENOTES FULLY THREADED
y
Ctallic building company
mm 7301 FAIRVIEW HOUSTON, TEXAS • P.O. BOX 40338
ZIP 77041 (713) 466-7788 ZIP 77240
ENGINEERING DESIGN CRITERIA
Building Code .............. 2013 CALIFORNIA
Cover Sheet
Building Risk Category ... Normal (Risk.. Category II)
actual deflection
Roof Dead Load
may be less depending on actual
Superimposed ................. 2.54 psf
member length.
; Collateral .... .. , . 3. 50 psf
BUILDING DEFLECTION LIMITS...-
(3,00 psf Acoustical Celling 0.50 psf Other)
Sidewall BLDGA WALLSWC
Roof Live Load .................... 20.00 psf no reduction
Ceiling Type 1 Acoustical or
Wind
Endwall BLDGA WALLEWD
Ultimate Wind Speed (Vult) ... 110.00 mph
Roof Limits
Nominal. Wind Speed (Vasd) .... 85 mph (IBC section 1609.3.1)
Purlins Panels
Serviceability Wind Speed .... 72 mph
Live L/
Wind Exposure Categpry C
150
Internal Pressure Coef (GCpt) 0.18/-0.16
Snow L/
Loads for components not provided by building manufacturer
180
Corner Areas 25.25 psf pressure -33.67 psf suction
Serviceability Wind L/
Other Areas 25.25 psf pressure -27.35 psf suction
P P
180
e maxi required based on IDs
These values are the um values re m q
9 ft area.
Components with larger areas may have lower wind loads..
P 9 Y
120
Seismic
Total Uplift L/
Setsmlc Importance Factor (Is) 1.00
N/A
SeismicDesign Category ...... D
Frame Limits
Soli Site Class .............. D Stiff SolI
Portal Frame Sidesway
Ss . . ..... 0,597 g Sds ... , ,
0, 526 g
S1 ... . .... ... ......... 01260 g Sol .....
0, 326 g
Analysis Procedure ........... Equivn lent Lateral Force
Snow H/
Column Line 1 & 4 2-3
SWA & SWC
Basic Force Resisting System B3 C4
B3
Response Modification Coefficient (R) 3.25 3.50
3.25
Se i sm I c Response Coefficient (Cs) 0.162 0.150
0.162
Design Base Shear in k l ps (V) 2.37 4.40
6.98
Basic Structural System (from ASCE 7-10 Table 12.2-1)
Crane H/
B3 - Ordinary Steel Concentrically Braced Frame
C4 - Ordinary Steel Moment Frame
Portal Service Wind H/
DEFLECTION CRITERIA
The material supplied by the manufacturer has been designed with
Cover Sheet
the following minimum deflection criteria. The
actual deflection
E3
may be less depending on actual
load and actual
member length.
E5
BUILDING DEFLECTION LIMITS...-
BLDG -A
Sidewall BLDGA WALLSWC
E7
Ceiling Type 1 Acoustical or
Other
Endwall BLDGA WALLEWD
E9 -E10
Roof Limits
Rafters
Purlins Panels
Live L/
180
150
60
Snow L/
180
180
60
Serviceability Wind L/
180
180
60
Total Gravity L/
12D
120
60
Total Uplift L/
N/A
N/A
60
Frame Limits
Stdesway
Portal Frame Sidesway
Live H/
60
Snow H/
60
ServIceabl U ty Wind H/
60
Seismic Drift H/
40
40
Crane H/
100
Portal Service Wind H/
N/A
60
Total Gravity H/
60
Service Seismic H/
40
40
Wall Limits
Limit
Total Wind Panels L/
60
Total Wind Glrts L/
90
Total Wind EW Columns L/
120
The Service Seismic limit as shown here Is at service level loads.
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 ksl.
Material properties of hot rolled structural shapes conform to ASTM A992,
ASTM A529, or ASTM A572 with a minimum specified yield point of 50 ksl,
Hot rolled angles, other than flange braces, conform to ASTM 36 minimum,
Hollow structural shapes conform to ASTM A500 grade B, min 'Mum yield
ppolnt Is 42 ksl for round HSS and 46 ksl for rectangular HSS.
Materlal properties of cold -formed light gage steel members conform to
the requirements of ASTM AI011 SS Grade 55, ASTM AIOII HSLAS Grade 55
Class 1, ASTM A653 SS Grade 55, or ASTM A653 HSLAS Grade 55 Class 1
with a minimum yleld point of 55 ksl. For Canada, material properties
conform to CAN/CSA G40.20/G40.21 or equivalent.
Bolted Jolnts with A325 Type 1 bolts greater than
1/2' diameter are specified as pre-tensloned joints in accordance with
the Specification for Structural Joints UsingASTM A325 or A490 Bolts
December 31, 2009. Pre -Tensioning can be accmplished by using the
turn -of -nut method of ti htenln calibrated wrench twist -off -t e
9 g, to
tension -control bolts or direct -tension -Indicator ns acceptable to
P
the Inspectin? Agency and Building Official, Installation Ins ecti
on
requireents anpretensioned joints (Specification for Structural
Jlnits
Section 9.2) using turn -of -nut method Is suggested.
The connections on this project are not stip critical.
Design criteria as noted Is as given within order documents and Is applied
In general accordance with the appplicable provislons of the model code
and/or specification Indicated. Ne ether the metal building manufacturer
nor the cert Ifying engineer declares or attests that the loads as
desI@noted are proper for local provisions that may appp Ly or for site
specific parameters. The design criteria Is supplied by the builder,
project owner, or an Architect and/or Engineer of Record for the overall
construction project.
This metal but ldlng system Is designed as enclosed. All exterior
components (I. e, doors, windows, vents, etc.) must be designed to
withstand the speclf led wind loading for the deslggn of components
and cladding In accordance with the specified bullding code.
Doors are to be closed when a maximum of 50% of design wind
velocity Is reached,
The materials by the manufacturer will be fabricated in a facility
that has received certification of accreditation for the Manufacturers
of Metal Bullding Systems (AC472) from International Accreditation
Service (IAS). This certification Is recognized under Section 1704
of the IHC for approved fabricators.
Framed openings, walk doors, and open areas shall be located In
the bay and elevation as shown in the erection drawings. The
cutting or removal of glrts shown on the erection drawings
due to the add Itlon of framed openings, walk doors, or open areas
not shown may vold the design certifications supplied by the metal
building manufacturer.
X -Bracing Is to be Installed to a taut condition with all slack
removed. Do not tighten beyond this state.
Using standard 5x5 eave gutter with 4 x 5 downspouts, the roof drainage
system has been designed using the method outlined In the MBMA
Metal Building Systems Manual. Downspout locations have not been
located on these drawings. The downspouts are to be placed on
the building sidewalk at a spacing not to exceed 54 feet with
the first downspout from both ends of the gutter run within
1 feet of the end. Downspout spacing that does not exceed the
maximum spacing will be In compliance with the building code.
The gutter and downspout system as provided by the manufacturer
Is designed to accommodate 4 In/hr rainfall Intensity.
The wall construction by others at building(s) A and sides) A
has a self weight of 5 psf. This wnht has been utilized in
the design considerations for the building's seismic design. The wall
support beam and connection to frame is not by MBM,
Building Separation In frame direction,
The calculated Maximum Inelastic Response Disp lncement for
this bullding In the taternL cilrectlon Is 2.0 Inches.
Section 12.12,3 of ASCE7-10 requires a minimum separation
of the SGuare Root of the sum of the squares' between this building
and the adjacent building to avoid damage.
The required separation may be forger depending upon the
calculated drift for the existing building. Metallic has
no responsibility for the behavior of the existing building,
I6 E �CHrIf
Drawing Index
F1 AnchorRod
E2 Anchor Rod Details
F3 Reaction Drawings
E1
Cover Sheet
E2
Primary Steel BLDGA
E3
Roof Framing BLDGA
E4
Roof Sheeting
E5
Sidewall BLDGA WALLSWA
E6
Sidewall BLDGA WALLSWC
E7
Endwall BLDGA WALLEWB
E8
Endwall BLDGA WALLEWD
E9 -E10
Main Frame Cross Sections
Ell
Connection Detail
R1 -R4 Erection Guides
R5 -R13 Construction Drawings
R14 Trim Profiles
r
O S• -
c./7
PERMIT # 3-(
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CODE COMPLIANCE
DATE '*" BY
NOV 02 201uq
REVIEWED
FOR CODE COMPLIANCE
NOV 10 201'
INTERWEST
CONSULTING GROUP
13TJTTF-
( 0T.1NT
OCT 2 6 2.616
DEVELOPMENT
SERVICES
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Sco/e: NOT TO SCALE
Drown by JOE 7/14/16
Checked by. JAM 7/15/16
Project Engineer. SG
Job Number: 15-B-39475-1
Sheet Number El of 11
)ears hereon is an employee
the manufacturer for the
terials described herein. Sold
it or certification is limited
the products designed and
nufactured by manufacturer
y.The undersigned engineer Is
the overall engineer of
ord for this project.
cold W. Bennett. RE
No. 0050732
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73D1 TOMEW • HOUSTM TEAS • P.O. 801( 40538
ZIP 77041 (il. 166-7838 ZIP 77240
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Customer.
Project Name u° Location.
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GINNO CONSTRUCTION INC
MAISIE JANE'S
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CONVAIR AVE STE 2
3764 HEGAN !IJ
CHICO CA 95973
CHICO CA 95928
BRIAN GINNO
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DrawingPrellmino V�-�
Status:
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O'f;'WROJtCTS\xDS-`rSG7-00 FW41E .n;(15 r -3n4` /ve 01-sg t ,r, e,:/61o'o-A/Grfc/x11L Eng/75-D 947/:er0l-scuiterrez/Eh1g-A,iCrftg/x11R 7/ 6/16 15:22:57 7/ 6/16 15:22:57
CY.'RRO,?"CTS`;XDS-Vn C=-00 Fu' SE,-
GDIEERAt NOTES
MAIL CL_Ai ANOFS 'h^Mrd ARE A FPDXIF7,A' AND
MAY VARY *LE TO CONN i1ONS (G CCTiON)
V:',Mil-AL CLEARANCE DWEN5IONS ARE F,R.0
FIMSHED FLOOR Rf_FERENCE EL_vt.,Ti A
w
ci _ --
5'
12
5 -Oj 4,
CROSS SECTION SECTION AT FRAME LINE "3"
- G"
d
L2�iJ TE to ii'7 ry#V 1 e'�
C. U
$
REVIEWED
FOR CODE COMPLIANCE
NOV 10 2013
INTERWEST
CONSULTING GROUP
a
c -I,;. ,ial caL1
(FOR TOP AND BOTTOM BOLT. PAT
r—
CL;_N' ' ,KW' 10 _ uR 1P- ; `ONNECIs OilQ,. 1_
\�
`� i✓�rl
CONNECTION 36, 31 OR 3P
C"1NNECTION 4B, Al OR 40
C',INECTiON 3
CONNECT...N 4X
CCNIdECiCd 1E
CONNEC1l0! 2E
CONNECTiCS
Cl NNE ION ar ] C'04 'rCTI N 4E
4 P //2 F [d
TT _C CONNECTION DESIGIATION
BLANK. = STANDARD (ONNECTION
I j H =7 HEAVY CONFECTION
3 BOTTOM CONNECTION ',ODE
BOTTOM QUANTITY OF BC -T ROWS
9 III r t NECTON DESIGNATION
9
BLANK >TANDARD CONNECTION
i H HEAVY CONNECTION
L OP CONNECTIONd CODE
OP DUAN I I , OF BOLT ROWS
CONNECTION CODE FOP,M/T
I CON: rC iOIN CODE DESCRIPTION
6= "�ilS DESCRI?TIO! C CODE 1S USED D ACU t' SH -AR CONNECTIONS. SOLI ' ARE. LOCAED INSIDE
THE 70P FLAIZE AT40 CONNECTION' PLATE IS RECESSED 1/8" BELOW THE TOP FLANGE. ONNECTiON
PLATE LENGTH MUST8E A MINIMUPA & HALF '.HE RAFTER WEB DEP-1F! AND SHALL NOT ElCEED T9-rE
RAFTE? TOTAL DEPT:`!.
!C = "H;a DESCRIPTION CODE IS USED TO D; -FINE MOMENT CONNECTIONS. BOLTS ARE LOC,TED L'lIT11
I `H IEI OuISIJE 1p, OD OR FOili0 f ri_ANAND THF REMAIN)MG3 SETS ARE LOCATED NSiDE THE
.OP OR 601-10111 FLANGE.
F HIS OLSCi-rON COLE i4 USID I10 DrEltaE MOMENT COMNIECTIONS. DOLTS ARE LOC,TED INSIDE
THE TOP OR BOTTOM FLANGE AND CONNFC120il °LAE PROJECTS 1/2" B=YOND. THE TOPDR ED' ,40N-1
I F ANv:r.
I f TWIT DESCRIPTION CODE i3 USED TO U F v MOMENT CONNECTIONS. BOLTS ARE LOCITED INSIDE
OP f BCT`JM FLANGE AND )INEC !-! P A,E IS RECESSED 1/E" BELOW THE ;0' CR
COT',C.A FiLk4Gc.
P = T',11,1 DESCRIPTIO+ C -ODE IS USED TO OFTN" SPEAR CONMTCT!ONS. BCLTS ARE LCCATD INSIDE
i 'PIE 10P FLANG" ANC, CONN -C -50N PAT': S CF D 1/5 BELO"' THE TOP FLANGE CINNECON
r PLATE i N 1 J l- R7 i. MIN. A ., ..flF L A.LF "HE r = FTFR VER DEPTtd AND SHALL NOT r<CEED THE
g EAFTIi;? TO P_ Dk'PYN.
° 4X t7 THIS ^ OE IS DyEc TF, DLF;Nt'MOMENT CONNECTIONS. BOLTS ARE LOCATED WITH
i LE'L wEIS EACH 'E Or TEE. tit )k S7 v h.AhCE M i A OU';SET PLATE OUTSIDE 'HE TOP AND
FLANGE- OR COLUHN CC' PLA".
L
NAME
-�
--
CONNECTION BOLT DIMENSIONS
F85_
•�
i
D
D!AMEfER OF THE BOLT
1/2"
3/4"
7/8"
CONNECTION 2B, Z OR 2P
- Cr z Rb_'TION 2'F
\�
`� i✓�rl
CONNECTION 36, 31 OR 3P
C"1NNECTION 4B, Al OR 40
C',INECTiON 3
CONNECT...N 4X
CCNIdECiCd 1E
CONNEC1l0! 2E
CONNECTiCS
Cl NNE ION ar ] C'04 'rCTI N 4E
4 P //2 F [d
TT _C CONNECTION DESIGIATION
BLANK. = STANDARD (ONNECTION
I j H =7 HEAVY CONFECTION
3 BOTTOM CONNECTION ',ODE
BOTTOM QUANTITY OF BC -T ROWS
9 III r t NECTON DESIGNATION
9
BLANK >TANDARD CONNECTION
i H HEAVY CONNECTION
L OP CONNECTIONd CODE
OP DUAN I I , OF BOLT ROWS
CONNECTION CODE FOP,M/T
I CON: rC iOIN CODE DESCRIPTION
6= "�ilS DESCRI?TIO! C CODE 1S USED D ACU t' SH -AR CONNECTIONS. SOLI ' ARE. LOCAED INSIDE
THE 70P FLAIZE AT40 CONNECTION' PLATE IS RECESSED 1/8" BELOW THE TOP FLANGE. ONNECTiON
PLATE LENGTH MUST8E A MINIMUPA & HALF '.HE RAFTER WEB DEP-1F! AND SHALL NOT ElCEED T9-rE
RAFTE? TOTAL DEPT:`!.
!C = "H;a DESCRIPTION CODE IS USED TO D; -FINE MOMENT CONNECTIONS. BOLTS ARE LOC,TED L'lIT11
I `H IEI OuISIJE 1p, OD OR FOili0 f ri_ANAND THF REMAIN)MG3 SETS ARE LOCATED NSiDE THE
.OP OR 601-10111 FLANGE.
F HIS OLSCi-rON COLE i4 USID I10 DrEltaE MOMENT COMNIECTIONS. DOLTS ARE LOC,TED INSIDE
THE TOP OR BOTTOM FLANGE AND CONNFC120il °LAE PROJECTS 1/2" B=YOND. THE TOPDR ED' ,40N-1
I F ANv:r.
I f TWIT DESCRIPTION CODE i3 USED TO U F v MOMENT CONNECTIONS. BOLTS ARE LOCITED INSIDE
OP f BCT`JM FLANGE AND )INEC !-! P A,E IS RECESSED 1/E" BELOW THE ;0' CR
COT',C.A FiLk4Gc.
P = T',11,1 DESCRIPTIO+ C -ODE IS USED TO OFTN" SPEAR CONMTCT!ONS. BCLTS ARE LCCATD INSIDE
i 'PIE 10P FLANG" ANC, CONN -C -50N PAT': S CF D 1/5 BELO"' THE TOP FLANGE CINNECON
r PLATE i N 1 J l- R7 i. MIN. A ., ..flF L A.LF "HE r = FTFR VER DEPTtd AND SHALL NOT r<CEED THE
g EAFTIi;? TO P_ Dk'PYN.
° 4X t7 THIS ^ OE IS DyEc TF, DLF;Nt'MOMENT CONNECTIONS. BOLTS ARE LOCATED WITH
i LE'L wEIS EACH 'E Or TEE. tit )k S7 v h.AhCE M i A OU';SET PLATE OUTSIDE 'HE TOP AND
FLANGE- OR COLUHN CC' PLA".
L
D (BCT DIAMETER) - D (BOLT DIAMETER
HD (HOLE DIAMETER) HD (HOLE DIAMETER
T�_,Cannecticn ,Coda
phFBa s
-` _-
(See ESPdAX .n table)
BottomConnectionCode_
EED(S)
PF
TT YT
PF
- — Top Connection Code t
- _ S
S
Splice Bolt Spacing
See BSMAX
BSMIN
and Splice Bolts
BSMAX See BSMAX in Table
PF
TB YB Bottom Connection Code -
PF
1 EED(S) or EEDK
STANDARD CONNECTION DESIGNATION
(CODE 4E/2E SHOWN)
RAFTER
COLUMN
PF
CONNECTION PLATE
(REO'0 SPACES) 5 LENGTH IS EQUAL TO
OR GREATER THAN HALF
THE RAFTER WEB DEPTH
E+�ODi l
BOILS IFA' BE
P" LD INSTALLED IN
FITHER DiRECl10N
CONNECTION B & P
(Low Side Shown, High Side Similar)
NAME
DESCRIPTION FOR A325 BOLT DIMENSIONS
A325
CONNECTION BOLT DIMENSIONS
F85_
•�
i
D
D!AMEfER OF THE BOLT
1/2"
3/4"
7/8"
1"
1 1/4"
1 1/2"
_
HD -
BOLT HOLE DIAMETER
9/16"
13/16"
15/16"
1 1/16"
1 5/16"
1 9/16"
BOLT GAUGE
2 1/2"
3"
4"
3 1/2"
4"
5 1/2"
G
MAX. WEB THICKNESS (Max. Pg" Fillet Weld) WITHOUT WASHER
i"
1 1/8"
1 7/8"
1 1/4"
1 3/8"L
1 8"
MAX. WEB THICKNESS (Max. {" Fillet Weld) WITH WASHER
3/4"
7/8"
1 5/8"
7/8"
7/8"
1 7/8"
HGY�
HEAVY CONN, BOLT GAUGE
N/A
2 1/4"
2 5/8"
3"
3 3/4"
4"
NiCIRMAL BOLT SPACING
2 1/2"
3°
3 1/4"
3 1/2"
4"
4 1/2"
_S_
B°MIN
MINIMUM SPACING BETWEEN TOP & BOTTOM SETS OF. BOLTS
1 1/2"
2 1/4"
2 5/8"
3"
3 3/4"
1 4"
MAXIMUM BOLT SPACING BETWEEN
BSMAX (tIj") WHEN BSMAX = 2'-0{}" TO 4'-0
BSiA AX TOP AND BOTTOM SETS OF BOLTS
.Q
LOI PLATES LESS
ON CCNU EC "
SPLICE BOLT
SPACING
�1/2
1/3 BSMAX (t�") WHEN BSMAX
= 4'-O�g" TO
6'-0
J
THAN OR EQUAL TO 3/4" THICK
(NOT TO EXCEED
2'-0)
6/4 BSMAX (±k) WHEN BSMAX = 6' -Oils TO 8'--0
l
--
MINIMUM BOLT -TO -FLANGE CLEARANCE AT OUT OF NUT
1 1/2"
1 3/4"
1 7/8"
2 1/4"
2 1/2"
2 3/4"
J
BFCD
SEE BOLT AT FLANGE DETAIL
MIN!MIUM BOLT -TO -FLANGE CLEARANCE Al CONNECTION PLATE
(BFCD + RNWT) PF INSIDE
OF FLANGE IS INCREASED BASED ON THE YT
& YB VALUE.
Tr
SE BOLT AT FLANGE DETAIL
PF FOR CONNECTION
B, F, I AND P ARE THE SAME AS USED ON CONNECTION E
a
NY7
NUT AND 'WASHER THICKNESS
SEE BOLT AT
AND .15625'
FLANGE DETAIL. NUT THICKNESS IS EQUAL TO THE BOLT DIAMETER
WASHER THICKNESS IS USED EVEN IF A WASHER IS NOT REQUIRED.
-
__
Fz RNWT RISE ON NUT AND WASHER THICKNESS
U
'THICKNESS
TOP FLANGE
REFER TO FRAME CROSS SECTION DRAWING FOR LARGEST
FLANGE THICKNESS EITHER SIDE OF THE CONNECTION.
Lil TB TICKu ESS BOTTOM FLANGE
YT
BOLT SPACING TOP (ROUND UP TO NEXT 1/2", MIN = S)
3" + TT
3 1/2" +
TT
3 3/4" + IT
4 1/2" + TT
5" + IT
5 1/2" + TT
n
YN
BOLT SPACING BOTTOM (ROUND UP TO NEXT 1/2", MIN = S)
or TB Sloped
or TB Sloped
or TB Sloped
or TB Sloped
or TB Sloped
or TB Sloped
U
EED!S)
MINIMUM SHEARED END EDGE DIMENSION
1 1/4"
1 1/4"
1 1/2"
1 3/4"
2 1/4"
2 5/3"
D(RL
M'NIMUM ROLLED END EDGE DIMENSION
3/4"
1 1/8"
1 1/4"
1 5/8"
2 1/4"
EEDK
END EDGE DIMENSION AT KNEE CONNECTION
1 3/8"
1 3/8"
1 5/8"
1 7/8"
2 3/8"
2 3/4"
M-lIP1UM BOLT CLEARANCE FROM
WITHOUT WASHER
7/16"
5/8-
3/4"
13'16"
1°
1 3/8"
E C'?"i
A FLANGE OR WEB WELD.
WITH HARDENED WASHER
9/16'
3/4"
7/8"
1"
1 1/4"
i 1/2"
WCSP.^
MINIMUM WIDTH OF CONNECTION PLATE (Standard Connection)
5"
6"
8"
8"
i0"
12"
WCHM
MiN!hAUM WIDTH OF CONNECTION PLATE (Heavy Connection)
N/A
10"
12"
12"
16"
18"
TCPAIN
MINIfdUPt, THICKNESS OF CONNECTION PLATE
1/4"
3/8"
7/16" 1/2"
5/8"
1.
FED(R) G FED R1
D (BCT DIAMETER) - D (BOLT DIAMETER
HD (HOLE DIAMETER) HD (HOLE DIAMETER
T�_,Cannecticn ,Coda
phFBa s
-` _-
(See ESPdAX .n table)
BottomConnectionCode_
EED(S)
PF
TT YT
PF
- — Top Connection Code t
- _ S
S
Splice Bolt Spacing
See BSMAX
BSMIN
and Splice Bolts
BSMAX See BSMAX in Table
PF
TB YB Bottom Connection Code -
PF
1 EED(S) or EEDK
STANDARD CONNECTION DESIGNATION
(CODE 4E/2E SHOWN)
RAFTER
COLUMN
PF
CONNECTION PLATE
(REO'0 SPACES) 5 LENGTH IS EQUAL TO
OR GREATER THAN HALF
THE RAFTER WEB DEPTH
E+�ODi l
BOILS IFA' BE
P" LD INSTALLED IN
FITHER DiRECl10N
CONNECTION B & P
(Low Side Shown, High Side Similar)
HEAVY CONNECTION DESIGNATION
(CODE 4EH/2EH SHOWN)
BOLT
SS
MIRED)COLUMNOR NWT
RAFTER FLANGE
RNWT
PF BFCD,
BOLT EDGE DISTANCE
Fo v ruse Documentation
A325 Comnection Balt Details
B 4E/2EH
Connection Code
(See "Connection Code Format"
on this drawing)
Connection Location
CROSS SECTION CONNECTION CODE KEY
(AS SHOWN AT CONNECTIONS ON FRAME CROSS SECTION DRAWINGS
EED(S)
Top Connection Code_
YT
S
--splice Bolts _
g See 85MAX in Tcblo)
T
Splice Bolt Spacing See BSMAX
BSM!N
and
BSMAX
Bottom Connection Code-
YB
EED(S) or EEDK
PLATE
2 (IF REQUIRED)
BFCD
BOLTS MAY BE
FIELD INSTALLED IN
EITHER DIRECTION
BOLT AT FLANGE DETAIL
(Top Flange Shown, Bottom Flange Similar)
'Flange Brace Material Schedule
Pairt Mark
n wn
3.
L 2" x 2" x 14 Ga,
F85_
•�
i
L2"x2"xS"
F87_
ill
I
.at undersigned
the overall eng engineer Is
of engineer
r
record for this project.
HEAVY CONNECTION DESIGNATION
(CODE 4EH/2EH SHOWN)
BOLT
SS
MIRED)COLUMNOR NWT
RAFTER FLANGE
RNWT
PF BFCD,
BOLT EDGE DISTANCE
Fo v ruse Documentation
A325 Comnection Balt Details
B 4E/2EH
Connection Code
(See "Connection Code Format"
on this drawing)
Connection Location
CROSS SECTION CONNECTION CODE KEY
(AS SHOWN AT CONNECTIONS ON FRAME CROSS SECTION DRAWINGS
EED(S)
Top Connection Code_
YT
S
--splice Bolts _
g See 85MAX in Tcblo)
T
Splice Bolt Spacing See BSMAX
BSM!N
and
BSMAX
Bottom Connection Code-
YB
EED(S) or EEDK
PLATE
2 (IF REQUIRED)
BFCD
BOLTS MAY BE
FIELD INSTALLED IN
EITHER DIRECTION
BOLT AT FLANGE DETAIL
(Top Flange Shown, Bottom Flange Similar)
'Flange Brace Material Schedule
Pairt Mark
Material
FB4-
L 2" x 2" x 14 Ga,
F85_
L2"x2"x14 Ga.
FB6_
L2"x2"xS"
F87_
L 21' x 24" x 4°
Gusset Plate
0
(At Rafter Outer Flange shown)S a °
w
D (BOLT DIAMETER) 0 Moi
G ED R HD (HOLE DIAMETER) all J
' �.. Z N U
J
EED(S) o Z< O1
Z < 0 ® ❑
U
S �wS
PF LL 0.7re0 o
TT YT F `�
PF
e
S
Splice Bolt Spacing iN
See BSMAX Z �" ❑ ❑
oN
BSMIN
and m
BSMAX warn o
U
=U—V' y
0 0
° O V O Z
y ZnUQ ;O
$ UzUNVa] Q
Scale: NOT TO SCALE
PF Drawn by. JOE 7/14/16
TB YB Checked by. JAM 7/15/16
PF Project Engineer SG
S Job Number 15-B-34475-1
Sheet Number. Ell of 11
EED(S) or EEDK The engineer whose seal
appears hereon is an employee
th t f th
Gusset Plate
.or a mann ac urer or e
meterlcis described herein. Said
(At Rafter Inner Flange shown)
seal or certification Is limited
4X CONNE(CTION DESIGNATION
to the products designed and
manufactured by manufacturer
_
( COEDE 4X/4X SHOWN }
.at undersigned
the overall eng engineer Is
of engineer
record for this project.
BUTTE COUNTY
k lllLC ' t a DIS,/IE310N
ELL
FOR CO DEC OM�PLIIAANCE
NOV i o 2015
INTERWEST
CONSULTING GROUP
I
FIELD SEk ICE PR C^ DUE" FS �-
AUTHORI<J10N FOR CORRECTIVE INOF ?4
UNLOADING. HANDLING AND STORING MATERIALS
ROOF AND WALL PANELS
DAMAGE DURUNG CONSTRUCTION
N MR ER TO Gs,,. YOU PROMPT SEF !CLS AND KEEP N I .Y,I.EMS TJ A 1,5„I1411M. PLEASE
NORMAL ER. -CEN OPERATIONS INCLUDE HE CORRECTION OF MINOR MISFITS BY MODERATE
L. - A GREAT OF TIME AND TROUBLE CAN BE SAVED
AMOUNTI
THE BUILDING
SARIS
MANUFACTURER'S WALL AND ROOF PARRS INCLUDING COLOR COATED, GALVALUME &
THE c r
OF WCORKMAIIDURI IN STEL ERECTION, CONSTRUCTIONFTHEMET PRACTICES, AND
YAP:__c ANY °,a r c CAREFULLY CHECK
3 S:LISTWHIL M;' LCC;: CHARGES ;`J THE FM.LVNIM MAF
r - r ?
SING OR CUTYM AND a CrCF ELEMENTS INTO
AMOUNTS OF RAVING, CHIPPING, DRIF
—
ARE G
OARED AT THE BUILDING SNE ACCORDING TOA PRE -ARRANGED PLAN.
PARTS ARE HE BUILDING
GALVANIZED PROVIDE EXCELLENT SERVICE WIDELY VARIED CONOITESE ALL
LING MI
DURING THE CONSTRUCTION THF. METAL BUILDING CAN
HANDLING METHODVC
a
m
PACKING EAR:
3 YOUR PA•.CX NaG T. ST Milli UN! CAOiPJ='. 6T.4R,( AV' 7=�,,?5 g'.HL, r, FFJ:FE TO BE MISSING AAP?
NO RE CO THE
LINE THROUGH h_ USE OF' DRIFT PINS ERRORS i4H'CH CAIJPJCT BE CORRECTED BY T!E
PI
ATI
PROPER LOCATION AND HANDLING OF COMPONENTS WILL ELIMINATE UNNECESSARY HANDLING.
FULL
L.I r
DING & ERECTION PERSONNEL SHOULD FULLY UNDERSTAND THAT THESE PANELS ARE
S � T HE PPF r !
A T THE A
T APPEARANCE AND PERFORMANCE OF THE BUILDING PRIERS.
t SOBNA THP Fr: 0 SERVICE eS .i 4 THE -D EDE S; .H !N THE TITLEESP BLOCK AS
MENS OR WHICH REQUIRE IFI TIE CCA.4iERECTR,
QUALITY
QUALITY MERCHANDISE, WHICH A?ER!TS CAUTIOUS CARE IN IIAHDLING,
PANEL DAMAGE UURdlNG CONSTRUCTION CAN 3E THE RESULT OF FAULTY INSTALLATION
PANEL MAG DURRI
( SCO*: AS FOSSIr3':F., CAL!J-!G .: Cm,EOhE ELS_ ..0"D GLLRA P?L RROPER RESPONSE,
SOMEONE IE
THENERACHANCES
ATOR'EF
91OULDIi`B
SII^vt7?D BE 4TJRTEU IN AED;A7ELy TO THF OWNER Ay0 FABRICATOR d'f TIE EF;'eCi GR, TO
NOTE: PIECE MARKS ARE STENCILED ON PRIMARY STRUCTURAL MEMBERS AT LOWER
METHODS AND/OR CCARELESSNESS.
ENABLE WHD?VR IS RESPONSIBLE IS 'HER TO CCRRLCT THE ERROR OR TO APPROVE THE MOST
END, 1'4" FROM END. INSPECT ALL SHIPMENTS PRIOR TO RELEASING THE TIE -DOWNS
UNDER NO CIRCUMSTANCES SHOULD PANELS BE HANDLED ROUGHLY. PACKAGES OF
SHORI'MAWftF S- 116,5DIA;a' Y UPON D=- 42Y OF MAT6LAL, QUANT'IES ARE TO BE
EFFICIENT AND iCONOM CA!_ METHOD OF COR?IECTION TO BE USED BY OTHERS. (AISC 303-10,
FOR LOADSTHAT MAY HAVE SHIFTED DURING TRANSIT!
SHEETS SHOULD BE LIFTED OFF THE TRUCK MITI EXTREME CARE TAKEN TO ENSURE THAT NO
OVERDRIVEN FASTENHERS CAUSE INDENTATIONS OR SHALLOW POCKETS IN THE PANEL AROUND
bE'- zE6 BY It t iTOxi:�i A -' 4i- QIJANP IEE F{1>7 ARE BILI - C ON TIE MMILIO
SECTION 7.14) NAR G5 SECTION 7,14) IF THE Ed4J: IS TIE FAULT OF THE MANUFACTURER,
DAMAGE OCCURS TO ENDS OF THE SHEETS OR TO SIDE RIBS. THE PACKAGES SHOULD BE
THE FASTENER HEARD, RAIN WATER OR CONDENSES MOISTURE COMBINED WITH ATMOSPHERIC
DOCILVEWT, NUISER THE V NHIALIMER NOR THE CA96:!FR i5 RESPONSTP. F FOR THE
AN "AUT!OIATION FOR CORRECTIVE WORK" MUST 9E ISSUED IN WRIT114G BY THE
RE^!'•FMBER, SAFETYFIRST!
STORED OFF THE GROUND SUFFICIENTLY HIGH TO ALLOW AIR CIRCULATION UNDERNEATH THE
POLLUTANTS (PRINCIPALLY SULFUR DIOXIDES) AND DIRT PARTICLES OM LECT IN THESE
?qT JAL ',HOP -,At .'S AOA+- i THE QUAtDTI'S 6 .AEG vrJ SHIPPING DOC'AA FT IF SUCH
MANUFACNRERTO AUTINORZE THE COTCC? x!' WORK, AT A COST NOT TO EXCEED ME
BLOCKING UNDER THE COLUMNS AND RAFTERS PROTECTS THE SPLICE PLATES AND THE SLAB
PACKAGES. THIS AVOIDS GROUND MOISTURE & DETERS PEOPLE FROM WALKING ON THE
POCKETS. THE COMBBI,NATION OF PCLLUTANTS AND WATER CREATES ACID SOLUTIONS THAT
SHOR A ES ARE NOT NOTED ON SIPPING DGt JWN!S Mi.N T ' MATER -AL I ? EI :RED,
MAXIMUM TATA! COST SET FOP. IN. Al TERNATIVE CORRECTIVE WORK OTHER THAN THAT
FROM DAMAGE DURING THE UNLDADING PROCESS. IT ALSO FACILITATES THE PLACING OF
PACKAGES. ONE END OF THE PACKAGE SHOULD ALWAYS BE ELEVATED TO ENCOURAGE
WLL CAUSE CCRROSSION DAMAGE TO THE PANEL AND FASTENER. RAIN MAY WASH SOME
N. THEN" u° r . q . v q GE. P. c .:E NTLF r
A_O A.,KP..rN�CI)GE. P THE CARET:'•'. A.,.NT, E. THF CALMER L, Ih. laA.J... A.I"JRER.
-
PROPOSED n• 71' "iNiTM CLAIM" MAY BE DINECIFO BY THE MANUFAONRER IN SHE
OSED LI E
SLINGS OR CABLES AROUND THE MEMBERS FOR LATER LIFTING AND ALLOWS MEMBERS TO BE
DRAINAGE IN CASE OF RAIN. THE MF'H EXERCISES EXTREME CAUTION DURING FABRICATING AND
POLLUTANTS AWAY, BUT MOISTURE IN THE FORM OF NIGH HUMIDITY CAN KEEP THESE AREAS
CLAIMS' FOR S=i?:RTaGES RRF TO BE MADE BY 'RIE CUSTOMER TO THE COMMON CARRIER. IF
L.AY
" ONLY � DEPARTMENT ,
' AIJTHORiE CORRECTIVE WORK. O,L.: THE FIDS SERN__ OE.
BOLTED TOGETHER INTO SUB—ASSEMBLIES WHILE ON THE GROUND. EXTRA CARE SHOULD
SHIPPING OPERATIONS TO ENSURE THAT ALL PANEL STOCK IS KEPT DRY. HOWEVER, DUE TO
WET AND CONTINUE: THE PROBLEM. OVERDRIVING THE FASTENER ALSO FORCES THE SEALING
QiJANPNG RECEIVED ACCORDING TO TN
THE MATERIALOTHE I D, O
.4..TMEtIT
? - a
AI,7HORIZE CGf [CTIVE k`rJRK.
COO EC
ALWAYS BE EXERCISED THE UNLOADING OPERATION PREVENT INJURIES FROM
CRIMPED CONDITIONS, WATER FORMED BY OF HUMID AIR CAN BECOME
WASHER FROM UNDENIT THE LEAK AT SETS POINT. PROPER
SCREW HEAD CREATING
c
p
,AERE
FGM,
FEED OR T}il.
GILDED "r' T: .H RP!NG. PONTIS, B:T E TIES ORDERED, THE
ES" THAN THE QUANTITIES
D E
HANDLING THE STEEL AND TO PREVENT DAMAGE TO MATERIALS AND THE CONCRETE SLAB.
TRAPPED BETWEEN STACKED SHEETS. WA'rR CAN ALSO BE TRAPPED BETWEEN THE STACKED
R CAN ALSO B
B ,
TORQUE AOJISiMENUT OF THE SCREW GUN OR FmEFERAB_Y THE USE OF A DEPTH GAUGE
E
u
PL
ARE F'. -=TOO TO COMPLETE -NE ME`FAL BU i. ACCORDING TO THE
ACC RDI
1 GM O
1 - 1 ° ; r F
FtrlAL CLAY,. THE "FINAL CLAM WRITING MUST B.- FORWARDED BY THE CUSTOMER TO
IF WATER IS ALLOWED TO REMAIN FOR EXTENDED PERIODS IN BUNDLES OF PRIMED PARTS
SHEETS WHEN EXPOSED TO RAIN. THIS MAY CAUSE DISCOLORATION CAUSED BY TRAPPED
WILL ELIMINATE THEE PROBLEM OF OVERDRIVEN FASTENERS.
'a
o
: hANUFACNRER.
LAEN E
O'R;hR G^•:s1J75, CLAIM iS TCO BE MAO` ' 'tc
,N
SMT -0'.n' WEN (10) DAYS OF COM?i_'ePRN OF THE CORRECTIVE WORK
THE MRIZED
SUCH AS GIR1S, PURLINS, ETC., 711E PIGMENT WILL FADE AND THE PAINT WILL GRADUALLY
MOISTURE. THE STAIN IS USUALLY SUPERFICIAL &HAS EFFECT CN THE APPEARANCE
w
SOFTEN REDUCING ITS BOND TO THE STEEL. T'NEREFORE, UPON RECEIPT OF A JOB, ALL
OTR..E
OR SERVICE LIFE OF THE PANELS AS LONG AS II IS NOT PERMIT ED TO REMAIN ON THE
IT IS EXTREMELY IMRPORTANT THAT ALL DRILL SHAVINGS FROM THE INSTALLATION OF PANEL
rvr WA .ED O^nEFECT!vE?ATeR AL. — DAMAGED OR GEFECTIM MATERIA,. REGARDLESS OF
DIRER
AUTHORIZED B17r,'E M;'{NLrACTU?ER.
BUNDLES OF PRIMED PARTS SHOULD BE STORED AT AN ANGLE TO ALLOW ANY TRAPPED
PANELS. HOWEVER, MOISTURE IN CONTACT WTTN THE SURFACE OF THE PANELS OVER AN
FASTENERS AND F!LLUNGS FROM THE SAW CUTTING OF PANELS BE REMOVED FROM THE
IiiE DLGRkE ue I-QAMACE, MUST BE NOTED ON THE T.;HIPPINC UOCIWE473 BY T.E. CUSTOMER
WAVER TO DRAIN AWAY AND PERMIT AIR CIRCULATION FOR DRYING. PUDDLES OF WATER
EXTENDED PERIOD CAN SEVERELY ATTACK THE FINISH & REDUCE THE EFFECTIVE SERVICE LIFE.
PANEL SURFACE. CCORROSION CAN OCCUR IN A MATTER OF HOURS WHEN THESE SHAVINGS
r C rG t ^ 1 NOT
AND A E - FD !P! 5<i. aN0 BY THE CARR;,R'S S-... T TIC MANUFt:; TUBER IS
_
THE CUM^ MUST INCLUDE:
SHOULD NOT BE ALLOWED TO COLLECT AFJU REMAIN ON COLUMNS OR RAFTERS FOR THE
SEE R1-07 'DAMAGE FROM CONDENSATION OR TRAPPED WATER."
OR FILUNGS ARE NCOT REMOVED AND ARE ALLOWED TO COME IPI CONTACT WITH WATER OR
.kNs4 .NQ.
FOR MA'ERaL OAW IVEO Xt LN,.QANPIG F P;+ f A ., Orc c
- NES E A b1ERii
1. ACTUAL NUhAFft OF MAN-HOURS BY DATE OF L11RLC, tA60k USE ON CORRECTIVE WORK
c
SAME REASON.
CONDENSED MOISNNRE. WHEN PANELS ARE PRE -DRILLED OR CUT IN THE STACK PRIOR TO
r, � rI .' J„ _ 1 <r It c I
INCLUDING, MIT NOT L'=LETT., v (A,,:L.v_R.., - ,>_tT MITA , U" d "-!." CcCT.ctl., &.:uJEFi°JG
A r
MHN, ACTUftI HW:.LY RATES HF FAY
AND
I t .! B ,R
2. AND CE )N TOT-._ DIRECT LAIC..
THE COAT OF SHOP PRIMER IS INTENDED TO PROTECT THE STEEL FRAMING FOR ONLY A
CAUTION: � 5 S S
CARE ALWAYS BE TAKEN WHEN WALKING ON PANEL.. U E SAFETY HNE,
F
EP,ECP.O>i ALL SHAVINGS OR FILLINGS MUST BE CLEANED FROM BOTH 510E5 OF THE PANEL
_ _
T r ..7 _ CS"
SEWME ANC/OR ^A' -RAGED 8-f Y'ATER W,i:;k: I5- THE POSSESSION OF
OTHER
T COST DRECTL
3, OTHER CASTS 04 ACNn:. D, ...LT ,:AF,u:'.
SHORT PERIOD OF EXPOSURE TO ORDINARY ATMOSPHERIC CONDITIONS. THE COAT OF SHOP
N r I
NECESSARY!
AND RILL WHEN NECESSARY. PANELS ARE SLIPPERY. WIPE DRY ANY MOISTURE OP, SURFACE
c,r
TO PREVENT CCRP.07_:.,h OF THE PANEL BY THESE PARTICLES IT {S IMPERATIVE THAT THE
ROOF BES F T r
AT LEAS. DAILY AND TO AT COMPLETER. THE FINAL
014ERTNR:
V
g1HERS. P„t,t.:ir{D 0:: NL., T,,, 4+4'LFJAR IHAt TC„ia•+E`' '.:., ;?( TTI.:..SVT MUST BE
-,:r. .,
E lIV
4. COST Cr MST..RIAL. (NO' MINtrR SUP?LIFO AU i'Y?!ZED BY 1” MANUFACNRHR TO P.L
PRIMER DOES NOT PROVIDE THE UNIFORMITY OF APPEARANCE, OR THE DURABIUN AND
C..
nRRO510N RESISTAF:GL OF A FIELD APPLIED FINISH COAT OF PAINT OVER A SHOP PRIMER.GREATLYF
MATERIAL THAT HAS PUDDLED FROM BUNDLES STARED ON A SLOPE. DEW, FROST, 02 OTHER
I 'F
F THE SHOULD BE DONE PRIOR INSTALLING THE GUTTER SO THAT THE
CLEANING OF THE PROOF OR INS
,_ ,p ry P
.r. A,:E'� UNSQ%-KFO AT.. ORE? BY THE R 4 :PFO.:I Irl (, Ru4 Y:?'EHE
PURCHASED TiCM O' IIF' THAN THE 1'AN- ACT?':E2, INf,U,CING COPIES (IE (TRIO INVOICES.SHAVINGS
FORMS OF MOISTURE INCREASE THE SLI�PJR.!JESS C= ih_ PANELS. ALWAYS
DEP AN LEFT O
ARE NOT � DEPOSITED INTO TIE GIJ ITER AND LEFT TO CORRODE. ANY OTHER
MANUFACTURER, R CT ua-c k'A. Tea FOR A
tT. 4ur...T RF.. THE CU. , LAWST MAKE LI1 , f a EAC?. CIRECT.Y TO T!F.
MA . F I - ::OU ate, - RILR r c e T 1 H,
Ai; o'uDA it R�:_R !O A l i.?R,LL.I HE J.TOIS T....
I :LI
S C c t ; .r.,,,
8• NEEP- AC 11L D"ECT „OH7 0( CO. R_CTI ft N.,n..: (SUM O' i, 2, 3 & 4}. TfE °FINAL
TOUCH-UP OF THESE MINOR ABRASIONS IS THE RESPONSIBILITY OF THE END CUSTOMER. ALL
ASSUME PANEL SURFACE N SLIPPERY &ACT ACCORDINGLY. NEVER WALK OR STEP ON
SKYLIGHTS OR TRANSLUCENT PANELS!
ION OBJECTS OOP. DEBRIS LEFT BY OF SHOUTS ALSO BE
.PUT .EAE ... .
CLAIM N LIABLE
ORMVLI T' I! C014MOtJ CABLES IH M?IH!! ACTT. -,;H 15 NOT I.IABL rGk ANY
CLAIM" MITRE EIGNEU AND CERTIFIED TRUE AND CORRECT BY THE CUSTOMER. "FIN.A
°r t P R ! - - 6 -
PRIMER SHOULD E_ TOUCHED UP AS REQUIRED BEFORE ERECTION SEE Rt 0 IIT -EU
ERECTION THE R CF
REM D ERECTION OF THE ROOF AND THE INSTALLATION OF
REMOVED FROM THEE ROOF. DURING
VY
CIAM Y;yAT°^cvLiY Lh„JI N( B:JT NOT HATED r., LiL+' Gr,::: £S OF CCkSEC.IE�NTAI
CLAIMS” ARf CREDITED TC Ti1E CUSTJMCR EY 7r£ hAl FA P'F'R IN AN AMOUNT NOT TO
"SHOP PRIMED STEEL"
USE WOOD BLOCKING TO ELEVATE & SLOPE THE PANELS !N A MANNER THAT WILL ALLOW
TONING
EQUIPMENT SUCH A S At CCNDITONING UfdI1S. ETC...
e
INS!,:, +:.: FLI"M TN. CU9:',RAPP'S US,: OF OAMA ED :T" DEFEC IVR MATERIALS THAT
EXCEED IHELESSFR OF THE M.AXIMJM TOTAL COS' SET FiR !r !! WRITING IN THE
MOISTURE TO DRAIN. WOOD BLOCKING PLACED BETWEEN BUNDLES WLL PROVIDE ADDITIONAL
A c
PEP.SCJNEL WALr.INOG ON THE PANELS CAN CAUSE DAMAGE. WORKMEN SHOULD STEP OR
o
n. r .-, Tnq p
BE "_ CCT_° , 1 ... IIW<
T
"A.UTHC#R ZA O'! FCR CORRECTIVE W'RR!C' OR TU A!. PCNA. DIRECT COS? ()F CORRECTIVE
2
TEMPORARY SUPPORTS
AIR CIRCULATION. WHEN HANDLING OR UNCRATING THE PANELS, LIFT RATHER THAN SLIDE
WALK lid THE EROALD FLAT AREAS OF T1E PANEL AND AVOD STEPPING ON THE PANEL ENDS
❑
WORK.
—
THEM APAR"T. BURRED EDGES MAY SCRATCH THE COATED SURFACES WHEN SHEETS ARE SUD
AND EDGES WHICH (CAN BE BENT BY CARELESS HANDLING. IF THIS DAMAGE IS SEVERE, THE
c
a
i
O L THING I NOT CA4 gni RF R:` tiCN
r - - "-"
e r
TEMPORARY SUPPORTS, SUCH AS TEMPORARY GUYS, BRACES, FALSE WORK, CR!BB!N., OR
OVER ONE ANOTHER. NEVER ALLOW PANELS TO BE 'WALKED ON WHILE ON.. THE GRD!;!'.).
n e c
EDGES MUST BE STARAIGHTENED PRIOR TO ERECTION SINCE THE APPEARANCE AHD/OR
_ r I >. n PP_ c,
INIPO TAF ^te _ COST OF N Cp IPMISIT (RENTAL O.. DEPRECIATION), SMALL TOOLS,
OTHER EIEMENTS REQUIRED FOR THE ERECTION OPERATION WILL BE DETERMINED AND
WEATHER TGHTHESSS OF THE PANEL COULD BE AFFECTED. DRAGGING ONE PANEL. ACROSS
Fvr RMT MFT -%AL - ? My -FAP,T c p : 'vtS 'H. Rr}1T O RECOVER ANY
`.I;KER,A,>I.. d, .tnrLA" AND : ROnT ATR NOT ,:.. .mE'-,IE?, TO CLA!rnS
FURNISHED AND INSTALLED BY THE ERECTOR. THESE TEMPORARY SUPPORTS WILL SECURE
ANOTHER CAN CUT OR ABRADE THE COATING CAUSING UNSIGHTLY MARKS ON THE PANEL
,v`,
>'
BY a, T::RTAL DC IIrvp.G IN ! XC OR iF I)k. Ra. JI.'tE.E? ' H '' DER Dfi JI.:'i373.
THE STEEL FRAMING, OR ANY PARTLY ASSEMBLED STEEL FRAMING, AGAINST LOADS
SURFACE
4
Sr! PM NTAROVAL T!.,. EVERY EFFORT WILL BE MADF TO SEE THAT THE. CARRIER
COMPARABLE IN INTENSITY TO THOSE FOR WHICH THE STRUCTURE WAS DESIGNED, RESULTING
INSOALCa AIM - IN INE EVEEVEM7 OF ER"Ory - MIS-WALR MUST PR(N•i,"'tLY MAKE A WRITTEN
ARRIVES AT TH JC SIT+ NJ IN, REO sSTED DAY AND AT THE REOJESTED HOUR.
FROM WIND, SE19AIC FORCES AND ERECTION OPERATIONS, BUT NOT THE LOADS RESULTING
ATTEMPTS TO ERECST PANELS DURING W;NDY CONDITDNS SHOULD BE AVOIDED TO PREVENT
I;-
=I; -
CI -AN' T
CIANSA r THE KAIUFA r r :R "P.- Or DESIGN,
MANLF4 TUR RMAXES NO WARRANTY AND ACCEPT,,, NO RE r ONS: !JTY FOR COSTS
FROM T'HE PERFORMANCE OF WORK BY OR THE ACTS OF OTHERS, NOR SUCH UNPREDICTABLE
DAMAGE AND FOR SSAFETY CONSIDERATIONS
CP
r
` xrT* xLL OF MATE.RcAS FABRCA VN E ;COTE.-
+SSOUATED IM A SHIPMENT NOT ARRIVING AT A Rr QI rSTED TIME UNLFSS A SEPARATE
LOADS AS THOSE DUE TO TORNADO, EXPLOSION OR COLLISION. (SECT. 7.9.9 AISC CODE OF
DRAINAGE'
CP
THE ,A Cum".4, INCLUDES:
P;„REEMENY H; BEEN MADE'. IN WRICING FCR k ;VARA!: -. LEO ARRIVAL TIIVt,
STANDARD PRACTICE, 9TH EU.).
p/%
I_€AV1NG DIRT PILED) AGAINST THE EXTERIOR WALL PANELS AT THE FOUNDATION WILL CAUSE
i DL '. TKN OFT NATO."',AN E T"yT Cr EK RI A! s GLUDIHG CL- 4T TES
r ' '`!F.
PANEL DAMAGE THIS DIRT MAY 0': WET OR AT !.EAST tWLL CONTAIN SOME MOISTURE. MUD
MAY HAVE BEEN SPPLASHEO ONTO THE 'HALL DURING CONSTRUCTION. WRR951UN DAtdAGE
g
a
IO' O T! ` N'? , A D EAI, NT O PR:+'Osv CORREC WORK N-MUDING
! ELEVATE
�
FSIEVAT u h tJ POOR„
MAY OCCUR WHERE THIS DIRT OR MUD CONTACTS THE PANELS. IN AREAS WHERE LIME
0
o
7 MATERIAL TO BE PURCHAS`D FROM OTHER THAN YALE w NUFAC,TURER, INCLUDING
STADILIZATON OF TUNE SOIL IS REQUIRED, CORROSION DAMAGE FROM THE SOIL'S CONTENT
°
ESTL`rA'RO CJATN R7RE_ AND COST,
WILL BE ACCELERATTED AND MOST LIKELY BE SEVERE. ALL DIRT MUST BE REMOVED FROM
4 MMMUM TL' l- LOS7 OF PROPOSES CORM ,,:IVC" W,' -A d.<J MASiERIA 70 BE °Un;uHASED
THE PANEL WALLS HAT THE COMPLETION OF THE WORK. PRE -PAINTED PANELS MAY REQUIRE
"ROA'. OTHER THAN THE M h4FACTITFr?.
TOUCH-UP IF 1TRE (COATING HAS SEEN DAMAGED WRING HANDLING OR ERECTION.
C
U°
3
THE APPEARANCE OOF THE BLDG. MAY BE AFFECTED IF DAMAGED SPOTS OR SCRATCHES ARE
-0
o m
to
LOCATED IN HIGHLY' VISIBLE PLACES SUCH AS AROUND DOORS, WINDOWS, ETC... IF THE
n z z m
DAMAGE IS E%7E'NSNVE THEN REPLACEMENT OF THE ENTRE PANEL SHOULD BE CONSIDERED.
2 w_ v
®
❑
n
O
R1-01
R1-02
R1-03
R1-04
R1-05
TYPES OF F 3I ,7H _r
DAMAGE IPOM CONDEEC" ATIC)"! OR "'RAPPED VVATER
SAFETY COMMITMENT
ROOF MAINTENANCE GUIDELINES
rEa,v
H; sR 1 u i EI
IT !:> EX'1'''R?ry IMPORTANT THAT THE PANELS CE MONITORED FOR EVIDENCE OF TRAPPED
T
THE BUILDER/CGNTRAC70R IS RESPONSIBLE FOR APPLYING AND OBSERVING ALL PERTINENT
+ INSPECT ROOF FOR DAMAGE AFTER HEAVY STORMS
-
E QilL
ALVR'o5 O SC 1 SYSTEM rr
SRU h . F THE !._IAL Y Not FABRICATED O!
WA't£R OR MCSTURE CO'+;D"cNSATCA, V TLE Af F.I'7VG E6? CTOtr. ,i{GH NuMIUITY CONCITONS
SAFETY RULES AND OSHA STANDARDS AS APPLICABLE.
m INSPECT AND RESEAL AS NECESSARY ALL ROOF CURBS AND OTHER PENETRATIONS WTH
o a °_' 3�
RrSI MATERIAL O: CONR
cC E; BY A CO-ERFOR4 RESISTANT, COATING ARE
CIF."
CORROSION ,!SINE
VM TEMPERAU'RE CYCLING WILL CA COVUFNSATGN BEPAIEEN THE PANELS WITHIN THE?
O„ .,T
TIE BUILDING HAS A COMMITMENT MANUFACTURE COMMIT' BUILDING
URETHANEWYS
a= 4=
RA!N3TD Tl COAT OF SHOP PRIMER M ER19, THE PER-'Tr'.:r:PNCE RE;811P•EL?Fir"S OF
C SH IME
BUNDLE CAN OCCUR FRLQ.,tN..-Y MF.,% THE SEA COAST OR OTHER LARGE
THAT CAN BE S V
CQ!SPO THAT CAN BE SAFELY ERECTED, HOWEVER, THE SAFETY COMMITMENT AND JOB
GET MAN
•ALWAYS GET MANIJFACTIiRER APPROVAL BEFORE MAKING ANY MODIFICATIONS TO THE
z 0
❑ ❑
SS PAINT S Eu_'IvAT'?1,d HC, 13. Til COA Or SF PRIM R !S INTER ED TD PROTECT
N E
F WFESAT.-_:,
BODIES OF W.?ER,
ACTIC
SITE PRACTICES OF THE ERECTOR ARE BEYOND THE CONTROL OF THE BUILDING
ROOF
o
T3_ SEE FRAMING FC, OM A SHORT PERM, OF EXPOSURE TO ORD:MARY ATMOS'FERIC
_
MANUFACTURER,
m REPAINT ANY AREAS THAT ARE SUSCEPTIBLE TO RUST AS REQUIRED.
0 �i n
CONDITIONS, SSD' PRIMED t Y,r,OH !S 3`OitEi? iH Ti' FIELD PEN^u:-C ERECTIONS
SHOULD
IF JOSS! C COERS ARF U"EO, THEY SHOULD BE TED AWAY FROM THE BUtALE" AT THE
IT IS STRONGLY RECOMMENDED THAT SAFE WORKING CONDITIONS AND ACCIDENT PREVENTION
m WHEN PERFORMING ROOF MAINTENANCE, ALWAYS TAKE THE F9LL04ING PRECAUTIONS
¢ n a
6E KEPT FREE OF THE GROUND AND SO POS IC NEIJ AS TO R. "INI!ZE WATER-HOOD+NG
CORNERS TO LLON A'R CRCULAT.ON AROUND THE BUNDLE E. THIS WILL HELP PREVENT
PRACTICES BE THE TOP PRIORITY OF ANY JOB SITE.
• USE FALL PROTECTION AND OTHER SAFETY EQUIPMENT AS REQUIRED.
� ¢ m 0 •o•
POCKETS, DJBT. MUD AND C,NFR CONTAMNA11ON OF RE PRIMER FILM, REPAIRS OF
MOISTURE EWRORATIMG FROM THE GROUND OR PCrEDiNr FLOP' FROV CONDENSING ON THE
LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, WHETHER STANDARD
+ DO NOT WALK ON ROOF FLASHINGS SUCH AS CUTTER, RAKE, HIP OR RIDGE
z ¢ m z $
DA.!AGE 0 �'' )IEE SURFF e AND/Q' REMOVAL OF FOREIGN GN MA Lrv!::L CUE TO !MN'P.9PER
PANELS. PLASIA OR OTHER IMPERMEABLE CG\%'R.5 ARE +nT R COn{3aEtlDED IMMEDIATE
STATUTORY OR CUSTOMARY, SHOULD ALWAYS BE FOLLOWED TO HELP ENSURE WORKER
FLASH.
l 0> ¢ z In
c
EL ONJT..0 = -Sr - s a
F O 57CzACc (. SITE C I (` ARE N L R,,,, +S-FI.ITY OF THE M
ACTION IS REUIRED IF THE PANELS ARF. ROUND TO rE' ! FROM ANY CAUSE. Mt
SAFETY.
• DO NOT WALK ON LIGHT TRANSMITTING PANELS (I.TP'S). THEY WILL NOT
E m0 a
a. n .WL;FACNRER.
MAN ACTCRI R ISN RFEPOF�S4M.F FOR DATE. MIR TI(? OF THE SHOP COAT OF
BUNDLES MUS BE OPENED AND EACH PANEL UNSTACKED A4i! 1NOPOJCr+..Y C41ED ON BOT!
SIDES. RE TETE PANELS AT A S! luhT FM;L.. W. EACH OTTER ?0 PREVENT NESTING
MAKE CERTAIN ALL EMPLOYEES KNOW THE SAFEST AND MOST PRODUCTIVE WAY OF ERECTING
SUPPORT A PERSON'S WEIGHT..
o o U p z c
- z
v+
: PRIMER G2 s.URRGS!GN THAT MAY CESuLS F••- u YPOi rr TO ATMOSF>iERIC AND
-STICKING
WILL ALLO.IN A? CIRCULATION AND ASSIST IN KEEPING THE PANELS DRY. IDI SEVERE
T
A BUILDING. EMERGENCY PROCEDURES SHOULD BE KNOWN TO ALL EMPLOYEES. DAILY
, GUARD ALL LTP S AND ROOF OPENINGS.
z
- m S W
MIR ,. a; _
EN.ThOIW Lt f. L GENOTE%ONS, PJOR THE C0':APATBIL!TY 0'?" lHE PR'?AER TO ANY F1ELT7 APPLIED
CONDITIONS LRGE FANS CAN BE USED TO ClIRSULATE AIR BETVrEN THE UNSTACKED PANELS
;,., c
MEETINGS HIGHLIGHTING SAFETY PROCEDURES ARE ALSO RECOMMENDED. THE U_E OF HARD
HATS, RUBBER SOLE SHOES FOR ROOF WORK, PROPER EQUIPMENT FOR HANDLING MATERIAL
_
STEP ONLY IN THE PANEL FLAT DIRECTLY ON OR IN CLOaE PROXIMITY TO A SUPPORTING
U U N v m O
COATNG. MENCFR AMASIC" TO THE SHOP COAT (INCLUDING GALVANIZING) CAUSED of
AND ACCELLLR:TE DRYING. DAMAGE TO rrE PANEL C.'. ,NG G. r URS CON=E! PANELS BECOME
NETS WHERE APPLICABLE, ARE RECOMMENDED.
ROOF STRUCTURAL.
Seale: NOT 70 SCALE
NMOL"+;G, LOADING, SHIPPINGUNLOAUING AN MY',PCf AFTER PAINTING OA GALVANIZING
NESTED PANELS W!TIIN
TO STAY WET. DA'r'?R G`.II OCCIJR TO NE
bYET AND AN',
FOR PURPOSES DETERMINING UFT BUNDLE SUPPLIED BY THE
FOR
MFOR
m INSPECT
AFTER OTHER TRADES HAVE BEEN NE RCHE FCR ANY SOLVENT ROOF
Drove, by JOE 7/15/16
ARE UNAYC .} :AF. (L+B;SA QE !V d.2.A)
THI DA
24-43 NOUN', T+!c DFA-0CE °iCivf" AS �tG (.'?3 AND 'rOLOSAT �;d OF r'r!E PANELREFERENCE
FACTURWI RT
MANUFACTURER WILL EXCEED POUNDS. FOR FURTHER INFORMATION ALSO
OUNDS.
PILLS,THL
FOR DAMAGE CAUSED BY WORKERS INCLUDING CHEMICAL CP. SOLVENT SPILLS, SCRATCHES
C
SURFACE. ANDS COMMONLY CALLED WET STORAGE STAIN, ZINC OXIDATION, OR "lYi{TE
LMMBERS
THE BILL OF MATERIALS FOR ! INDIVIDUAL MEMBER WEIGHTS OF OTHER STRUCTURAL MEMBERS.
IN THE PAINT OR GALVALUME R COATING, EXCESSIVE FOOT TRAFFIC AND
Checked by JAM 7/15/16
RUST'.
REQUI E
4' ADDITIONAL INFORMATION IS REWIRED CONTACT THE FIELD SERVICE DEPARTMENT.
S REMOVES.
REMOVED
MAKE SUER THAT ANY DEBRIS OR SCRAP LEFT BEHIND By THE WELDING
dZWLU,t..r°st
I GAL.AL.J� E i5 THE : TRAEi, NAVE FOR A. F'q TEN"R 5*CEI SI'_'T & CCdL ?v^DIJCT 1:AN^>, A
CI
FROM THE ROOF IMMEDIATELY. AVOID USING CUTOFF SAWS AND WvLC!FiC EWIPMEIdT OVER
Protect fnglneer. SG
CDA11! . OV= ^ ItPUqQti REESTANI ALUMENIHM-7I { A:LO/ RIF ALLOY M' T .E IS
ICE AND SNOW REMOVAL
THE ROOF. IN CASES WHERE THIS IS NOT POSSIBLE, THE ROOF MUST ADEQUATELY
BALANCED TO OBTAIN TICDArFC THAT R AINS TIME CORPOrICN RESISTANCE & HEAT
PROTECTED.
Job Number. 15-B-39475-1
REF' FC 1V"IY L ALUMA0.& THE GALVANIC P (OIECT'DN OF ZINE THE BEST PROPERTIES
EXCESSIVE ICE AND SNOW SHOULD BE REMOVED FROM ROOF IMMEDIATELY TO PREVENT
OF BOH ALUMINUM & 2,,C ARE COFI N.D IN �11S C01",: "G & 01 HER A.,:,FO SERVICE LIFE
FBF. BUILPN PANELS.
TAMP
DAMAGE 1'0 ROOF AND POSSIBLE COLLAPSE. DO NOT USE METAL TOOLS TO REMOVE THE ICE
OR SNOW AS THIS CAN DAMAGE THE PAINT AND/OR GALVALUME COATINGS. ALSO, BE
FOOT TRAFFIC
KEEP FOOT TRAFFIC TO A MINIMUM. HEAVY FOOT TRAFFIC CAN CAUSE PONDING ON LOW
Sheet Number. RT of 21
CAREM AROUND PLUMBING PIPES AND FLASHINGS
PITCHED ROOFS. THIS IS PARTICULARLY TRUE JUST UPSLOPE FROM THE EAVE AND AT
The
PREPSUNTES)
USING CAu 4A dM. S -.=i AS A SL3SC,, r Prr P1!,J,I5 ``T..:L. IS QMN A ATI IONAL.
r-
�,+, (' »
/ Imo,-T� \
BE EXTREMELY CAREFUL IF YOUR ROOF HAS UGHT TRANSMITTING PANELS. THESE PANELS
WILL NOT SUPPORT A PERSON'S WEIGHT AND WILL BE DIFFICULT OR IMPOSSIBLE TO SEE IF
ENDLAPS ALWAYS WALK III TINE FLAT OF THE PANEL NEAR A SUPPORTING ROOF
!_ OFF
STRUCTURAL DO NOT WALK ON TRIM OR IN CUTTERS. ON BARE GALVC,I LIME HD"
engineer whose seal
a appears hereon is an employee
PFee
.
L u OR a r 1 STHEo-
NIST INHIBITOR PRIMER THIS ,RM !' COAT Fn:,7HCH IF :'LEASES Unc,7.39Ai
`
/ �-'1
I
THEY ARE COVERED WITH CE AND SNOW. SEE 2002 MBMA LOW-RISE BUILDING SYSTEMS
EXCESSIVE FOOT TRAFFIC MAY CAUSE. BLACK RI ENISH MARKS. IF REGULAR FOOT TRAFFIC
for the manufacturer for the
materials described herein. Sold
RE. -S IANGE THP E 04-.T, A ARE APPULD 0 INE LXIE'IOR - "'FACE OF THE PANELS
f� -
MANUAL APPENDIX A9 FOR DETAILS ON SNOW REMOVAL PROCEDURES. THESE PROCEDURES
IS PLANNED FOR A ROOF, PROVISIONS SHOULD BE MADE FOP, A PROPERLY DESIGNED AND
seal or certification is limited
AND WE A A.- COATI '±F T -E' ^'? Y FuR ?^ T �' U'T i rPL4ED -- ',HE OPPOSITE
I
SHOULD COMMENCE WHEN HALF OF THE DESIGN ROOF SNOW LOAD SHOWN ON THIS SHEET IS
INSTALLED ROOF WALKWAY SYSTEM. IN ORDER TO LIMB ACCESS TO THE ROOF, ROOF
to the products designed and
P' 9
S,DF. GA'VALUME 'tD PRt PFI TED STEEL r SI t!LENT S€4VIu?- FOR MANY YEAS
CONCERNING THEIR
AIR CI CU.A110N
REALIZED.
HATCHES OR ACCESS LADDERS SHOULD BE LOCKED AT ALL TIMES A SIGN SHOULD BE
undered by
F 11-W PULES CAF AND M N Nt ICE APF O,SERV 6 AL OF THESE
POSTED AT THE POINT OF ACCESS, STATING THAT ONLY AUTHORIZED PERSONNEL ARE
only J e
anly.lhe undersigned engineer Is
ed engineer
RNtS-"ES ARE EQUALLY SLa,P.T TO',MMAGE AND CORHS KV WN tH CASE IS NOT PREIMDED,
DEBRIS REMOVAL
ALLOWED ONTO THE ROOF. IN ADDITION, A LOG BOOK SHOULD BE KEPT OF ALL V'.SITS TO
not the overall engineer of
+- - .(. r. € aaT ar
SOFTENING rI s r -, ;.,; r
A „OFTENS IF THE PAIN:- OCCUR WICH PTE r 4 "PJ UNDER WD. STORAGE
ANY FOREIGN DEBRIS SUCH AS SAWDUST, DIRT, LEAVES, ANIMAL DROPPINGS, ETC. WILL CAUSE
THE ROOF AND THE REASON FOR SUCH VISITS.
record for this project.
P J
r
TtIN IT RN a U4:€AI. P A. :TE sP?C-
PAINT -
T , cr
OF AIL BARE
S ND THE DURABILITY OF11-1,1ECA"TELEFINISHLY SURFY DECREASED.
CORROSION OF THE ROOF, GUTTERS, TRIM, ETC. IF LEFT ON BUILDING SURFACE FOR A LONG
GALVANIZED ,. TO SURFACE 0%1
GALVANIZED FED GALVALUME PANELS REI(? MORE ON SENSE
ENOUGH TME, THE ROOF SHOULD PERIODICALLY INSPECTED FOR SUCH CONDITIONS AND IF
DISSIMILAR METALS
HAS :0 SE
REMOVE i C MARC,' r a xar. :;e .ro; r¢•nT ,R FROWNr
A,.. s Ma.".T.,.. FR"A BARE L.s.
JET,;_. r., .:UV=,
TACK TE AXP`..RE PRM (EGTON OF PAINT, ZINC CO TE ALUMS
COATED OR GAI.VAWA!L PANELS
D I
FOUND, THEY SHOULD BE RECTFTED IN A MANNER CONSISTENT WITH THESE ROOF
NEVER ALLOW YOUR ROOF TO ACME IN CONTACT WITH, OR WRIER RUNOFF FROM, ANY
Ronald W. Bennett, P.E.
504'A I IT A
S(?-L'eVT•fRl Ft LC7?VE. RIGHTY RUB Y,Tn A CLE;4 iJ1 ASG R?NSE 'F' -H WATER. DO NOT
PA NWA
l/NDER hORMI. EXPO'.LJRE PERM A ZINC OR ALUF".IkIM EXU;:' FILM ON ?HEIR SURPAEE
U!bE NM
MAINTENANCE GUIDELINES NEVER ALLOW TREATED LUMBER OR CONCRETE/MORTAR/GROUT TO
DISSIMILAR METAL INCLUDING BUT NOT LIMITED TO: COPPER, LEAD OR GRAPHITE. T'.!S
Califomia P.E. C050732
FU.. WORE THAN PzGIARFu -0 !Lh OIr S i D F. NO FIR'' I I W`_L REMOVE ALL SMUDGE
Ns , u,• -AT,, ,
ALf.OWiSL A ngJrvOX OATEN P 0 ESS ..PLEBES, F �NC'I" TO OCCUR THAT 'P!.Gg!TS
COME IN CONTACT WITH ROOF PANELS, ESPECIALLY GALVALUME®, FOR EXTENDED PERIODS
INCLUDES COPPER AND ARSENIC SALTS USED IN TREATED COMBER, CALCIUM USED IN
-'
I }R';S R:!ACI RUST S' N:: SOFT SISUD t- i ,I,i BLth4H t! PROVEN TO 6E
OM`;r!A7 CRVT. L!LH7 Y PUS WIT+ A MTh ND 4 N- WITY IVATER DO NOT
I RTHE' CCROSON, F NESTED BUN LES COPS:ANT CIN7ACT OF TT PANELS WTH'
OF TIME.
CON CRETE, MORTAR AND GROUT.
� {g
SSV l� l T
S1 , � TE Gi��
rr -
2' T r c a r T P II
RUS MORS ! REQUIR_ 10 REN £ TAF JO :' d T ARL CMA. FTEIY RPh. VE RUST
CONDENSED D 0 IR.APPED WATER PREVENTS IS WEADI[RiNG PROCF`S.
1 e"a
PERIODIC INSPECTION
p'� �11A PI P,,�,��i�
Ti'.'rS, TI !,LION P SCRATCH"S 'F' P ?hr (MIT N CARE dE A ), CLEAN AREA TO BE
HIGH-STRENGTH BOLTS SHALL BE PERIODICALLY INSPECTED FOR TIGHTNESS,
pLI•5
��IL^./��'N'l� 4-Nd'1W By
PAINTED AIT MILD DE^-� f 1? WN `L THOROUGHLY AND ?Y "ING A MALL ARTS 'S
BR -.?H. H6HT : ,NI -III(-' MIN161AL AM O � r?;.OR ;ATCHED HOU; H UP PAFN
RAPID VIIDATI PN OF THE ZINC OR ZRIC ALJL'.!IUM COATRS CAN NOW OCCUR AND MAY LEAD
TO 'RED RUS" IN A SHORT TIME, IF DiSCOIGRATON 0, STAINS ARE MINOR, A HNSEHOLD
PORCELAIN
CLEANER 'iE. TYPE USED GN PORE=Lf IN S..I ,S AID BA7HT135 ASAP BE U9,.4D TC REMOVE
TUGS 4
NER O
LAIN St ;'.
ALL
PARTICULARLY IN CRANE BUILDINGS AND AFTER ANY SEISMIC ACTIVITY OR WIND ACTIVITY.
THE CRANE MANUFACTURER WLL SPECIFY A MINIMUM PERIOD BUT IT SHOULD NOT EXCEED 2
�� 'bONJ 4�:•'►°
! RE JItFS TO F..L/GO$4 a3 4CRATCt1 CONT C'I 3JILi C M ! A ACTLP,ER FOR
THE BRE BRUSHING CRU (AAI :ILLS BE AVOIDED SINCE
YEARS.
G
AS_S:ANCF h 9 ORRER! /PUR,.4a:G t.:.:..'} Lr PANT AS„LDFD-
SCRATCHING R REMOVAL OF THE COATING COULD OCCUR, PAIELS WTH SIGNIFICANT
DAMAGE S'HOLD BE REPLACED BY THE BUYER BEFORE ERECT!%!,
DRAINAGE
m KEEP ROOF FREE OF DEBRIS AND KEEP DEBRIS OUT OF GUTTER TO ALLOW WATER TO
0F.ESS[
'�+�
QUICKLY DRAIN FROM ROOF.
m NOT USE WOOD BLOCKING TO HOLD EQUIPMENT OFF OF PANEL SEAMS. THIS BLOCKS
Cf
€
THE RDW OF WATER AND P AC MOISTURE.
E
+ DO NOT ALLOW ROOFTOP AC UNITSDSM OR EVAPORATIVE COOLERS TO DRAIN ONTO THE ROOF.
m ANYTHING THAT TRAPS OR HOLDS MOISTURE ON A ROOF WILL CAUSE PREMATURE
P-�It / /�
REVIEWED
•` E I E V V E D
CORROS1DN,
FOR
1
CODE COMPUANC
No.0050732rn
C,,P”
R1-06
R1-07
R1-08
R1-09
NOV 10 201. -
! `Nw
s3AXj
R
[ y{Il"II.F�pp��^
�af`r'r
A
INT ERWES_TCl
27dI b6Y3
Coni
-_. -
—_
Cf 11 TINt� ,-.
_—.,,Iry VY\'L. utl
BUIlLDINC3 ANCHN q LG
\ a
v TRANSIT
�i.
1. To >',m!,e trot t.e. founCr+toll ie square, rrieasure diagonal dimens'ons to be
sue they are of asu,i lenge` ANCHOR POO SETTING T01_11RANSEi"
2. To un rn.nn that the faiind,ltin Is's-v e up a transit or level and use a
I level .:d to abtan the aeGctlai ,.a .!77 columns.
g 3. Carefullv chec!< the ioccilcn of all anchor rods against the Anchor Red Sett;ng
Flan eurnl Fed by the +roll' urar. All dimensliOns must be iaerti .1; to
ae u e a pre.% Y start-up.
AISC CODE OF s T AN )A' lira PRACTICE. TOLERANCES FOR SETTINR:l; ANCHOR RODS t---------'-
7 51 Anchor rods, foun�otn.n bolts ODA o,r. r errlbeddPd items shall be sat by the
I
ut Is -s do :,nates epi antutieret for corstrtiction u1 nccOrc'•ance with embedment ! !
,.,A hove bp"n approved by the co-iner c designated representatives for
=nand CnnstrUC ran T^re va in i rn In 'ce at+ n of tne.,e Items ficn the dimenslols
k hclvn in the embedment drowine oes fcllOws:
S
(a) Iha 1"•.`•FIatIL?P in dIr'tenIJrY t}a:y:(?n the Ceni5YS 4f any two snore;" 1'ed">
within on arl:;hor--reit grouP lincil be t quo' to or leas titan i /8 in. [3 moil].
"-i
lho variation in dimension b=cw n the center. o{ odiaCarl onchor--red
y3 tfrc,p shat! be rauo{ to or less than 1/4 in. 1`6 rnpi).
y (ci The v.rrlaiion In elevation .t -i,le tops of an^hOr rods shall be equal to a
! cthcn rt., or rr , 112 in.I 1,r MITI.
{a;our filar the '[he acwurn Icted va n. in d� ns on between center rF the nnrhor--rid,
�rran 1 throuyt mu pie urc,hor rod gra p i all be
I l
r .q hal `a or l _ s than 1/4 In Per 'Gr ft [< mm ptx 1n+,00 mral C_!t not to
Rx r a laid c rr5 a �l
I a'v r et cn d mcn� x am _i `ur of any onchor-rod group to the
co.u-r 1 hire throtjgh their gm p sh,111 be equci to or less than 1/4 in. (6 Drum..
The tc!erarec„ s tfwt or, ea iled n (L), (r) and ca) shall apply to offset dimension;
shown in the s r ue's c eegr dirnwings, me surer uarAel and perp. nd cular to the
r c t column lir for incliVinuairn un<;s 'that ere shown in the structural design
•+row. V is cis offs -t from Column L ,e..
i.5.2. t!n°ess Otherwise specified i the convoct documi1 > anciv)r rods shall be sit
i w th zher lor. ituair l c' 1 perpen Iiia tc the theorc .co! bearing surface.
I ;
j t 5 Emb died i.: m and carts 'r rateral that ore part of the, work of other I
!
trades; but 'hat v4'3l receive true urr leen sh ii be located and ser by the ovmer':
to;gnoted rept sentrrnn f i ce tru fio,,, m accordance with m•, cr,OVEd
enibedsnent driciuing. fie 1 rict,on in iocotor of these tem shall he Brit to a
magnitude. that is consistent with t`ie tolerances that are specified in Section 7.13
for the erection of the structural steel
I
675.4. ,All work per-arme3 by the oar-rs dsignoted representative for construction
I snall be cor^rleted so as hat to decy c, Inlerforn,with the work of the fabricator
and the erector. The 0.Cers designated .reC es htntive for Construction Sha!! CODOU,
E a survey of the as bolt lorallons of anchor ,ads, foundation boats and other
k embedded items, and shall verify that n; items covered 'i' Section 7.5 meet. the
!! car es +onding tolerances. When cc ,,r oction is necessary, the owner's designate!
I representative for < nsiruc°ion s"al os4.air the g.idan_e and approval of the owner
dcaigroted represe+toUve for alesC
it is extremely imp 'ant that anchor bclfol be placed accurately in accordance with !
the Anchor Rod Setting elan. All anchor rods should be held in place with a
terllplote or similar rrieans, so that they will .remain plumb and in correct location
during plac:nq, of the concrete. A fn r, check hw. a be made after the completiol
j of the concrete wa& and I ro to '; + strel Installation, Iris wilt allow any
necessary corrections to be mare befc e fti Costly installation labor and equipmen
orf v.,_ STEL LINE STFEEIL. LINE
TEar"I ATE — STAKE Stiff €INC
-' NNUL H� H f
f FCk I BOA D
D
TC.4PL.Alr
PKARD
ANCHOR PoD9 �._ A
A
(.alp„-�' !r j�. ! ` ��._• I
PRC R,
E`n, OF ANCHOR R01"r, G” l Kms, B L
VEft OR ANICHaR RL PLAN.fl'ii�Chl,,IG NO= -CH SHOWN ti `1,,..--.�.•--^1
MAY NOT' ° F_-QUI7 D DNEN`'!gidS A, B ANDC AS GIVEN
u ArcHO Fim PLAN; ON ANCHOI BOLT PLAN
l Ern cin
Specified Column
Centerline
Bottom of Base Plate
tt/2."
t13mm)
IILJ *Variation in Elevation to
the Teos of Anchor Rods
BASE QLAT;ANO ANCHOR ROOTOLERANCES
FIELD TOLERANCES
COLUMN ALIGNMENT TOLERANCES
%1FZZANINE REAM HEIGHT TOLERANCE
SIDEWALL
1r + 1 1
I O 500 500
i I I I
I
r
In z
500 500 � \� 5W
� 1
-� s1=FWALL 1 --
FLAN VILV.
Ai ICNPd'.EN TTOLERANCE FOR MEML3ERS WITH FIELD SPLICES
p
ROOF CURBS ROOF JACK INSTALLATION
(When not Supplied by Building Manufacturer) a
Curb Base Length Panel PrnD!a s„ -""Vv
ie
Down UP vars
% 4
I �Mln12" Mln.
Hill 6" �.i
w I I l c
a �'
Max Roof Pane. • eaye�' to
r /D073Sf. ILirorrect .MO
;oaf Panel � b
' m
Install Pipe in cantor to allow base of rubber roof } q
to lay flat on panel. Cannot encompass more than 755 755% y-
Purlin Line of pend.
Indicates Roof Panel Support location
® Indicates Curb Base Support location Profile Penal Rib Floating Panel Support ❑ Da not use galvanized roof jacks, lemd hats or other residential grade roof jacks. These
roof jacks do not have 20 -year serv✓lce life and, in the case of lead hats, will cause
a galvanic corrosion of the roof panels..
< a.v ❑Use EPDM rubber roof jacks with or integral aluminum band bonded Into the perimeter of
0, Up Lift plate t
(If Required) curb Base the base. For high empercture applidcations (200-400 degrees Fahrenheit) use silicone w
N n:hber roof jacks. Retrofit rubber rooef jacks are available for applications in which the to o !
of the pipe is inaccessible, eliminatinog the possibility of sliding the roof jack over the top
cix of the pipe. ,ro
¢ Section : "A" ❑ Do not use tube caulk/silicone to asset roof jack to the roof panels. Use only tape sealon
(Insulation when specifled) as supplied by Metal Bldg Monufactcrrer. Fasten the roof jack to the roof panels with
1/4"-14 x 7/8" Lap 'Tek Stitch Screews at 1" on center around base of roof jack.
The curb details shown illustrate the building manufacturers recommended curb I Q Roll down the top of the roof jack rand apply tape sealant continuously around the C •EI.
style and installation method. It is the erector / installers responsibility to exposed portion of the pipe. Roll the: top of the roof jack back over the tape sealant. G a
provide the proper curb style and install them in accordance with the Apply the stainless steel clamp over top of roof jack and firmly tighten to form a secure 3 4 0
procedures established by these details. Failure by the erector / installer to compression seal
follow these recommendations may result in the curbs damaging the roofs stem El Do riot install a pipe through the stranding seam of the roof panel. Keep pipe penetration mPi $ G�
y q g y' in center of panel to allow the base of the rubber roof jack to seal to the pan of the es y
or excluded from warranties.
All roof curbs to be: panel oI
If a pipe must be installed through ca panel seam, or if the pipe diameter is so large to eiI j �l w
1. .080 Aluminum or 18ga. Stainless (No Golvalume/No Galvanized) black the flow of water down the roaOf panel, yo must install a "pipe curb" into the roof d an m 1
2. Panel rib to rib installation (No flat skirt or lay -over Curbs) and then sea! the pipe curb with rubber roof jack. For pipes in which tap cannot be hza°
3. Installed over low end / under high end application. for water flow at accessed, a two-piece pipe curb is covaileble. � E�^ z � i v
panel splice ❑ In Northern climates, protect a':I pipe! penetrations from moving ice or snow with a snow w o
4. Up lift prevention for clip applied roof systems are required if: P PP P g '�ma2
retention system immediately up slope from the pipe. r ° a n z -v
a. Wind load exceeds 110 mph or ?k a- �" y
b. Curb base crosses a purlin CA
5. Supported on (4) four side by primary or secondary framing 6. Max ROOF JACK INSTALLATION �� v
Single Curb weight Recommend = 1500# (Not bye Metal Bldg Manufacturer) ** gad
Panel profile varies -
SUGGESTED METHOD OF PURLIN ATTACHMENT Roof Jack «« zo N
FOR BLDG ACCESSORIES) -- _ Roll Top Down p n
.� "" Stainless Steei Clamp l • U uy n
¢ m j.
1/4-14 x 7/8" Lap Tek 'Ku- m z o
Ste 1 I 1 S.D. w/washer at i° D.C. L• o> ¢? y
,« Td -bead Tape Sealant _000Z
•3
h:'W504 U EMIR
O
PURLIN ANGLE (W/ 2 Scale: NOT TO SCALE
SELF-DP•ILLERS"
ANGLE** Drawn by JOE 7/15/16
HANGER ROD" SPRINKLER HANGER Checked by. JAM 7/15/16
PIPE ROD «b Project £ngouser. SG
pd� Apply Tri -Bead Tape
Sealant Continuously Job Number. 15-B-39475-1
/ «« StolNess Steel Clamp %/ A around Pipe
SUGGESTED METHODS Sheet Number: R2 of 21
+ t +*
f�/ Roof Jack
;f
** (Not by Metal Bldg Manufacturer) 7� � \ The engineer whose seal
7 hereon is an employee
ek as ears h
1 4-14 x 7 8" La T
Ste 2 P
P
r
/ / P
hanger rod. Thisr the
e purlin to catch htln )or the manufacturer
An angle is self -tapped to the web of th p g S.D.sDwfWasner at 1° O.C.oc.
method does not preclude other forms of attachment to the purlin web.lj(' t materials described herein. Sold
The total hanger load shall not exceed the design collateral load for the building. l m' seal or certification is limited
A sample calculation is shown below:///f ® ® \ Td -Bead Tape Sealant to the products designed and
5' (purlin spacing) x 5' (hanger spacing) x 6 psf (collateral load) = 150 lbs. \ \ r1w5D4 manufactured by manufacturer
nnly.Tha undersigned engineer is
See cover sheet for design collateral load for this building. not the overall engineer of
Note: If this building is designed for 0 psf collateral load, then adding any record for this project.
suspended system (i.e. duct work, piping, lights, ceilings, etc.) will correspondingly
reduce the design live load. -6' CaliforniaYF. Bennett, P.E.
,,. CaliforP.E. C050732
DO NOT INSTALL HANGER ROD
IN FLANGE OF PURLIN
fHE INCORRECT WAYS
ROD. ANGLE
OR CHAIN CIDP
DO NOT INSTALL PURLIN CLIPS OF ANY KIND
ON FLANGE OF THE PURLIN AS SHOWN
xa Stainless Steel Clor
Step 3
Tri-B.lcd Tape
HW504
BUITEE COUNTY
BUILDING 'E"''J,S;U I
fit' ' yfp
\- .Tri -Bead Tape Sealant
HW504
\ Roof Jack •s
AA 1/4-14 x 7/8° Lap Tek
D. w/Washer at 1" O.C.
��' NOTE: Roll roof jack up
over Tr' -Bead Tape
Sealmt and secure the
clamp.
FOR REVIEW
OUE COMPLIANCE
NOV 10 2016
INTEREST
CONSCONSULTINGLTG GROUP
H/500
'D'HT
(}) TOLERANCE
10'
1/4'
17
6,/15'
15'
3/8"
201
1/2°
25'
5/8"
'O.
45•
1 1/16"
60•
1 7/16°
COLUMN ALIGNMENT TOLERANCES
%1FZZANINE REAM HEIGHT TOLERANCE
SIDEWALL
1r + 1 1
I O 500 500
i I I I
I
r
In z
500 500 � \� 5W
� 1
-� s1=FWALL 1 --
FLAN VILV.
Ai ICNPd'.EN TTOLERANCE FOR MEML3ERS WITH FIELD SPLICES
p
ROOF CURBS ROOF JACK INSTALLATION
(When not Supplied by Building Manufacturer) a
Curb Base Length Panel PrnD!a s„ -""Vv
ie
Down UP vars
% 4
I �Mln12" Mln.
Hill 6" �.i
w I I l c
a �'
Max Roof Pane. • eaye�' to
r /D073Sf. ILirorrect .MO
;oaf Panel � b
' m
Install Pipe in cantor to allow base of rubber roof } q
to lay flat on panel. Cannot encompass more than 755 755% y-
Purlin Line of pend.
Indicates Roof Panel Support location
® Indicates Curb Base Support location Profile Penal Rib Floating Panel Support ❑ Da not use galvanized roof jacks, lemd hats or other residential grade roof jacks. These
roof jacks do not have 20 -year serv✓lce life and, in the case of lead hats, will cause
a galvanic corrosion of the roof panels..
< a.v ❑Use EPDM rubber roof jacks with or integral aluminum band bonded Into the perimeter of
0, Up Lift plate t
(If Required) curb Base the base. For high empercture applidcations (200-400 degrees Fahrenheit) use silicone w
N n:hber roof jacks. Retrofit rubber rooef jacks are available for applications in which the to o !
of the pipe is inaccessible, eliminatinog the possibility of sliding the roof jack over the top
cix of the pipe. ,ro
¢ Section : "A" ❑ Do not use tube caulk/silicone to asset roof jack to the roof panels. Use only tape sealon
(Insulation when specifled) as supplied by Metal Bldg Monufactcrrer. Fasten the roof jack to the roof panels with
1/4"-14 x 7/8" Lap 'Tek Stitch Screews at 1" on center around base of roof jack.
The curb details shown illustrate the building manufacturers recommended curb I Q Roll down the top of the roof jack rand apply tape sealant continuously around the C •EI.
style and installation method. It is the erector / installers responsibility to exposed portion of the pipe. Roll the: top of the roof jack back over the tape sealant. G a
provide the proper curb style and install them in accordance with the Apply the stainless steel clamp over top of roof jack and firmly tighten to form a secure 3 4 0
procedures established by these details. Failure by the erector / installer to compression seal
follow these recommendations may result in the curbs damaging the roofs stem El Do riot install a pipe through the stranding seam of the roof panel. Keep pipe penetration mPi $ G�
y q g y' in center of panel to allow the base of the rubber roof jack to seal to the pan of the es y
or excluded from warranties.
All roof curbs to be: panel oI
If a pipe must be installed through ca panel seam, or if the pipe diameter is so large to eiI j �l w
1. .080 Aluminum or 18ga. Stainless (No Golvalume/No Galvanized) black the flow of water down the roaOf panel, yo must install a "pipe curb" into the roof d an m 1
2. Panel rib to rib installation (No flat skirt or lay -over Curbs) and then sea! the pipe curb with rubber roof jack. For pipes in which tap cannot be hza°
3. Installed over low end / under high end application. for water flow at accessed, a two-piece pipe curb is covaileble. � E�^ z � i v
panel splice ❑ In Northern climates, protect a':I pipe! penetrations from moving ice or snow with a snow w o
4. Up lift prevention for clip applied roof systems are required if: P PP P g '�ma2
retention system immediately up slope from the pipe. r ° a n z -v
a. Wind load exceeds 110 mph or ?k a- �" y
b. Curb base crosses a purlin CA
5. Supported on (4) four side by primary or secondary framing 6. Max ROOF JACK INSTALLATION �� v
Single Curb weight Recommend = 1500# (Not bye Metal Bldg Manufacturer) ** gad
Panel profile varies -
SUGGESTED METHOD OF PURLIN ATTACHMENT Roof Jack «« zo N
FOR BLDG ACCESSORIES) -- _ Roll Top Down p n
.� "" Stainless Steei Clamp l • U uy n
¢ m j.
1/4-14 x 7/8" Lap Tek 'Ku- m z o
Ste 1 I 1 S.D. w/washer at i° D.C. L• o> ¢? y
,« Td -bead Tape Sealant _000Z
•3
h:'W504 U EMIR
O
PURLIN ANGLE (W/ 2 Scale: NOT TO SCALE
SELF-DP•ILLERS"
ANGLE** Drawn by JOE 7/15/16
HANGER ROD" SPRINKLER HANGER Checked by. JAM 7/15/16
PIPE ROD «b Project £ngouser. SG
pd� Apply Tri -Bead Tape
Sealant Continuously Job Number. 15-B-39475-1
/ «« StolNess Steel Clamp %/ A around Pipe
SUGGESTED METHODS Sheet Number: R2 of 21
+ t +*
f�/ Roof Jack
;f
** (Not by Metal Bldg Manufacturer) 7� � \ The engineer whose seal
7 hereon is an employee
ek as ears h
1 4-14 x 7 8" La T
Ste 2 P
P
r
/ / P
hanger rod. Thisr the
e purlin to catch htln )or the manufacturer
An angle is self -tapped to the web of th p g S.D.sDwfWasner at 1° O.C.oc.
method does not preclude other forms of attachment to the purlin web.lj(' t materials described herein. Sold
The total hanger load shall not exceed the design collateral load for the building. l m' seal or certification is limited
A sample calculation is shown below:///f ® ® \ Td -Bead Tape Sealant to the products designed and
5' (purlin spacing) x 5' (hanger spacing) x 6 psf (collateral load) = 150 lbs. \ \ r1w5D4 manufactured by manufacturer
nnly.Tha undersigned engineer is
See cover sheet for design collateral load for this building. not the overall engineer of
Note: If this building is designed for 0 psf collateral load, then adding any record for this project.
suspended system (i.e. duct work, piping, lights, ceilings, etc.) will correspondingly
reduce the design live load. -6' CaliforniaYF. Bennett, P.E.
,,. CaliforP.E. C050732
DO NOT INSTALL HANGER ROD
IN FLANGE OF PURLIN
fHE INCORRECT WAYS
ROD. ANGLE
OR CHAIN CIDP
DO NOT INSTALL PURLIN CLIPS OF ANY KIND
ON FLANGE OF THE PURLIN AS SHOWN
xa Stainless Steel Clor
Step 3
Tri-B.lcd Tape
HW504
BUITEE COUNTY
BUILDING 'E"''J,S;U I
fit' ' yfp
\- .Tri -Bead Tape Sealant
HW504
\ Roof Jack •s
AA 1/4-14 x 7/8° Lap Tek
D. w/Washer at 1" O.C.
��' NOTE: Roll roof jack up
over Tr' -Bead Tape
Sealmt and secure the
clamp.
FOR REVIEW
OUE COMPLIANCE
NOV 10 2016
INTEREST
CONSCONSULTINGLTG GROUP
PRF: -ERECTION iNOTES:
Pie following retes, arocedures and suggozted recortrnendatlons ore important pa
of the prs--erect'=.on process.
1.) Prior to the time the erectirn cre.y arrives, a responsible person should check
the job site for foundation readiness, square, and accuracy and And?or Rod sire
and locatie;.
i1he dfawing Shawn below Ont trte! G me.L:ad which may be used i0 Check I
faundoio and bar- squc.e.
LS
BE
Measure c'c nq ad cent aides of four idcdk n using a pair of dimensions shown. If
,he ciagonc' -tvioe-i is as riot:,d, the corner is square.
Dicgoncl r, _auure^ ;.- botwl"n oiray.cI:e An, - "ads w !l indicots if these bolts
are suet square:.
? u:"tier unloo,11ins the huddinc tc,efinly hack off each it m from the packing
.t. Bundl es and ,)7xes will have a : st a .ac'.ad I7 .Icofing the Contents.
3.) Unlood and lo- iu the hi-11cfl,ic _clump,- or tie foundation.
4.1 Unload the rafters onto fh jq,roiHari "kat they con ba erected from
e1=ache e" end ,of t4< bu icing r:,u wish to start. Your crane will move from one
end of the butchrig t-) .'-,e other 0:1, ,;DrAlng ccrur is ord hangirr.g rafters
5.) Layout the gats and purlins on du mciio or wood blocking around the
fourilatlan as near as possible to whore they will be instaiecL
&.) Unload and place trim crates out of the war, since these y -0L be the last
required.
7.) Unload and place panels and irsulation out of the way.
1-10'2: In extrasr,ely cold conditions, the viny facing on insulation will become
britt!-, requiring very. careful hanr§iing.
8. Avoid lifting ,are stocks with cables, chains or Other devices which could
doonage the panel. Upon unloading, am• ovary nnorning thereafter, inspect he pane.
bmndres for moisture bete -en Ire p -^cos, ,his is esp dally'important with
aa!valume o, galvanized panels. The pans' finish must be protected at rA times
Leto.,- ons' during erection to preserve the appearance and function.. or the panels.
9.) Aq hardware boxes should be pratectec from theft and moisture, especially
items such as tube caulking and iorli is. Store, mostic oway from heat.
LAYOUT OF, 21 CGlOPONE'.N T
r!-.FUn
L.1I ¢r:7EwS ie z� Cf ^�®
ftiMP� ��
i
--�.tr .
1. '?it's, E.ove. {ruts and PUr!ins
2. End Lrorm's and Lndpost
3. +lain Frames
4. Cline, Polls. Scraws, ETC.
5. End -vii -di Si, ts
i.] Layou'.: primary and secondary framing around the s'sab as shown.
'<4 Place components and crates on the slat, or on wood blocking to prevent
contact with the ground.
3.) Block ere end of cr mpennemts b ,her than other end to ailove drainage of rair
4.) Leave one end of the build;r.g open for erection equipment access.
S.) Construct tem( ra=y ramp or timbers free grade to slob to prevent damage
to concrste edge from equipment. trar"Ic.
£.) Instou CEPS r. d flange braces onto co1urrinn and rafters before these mel=ibes
are in thee. air. Clip and r`lang brace roca:lonn are shown on erection drawings.
GENERAL ERECTION NOTES
1.) All clips, flange braces, baits, bracing systems. ETC, must be installed as shown on
erection drawings.
2.) It is extremely it portant, especially during construction, that panels at the eaves,
rakes and ridges be kept secure.
3.) Column bases Use, must not be lag screwed or "RED HEADED" to concrete unless
specified on erection. drawing,, for the building.
4.) Tighten column wind brace rods/cables (exterior and interior) before tightening roof
rods/ccbles. Roof rods/cables are tightened from save to peak. 5.) High strength
bolts (A325) must be used where specified.
TEMPORAF<Y CONSTRUCTION BRACING
1.) It is the responsibility of the erector to maintain stability of the structure during
all stages of erection, parilauloriy when left overnight.
2.) Temporary s�.epport's, such cis temporary guys, braces or other elements shall be
the total and complete responsibi!ty of the erector. TI1e temporary supports required
shall be determined and furnished by {Ute erector.
.) Temporary constructon supports shall be provided wherever necessary to
accommodate a!! construction loads to which the structure may be subjected, left in
place as long as may be required for safety.
PANEL CAUTIONS AND NOTES
To minimize poterliial of ccd'rosive action at the bottom edge of wall panels, the contractor must
assure that tnc i 4 w,r•g procedures are folluled:
1.) The concrete f undatihn should be cured for a minimum of seven (7) days before wall panels
are installed. (uncured concrete is highly ol.`y-c!ine and metal panels can undergo varying degrees of
corrosive attack when re direct contact with the concrete.) After the first week of the curing
eyt;lc, the reaction betses(l metallic coatings on steel and the concrete is essentially halted.
CLEAN DIRT FROMj/-WALL PANEL
.AROUND PP.NEL BASE
\
PANEL NOTCH (FROWN) OR._.,WNDATON
BASE TR!L'
n a
SOPE FINISH GRADE AWAY
c N. x
FROM BUILDING
�`-✓
2.) Top of finish grade at building to be a minimum of four (4) inches below bottom
of panel.
3.) Finish grade is to slope away from bai'.ding to ensure proper drainage.
4.) Upon completion of finish grading, all dirt is to be cleaned from around base of
wail panel where it may have collected in panel notch or on base trim.
FAS"! ENTER INSTALLATION
Correct fastener nstallotion is one of the most critical steps when installing roof/wall panels. Drive
the fastener in until it is tight and the washer is firmly seated. Do not overdrive fasteners.
A slight extrusion of rk;n+xene around the wisher is a good visual tightness check Always use the
proper tool to install fasteners. A, fastener driver (screw gun) with a RPM of 1700-2000 should
be used for self -drilling screws. A 500-000 RRMI fastener driver should be used for self -tapping
screws. Discard worn srckets, these can cause the fastener to wobble during installation.
.TIS ' �5112/J-1L1
CORRECT DEGREE Or TOC TI ii SEALANT SQUEEZED TOO LOOSE SEALANT IS
TIGHTNESS NOTE SUCH' TOO THN EXTRUDES FAR BEYOND NOT COMPRESSED To
CIRCLE OF S.A!A+T FASTENER HEAD FORM SEAL
NOTE: Always rcmove meto! filings from scrface of panels at the end of each
work period Fa +Ing f1iings can destroy the paint finish and void arty warranty.
3A STIC SEALANT
Proper mastic application is critical to the weather tightness of a building. Mastic
should not be stretched when installed. Apply only to dean, dry surfaces. Keep only
enough mastic on the roof thot can be installed in a day. During warm weather, store
mastic In a cool dry place. During cold weather (below BO°) mastic must be kept
warm (80°-90°), until application. After mastic has been applied, keep protective paper
in place until panel is ready tc be installed.
IMIPORTANT NOTE:
All details, recommencirtians and suggestions contained in the ERECTION GUIDE portion
of this drawings set are for general guidelines only, and not meant to be all-inclusive.
Industry accepted installation pica I S with regard to all areas not specifically
discussed In this section shoed be followed. Only experienced, knowledgeable installers
familiar with accepted practices should be used to assure a quality project.
It is emphasized that the Manufacturer is only a manufacturer of metal building
components and is not engaged in tie installation of its products. Opinions expressed
by the Manufacturer abc,0 installation practices noted in the ERECTION GUIDE are
intended to represent only c guide as to the sequencing and holy the components
could be a sen trod to crea._ a buildina. Both the quality and safety of installation
and the ultimate customer satisfaction with the completed building are determined by
the experience erpeitisr and Wile of the.installation crews, as well as the equipment
avolaale for handling 4he materlols. Actual installation operations, techniques and site
conditions ore beyond i"e Manufacturers control.
STEP 1: ERECT FIRST BAY WALL FRAMING
NOTE
the
It is the responsibility of
rovide tem or
RIMARY FRAME erector to
P temporary
erection bracing 9 unfit the
structure is completed.
STRUT
END FRAME �\
RAFTER /
END POST J
CORNER COLUMN
1A: Determine from erection drawings furnished with the building the location
of the first braced bay. Framing for this bay will be erected first.
16: Stand adjacent primary frame column and corner column over the anchor
rods. Shim or chip out under the base plate if required to ensure that the
base is level, at the correct elevation, and is in full contact with the
foundation. Plumb and align the columns and install washers and nuts onto the
Anchor Rods.
NOTE: The end frame may be a bearing frame with the rafter supported by
end posts, or a rigid frame with the rafter self-supporting, and clot attached
to the end posts. The procedure shown is for a bearing frame. If the building
has a rigid end frame, it is erected the some as interior frames as described
in steps 1 and 2.
1C: Attach wall girts to the primary frame column and corner column. Bolt
girts to the corner column with two bolts. Bolt in to primary frame column
9 9 P Y
with one bolt through the column flange and secure bolt with sub -nut (see
detail on erection drawings).
1D: Install the eave strut by bolting to the top of the columns. Refer to the
erection drawings and attach column flange brace where shown. Flange braces
may be required on one or both sides of the columns. If a flange brace
connects to a girt in the adjacent bay, that brace will be bolted to the girt
after the adjacent bay girts are installed.
NOTE: As wall girts are installed around the building, framing for factory
located framed openings and accessory framing to which the girts attach
should be installed. Field located accessory framing may be installed at the
some time as girts or at a later time.
1E: Install wall bracing systems (rods, cables, knee bracing, portal bracing) at
this time but do not tighten completely until the bay is plumbed.
1F: Repeat steps 1B thru 1E for wall framing on the opposite side of the
building.
1G: Attach clips to the end posts and stand these posts over the Anchor
Rods. Follow therocedure as described for corner columns in step 18.
P P
IH: Bolt required clips and flange braces to the end frame rafter sections and
lift into place atop the end posts. Bolt rafter sections to corner column and
end post cap plates. Bolt rafter sections together at peak.
STEP 2: ERECT FIRST BAY ROOF FRAMING
PURLINS NOTE
It is the responsibility of the
erector to provide temporary
erection bracing until the
_�. r-`RIMARY FRAME structure Is completed.
END J
FRAME END
POST
ERECTION BRACING
CAUTION
Until rafters are bolted in place with l:purhns and flange braces installed, they are easily
damaged by incorrect or careless hanadling procedures. Use extreme caution when lifting
rafters. Two booms should be used to) lift any pinched rafter section 80 feet or more in
length.
2A: Bolt primary frame rafter togetheer at peak connection (unless rafter length requires
lifting in sections). Attach the requireed clips and flange bracesto the rafter before lifting
since these items are more easily insttalled on the ground. Lift rafter into place between
sidewall columns and install bolts in rafter to column knee connections.
2B: Install end bay purlins from end ffrome rafter to the first interior frame rafter. The
end bay purlins will overlap the intariopr bay purlins at the frame as described in step 1C.
Complete flange brace connection to (purlins.
2C: Install roof bracing systems but ddo not tighten completely until the bay is plumbed.
2D: Plumb and square the first bay. ;.After alignment, tighten wall bracing first and the
roof bracing working from eave to peak. Tighten any remaining bolts.
Plumbing and aligning a total structurral system begins with the first braced bay and
continues through completion. Accurgtte alignment of the first bay is essential for correct
alignment of succeeding bays. The insitaller is responsible for choosing the best method
suited for plumbing and aligning the sstructural system.
STEP 3: ERECT ENDWALLL GeRTS AND FIRST INTERIOR BAY
NOTE
�,,� It is the respensibillty of the
END BAY of erector to provide temporary
PURLIN erection bracing until the
structure is completed.
TEMPORARY ERECTION BRACING
END FRAM's
RAFTER '-END BAY GIRT
END POST /
ENDWAL I ORNER
GIRT COLUMN
3A: After end frame is plumb and saquare, install endwall girts and flange braces for end
post if required.
313: Attach wall girts to the primary frame columns (see step 1C).
3C: Install Dave struts (see step 1D)J.
3D: Attach roof purlins for this bay to the two rafters. Purlins will bolt to the rafter
flange in the same manner as girts Ito column Ranges (see step 1C). Connect flange
braces to purlins.
3E: Check alignment, plumb and squaare the two boys just erected. Tighten all bolts and
bracing.
EAVE STRUT
FRAME
END
POST
STEP 4: ERECT REVALNNING STRUCTURAL FRAMING
NOTE
It is the responsibility of the
erector to rovide tem orar
F I-
P P Y
PURLINS -t..r erection bracing until the
.� structure Is completed.
4)RBAARY FRAME
ERECTION BRACING
Starting at the opposite end of the first bay erected, install the
remaining interior frames, girts, purliiins, eave struts, bracing, end
frames and end posts using the proocedures describes in the BUTTE COUNit�
preceding steps. Be sure all wall girtts, roof purlins and flange i IJ C
braces as shown on the erection drlowings are installed. tk ,.>IIL6 � V�,L- 0o1�,�
Constant checks should be made to ensure the building is �p�
square, plumb and aligned. i'YWr�,�k(
All X -Bracing should be checked thmt H is installed to a taut �{
condition with all slack removed. Do not tighten beyond this
state.
REVIEWED
LU .
FOR CODE COMPLIANC
NOV 10 2016
WNVSIJL.I (N(3 G1 UILItJ
'I'f 1 11i iI'
j I'
STEP 5: INSTALL SIDEWALL PAkkiELS
PANES
NOTE
It is the re.^,.ponslbility of
the erector to provide
temporary em ctlon bracing
until t!;e structure is
completed. This bracing is
to remclri in place until ell
roof and wall panels are
installed.
LOCKING FOR GIRT ALIGNMEN
5A: Beforenstalling wall panels, the g!rts must be aligned to a level position
;,o that there !s no visible sag. This should be done directly ahead of panel
insto lotion.
Girt leveling may be accomplished by standing a section of gable angle
, .,,rIIk;c0y agalnst the out.vidv gI4 flanges at approximate mid -b, -,y location.
Tanen cirts are level, attach the q!rt flanges to the angle with vise grip pliem
or tetr+porary screws. Wood t,;aciclog cut to fit the spaces may also be used
far a!gnrnerit.
NOTE: Temavrary air` biockir; !s Prot recom€nodded on concealed fastener
panels. Tire removal of the hocks after panel Instaflotori can cause oil
a r 5 _OCKiNB
We'! panel. 'Iype and lrct on dett,iis will vary. Refer to the eracton
9 ca _';es cn ; e -tails for th pecific panel used for your b� Idinq.
.s
.., s
r``-CONl"ACT TAPE
MUST nh T"LID✓All- a✓tiy -GA E ANCLE/1PNI
IN U!P ION T0 SEAL
T'r!E CORNER CONTACT TAPE
58: If wails are to be insulated, place a continuous run of contact tape
Gong the eave ,nrut and base r^ernber,
ha�G
At the base, cut aff the ins-u1a`;^n a minimum of 1/2" above the
bottom of the wall panel. It mea prey-nt the irriulation from, hcngir..g
below the tsall panel and wicking m, iSWr€.
Roof Panel
Double Faced Tape � " ' � (Nut by manufocturer)
(Not by monufat+u er) n to be used to secure `' Time`
insu!aticn. ;?�� 'lYim insu�atlon ar:d turn vinyl DOCK
insulation must not be exposed to
!I s3 Iweather.
1:'lh
II "� (Feat by manufacturer)
Fiberr'rs., lraul rn � �'f � t`anar Perrier to
to OUTSIDE o` Ru:ldirc I II 1 Iv 1DE of nnMng
sN
Fn ✓el alai
(See Era. kion Drowings)
Not v- .�
! t tsc„e Trim insulation ar.d
VVCII Pon 1--\ I� I j �r) turn h ny. bac'; Insulation
trust not he exposed to
li k"� tn,cfio I weather.
tE � �/�� NesrTVpetail
f _
(Ss -e Election Drawings)
Sior'lrg s i c b ' ng carrier, 'k rh the first piece of blanket i ulation. tc
the Contest tePc on the cave I P'. ,fl VO4, and adhere to ta- e at the
base. it is rece.ma.hded that nvilcllor. riot be ins.alied more than 6 feet
ahead of I)Cne e.
I R4
Ernlion Guide I_=.
5C: Sidewail panels s.hou!d be !nstal!ed so that the panel sidelap is in a direction away
from the prevailing viir:d. (refer to appropriate lap detail included with erection
di awings.)
5D: Install remaining sidewefi insulation and panels, being careful to maintain correct
panel coverage. If is suggested thatthe foundation be marked in increments of panel
width to alio-.v visual: checking of panel coverage as installation progresses.
NO -EE: Check pariodically to ensure that all panels are aligned and plumb.
5E: At the finishing comer of a sidewoll, the last panel may required additional lap or
trimming for insto!latien of corner trim refer to the details in the erection drawings.
TEMPLATE
S4EET
STACKED SHEE
TO BE DRILLED
Screw Alianmerit Panel
(Through Fastened Panel Only)
NOTC_ ALIGNED
After drilling pane's, it is important to clean metal filings off all panel surfaces,
including between panels that are not installed that day, to avoid rust stains.
STEP 6 INSTAL__ENDWALL PANELS
MEW
6A: Install gable angles/supports onto the ends of purlins and eave struts. This angle
is to butt -up to each other or is spliced as required except at expansion joints
where a one inch gap is maintained between ends of adjacent sections to allow for
expansion.
:Cable angle splices may occur on or between purlins and the angle must be attached
to each purlin and the, eave strut.
NOTE:._ Wall panel type and installation details will vary. Refer to the erection drawings
and details for the specific panel used for your building.
NOTE
END FRA' j UPIIV Detail shown for ribbed roof
RAFTER a w f GABLE panel only. For standing seam
`, vGLE
AT rake and gable angle installation,
/,' see erection details.
e . •"y e`
EXPANSION �1
JOINT T !CA iii {AVE STRUT
BUTT LAP
COAIDITION
63: See erection d,arfn,g net.ing layouts for panel starting dimensions, panel trim
loeciicns, and lop locatiors.
TR!M DIMENSION IS
` MEASURED FROM
TRIM-- 1 CENTER OF FIRST
MAJOR RIB.
GABLE ANGLE /� PURI -IN
CONTACT TAPE —�� EAVE STRUT
ENDWALL GIRT
WOOD BLOCKING ----
BASE ANGLE/TRIM —\
CONTACT
INSULATION
6C: Align and level girts on endwall
60: If the walls are to be insulated, place a continuous run of contact
tape along the gable angle and base member. Starting at the corner of
the endwall, attach the first piece of insulation to the contact tape on
the gable angle, pull tight and adhere to tape at the base. Cut off
excess insulation. It is recommended that insulation not be installed more
than 6 feet ahead of panels.
NOTE:
At the base cut off the insulation a minimum of 1/2 inch above the
bottom of the wall panel. This will prevent the insulation from hanging
below the wall panel and wicking moisture.
6E: Start at the corner, trim panel (if required) and set in place. Refer
to corner details in the erection drawings for the panel starting distance
from the corner, When the panel is located and plumb, install fasteners.
6F: Install remaining endwall insulation and panels, being careful to
maintain the correct panel coverage as suggested in step 5D.
6G: Install corner trim,
STEP 7: INSTALL ROOF PANELSNOTE
It ' th bill} f
Is e responsy o
the erector to provide
temporary erection
bracing until the
tructure is completed.
is bracing is to remain
in place until all roof
and wall panels are
installed.
PANELS HANLLS
LOCKING FOR
ICNMENT
7A: Install eave trim over top of sidewall panels and eave struts with
fasteners per erection drawings eave detail.
7B: If the roof is insulated, place a continuous run of contact tape along top
of eave struts at both sidewalls. Lay a starter roll of blanket insulation from
eave to eave across roof and secure to contact tape. (refer to packing list
for width of insulation starter roll). It is recommended that insulation be
installed no more than 6 feet ahead of panels.
STEP 7: INSTALL ROOF PANELS (Can't)
7C: Install the first run of roof paneels across the building from eave to eave,
or eave to ridge. To allow proper insstailation of rake trim, the starting
location for the first panel must be as shown in rake details included with
the erection drawings. When the firstt run is properly located and aligned with
the correct endlaps and eave overhanng, fasten to purlins. Roof panels should
be installed so that the sidelap !ss in a direction away from the prevailing
wind. Refer to appropriate lap detail..
7D: Install remaining roof insulation (and panels. To avoid accumulative error
due to panel coverage gain or loss, Ipropedy align each panel before it is
fastened. Occasional checks should bee made to ensure that correct panel
coverage is maintained. Special attention should be given to fastener, mastic
and closure requirements. Refer to ddetails with erection drawings.
7E: At finishing end of roof, the lostt panels may require field modification for
installation of rake trim. Refer to rokke details. DO NOT BACK LAP THROUGH
FASTENED ROOF SHEETS.
NOTE: Roof panel types and insto9oltion requirements will vary. Refer to the
appropriate details for the specific poanei used.
IMPORTANT: Loose fasteners, blind rhvets, drill shaving, ETC. must be removed
from roof to guard against corrosions.
_NEVER STEP ON LIGHTr TRANStAITTING PANELS,
TRANSLUCENT PANELS OR UNATTENDED ROOF PANELS.
Panels May Collapse If Not Properly Secured!
Roof panels must be completely attochaed to the purlins and to panels on either side
before they can be o safe walking surfeoce. Light transmitting panels or translucent
panels can never be considered as a wracking surface.
Partially attached or unattached (panels should never be walked on!
Do Not:
1. Step on rib at edge of panel.
2. Step near crease in rib at edgge of panel
3. Step within 5 feet of edge on unsecured panel.
A single roof panel must never be usecd as a work platform. An OSHA approved runway
should be used for work platforms! (Coonsuit OSHA Safety and Health Regulations for the
Construction Industry). Safety First!
NOTE: For PSR roofs with a ridge panel, it is recommended that both sides of
the ridge of a building be sheeted simultaneously. This will keep the insulation RAKE
covered for the maximum amount of time and the panel ribs can be kept in TRIM
proper alignment for the ridge panel. This is critical on the "PBR" panels so that
the ridge caps con be properly installed. Check for proper coverage as the
sheeting progresses. Note panel -sheeting sequence below!
STEP R: INSTALL TRIIIb1 AND ACCESSORIES
"„� GUTTER
SA: Install rake trim and gable closure.
8B: If included with the building, install the eave gutter, corner closures and downspouts
NOTE_
Remove all loose fcsteners, blind rivets, drill shavings, etc... from gutter to guard against
corrosion.
N Li u
man
m
zamZ d
�00U0
o a
N r`--
�0"Um O
Saole� NCT7C SCALE
firown by JOE 7/15/16
Checked by: JAM 7/15/16
Job Number. 15–B-39475-1
Sheet Number: R4 of 21
The engineer whose seal
appears hereon Is an employee
for the manufacturer for the
materials described herein. Sold
seal or certification is limited
to the products designed and
manufactured by manufacturer
oney.The undersigned engineer Is
not the overall engineer of
record for this project.
Ronald W. Bennett. P.E
BC: Install accessories (doors, windows, louvers, etc...) not previously installed. Refer to
TION the appropriate details for installation instructions.
IMPORTANT: Remove debris from roof mind wall surfaces during installation and after. ,
Clean surface of sheeting as required too remove smudges and touch-up any minor/mild I
scratches with color match touch-up paint.
REVIEWED
PJUT1 * ClDuro +` FOR CODE COMPLIANCE
INTERWEST
CONSULTING GROUP
t T 1
EXTENCIECC('J1'IECT,ON F'LAiE
f ' AN• r`ur r
AND BR,ACKE7 TO FLANGE
Tr s�
_
L!MiT S� —DETAIL
I--'
O" 70 1/16"
4 F'LLEi:S NOT ALLOW D c,
ON CRANE BRAC: iS i,
I
EXCEPT AS NOTED ON —
' Ys5'6. USE OE,AILS 82
AND B, i ON CRAIVE"
BRACKETS IfIERE FILLET
I-,Lt_DS ARE NOT .'Lt_OMM
S Ir
T= 3 J5" OR LESS
FLUSH OR P,ECESSL7 CONNECTION PLA. TE
AND 3RAC'KIT TO FLANGE
C-11)
. 1)
IJ L/
To 7/16' --T1 \BACK GOUGE
i( X/1,"
GENERAL NOTES AND DETAILS
WS -1A Date Issued: October 30, 2015
EXTENDED, FLUSH OR RECESSED CONNECTION
PLATE
AND -BRACKET
/ TO FLANGE
l BACK GOUGE
45'—
T = 3/8" OR LESS ROOT FACE
PER KP5
1112" TO 2"
------
- DETAIL 3 GENERAL ,(. i= GUIDELINES_
C,6F5 T,O-a� ----
j— -
_
L!MiT S� —DETAIL
TO USE
PIA 7F
V sli.NGE THICKNESS LLS, THAN Ok EQUAL TO 3,/13„
Bl
' 114' 1 r4 J;r 11/2"1
CONNECTION PLATE IS EXTENDED EAST FLANGE ENOUGHTO ALLOW REOFILLET LET SIZE
PLA 7E
I!
I TO CO''-0NECTION PLATE
--'-- _
"— FLANGE THICKNESS LESS THAN 0 EQUAL TO 3/8"
B2
! VIC
C 'NECTON PLATE IS FLUSH TO ZECESSED TO FLANGE SIUPFACEFi
LFLANGF
,NGE Hi. KNESS Gr CATER /NAI 3/8"
B3
2 ACKEI FLANGE THICKNESS LES`. THAN OR EQUAL TO 31'3_.x_-----
32
CRA—NI-E--BRACKET TO FLANGE
BRACKET FLANGE. Tirlik,XNESS GREJER T IAN 3/8i"
33
NON—CRANE, 8''ACKET TO ELAINGE
'- NON—CRANE BRACKET FLANGE THCKNESS i_ESS THAN OR
Bl
114-1 r147i.-
_.
NON—CRANE BRACKET FLANGE THICKNESS CREAT R THAN 3/8" �—
B3
I/4"
W �I E PLATE THICKNESS LESS �'-AN OR EQUAL TO "/8"--
'
31
I1'U!I;'1'` R. -ANG, T� !r9neryc;�i* .�F.�;-_
HL^TF 1 rRf[RIDEU PAST WELDED PLATE ENOUGH TO ALL.041? REQUIRED FILLET SIZE
PLATE, STiFFENER I- CONVECT,
LLg
4 �nt1
PLATE OR ANY CONDITION Ca' I. ;>
WELDED PLATE THICKNESS LESS -IAN OR EQUAL To 3/8"
32
FOR DRIAIL B PUT NOT MIENTIGINFO
PL DO7 , NOT EXTEND PAST WELDED PLATE ENOUGH TO ALLOW REQUIRED FILLET SIZE
E
-ATE
WELDED PLATE THICKNESS CREAITR THAN 3/8"
33
Y I RI's SDE 0 PLA Ile
I D\
'ti: 'J
DETAIL P— 1 A SEE NOTE C2 kV DETAIL C—TA
1 L,
I"'? T D ��DI"!.i a'EG T_lON �Lfi T AND ET�ACKF—i TD FLANGE
HECK COUGE IFLAT OR HORIZ.
3A.CK G::^UGC' GMAY, O, '� BACK GOUGE
SAS'
1
u l i6' I
"��""'Yi' � � � �' 0 - 1/16°° 4
O WF3 Cha 41'r t 0.'' PLATE / I I`- i I
Foe rAn;E SPLICE I '
u> \
IN IWe WIGS SIDE GF PLACE
in Me i I OF OF PLAIT Rol? FLANGE S�UGE
Far FLA 1g SPLI^E GOUGE
C4 —(BACK GOUGE
+12 St\BACK GOUGE GMAW45 \
— i �.,9A&
, 'CK 60 SAW
45 `L
I
O" — 7/8
VfiFi rrf5 �D. t%F PLA`,E 1x OF& PI.- &a a"' PLATE
Fa'. F Ah'GE SP1It- C WW .A'„L' 91I)cr O tI NFE 115 SIDE OF PLATE
i x -CSR FANCE SPUCs O
! 2 W3 Trr SIDE OP, MATE F-
"a4
rVI? FLVG2 SPLICE
4DETAIL C— 1A
NOTES
SPLICE KIELDS
C2 ANY PREOUAUFIED OR 'PROCEDURC OIIAN-rED' CJP WELD MAY ALSO BE USED FOR D -TAILS B AND C, WTH A WRITTEN NCI APPROVED WSoDS
p:` 112 PICK+DESS 7RANSI770,11 PEOWR03 FOR CANADA PROJECTS
TABLE 2
II GENERAL r1LLET KELDS
I of )%1
�Dt
� c,e SI, N(
.WINNER FLA7E FLLtT FILLET
7HICKNE S SIZE SIZE
UNOER 714 3116" 7 o" I
_ '14 114" �Vlti .l
I Ob�R 511E 5111" 5/1F"
TABLE
S;NGLE PLATE WELDS
i
MLN. FILL E r WEri SILL S
s;^Es
PIA 7F
T' ---ET
7;'il ' P(Lai
' 114' 1 r4 J;r 11/2"1
S1T_E
PLA 7E
4/18, r
..314"
UNm? 1/4
! VIC
114
�
o
a
b h= P 4t 7/.
j /sc
a Iq� 31 � 31
I <rt6
�3Ato-
114-1 r147i.-
114"!
114
I/4"
rVErr 314
,1115
7r`•4 h I "i 4; a
r:.5116?.
LLg
4 �nt1
TABLE 2
II GENERAL r1LLET KELDS
I of )%1
�Dt
� c,e SI, N(
.WINNER FLA7E FLLtT FILLET
7HICKNE S SIZE SIZE
UNOER 714 3116" 7 o" I
_ '14 114" �Vlti .l
I Ob�R 511E 5111" 5/1F"
TABLE
S;NGLE PLATE WELDS
BOTH
.S7i �I
s;^Es
PIA 7F
T' ---ET
7;'il ' P(Lai
S1T_E
—
{/4
..3/16
_._ .. /6
7/4
3,.B
114
BACK GOUGE
20
R=1/4"
C5
GENERAL NOTES
1. ALL SAW WEB TO FLANGE WELDS TO BE CONTINUOUS ONE SIDE (ONLY UNLESS
NOTED ON FABRICATION DOCUMENTS.
2. INCREASE FILLET SIZE BY 1/16 FOR EACH 1/16 OF GAP IF GAP AT ROOT 1S
GREATER THAN 1/16. MAXIMUM FILLET ROOT PERMITTED IS 3/76. SEE DETA;L O -7A
ON THIS SHEET.
J. FILLET VELD SIZE IS NO GREATER THAN THE SHORTEST LEG SIZE-.
4. FOLLOW APPROPRIATE WELDING PROCEDURE SPECIFICARONS FOR' ALL WELDS,
5. ALL CLIPS SHOULD BE YIELDED AT 90 -DEG TO 771EiR SUPPORPNG; SURFACE UNLESS
OTHERWISE N07ED IN 774ESE DRAWINGS OR THE PROJECT SHOP D,PRAYfINGS.
6. SC2 AND SC280 FLANGE BRACE CLIPS SHOULD BE ALIGNED W+TH THE PURLIN/GIRT CLIP ABOVE.
REFER TO DETAIL ON SHEET W5-5.
FILLET INCREASE AT SKEW
INSURE THAT FILLET LEG
SIZES ARE ACHIEVED GAP DUE TO SLOPE
BEVEL OR SLOPE
2:12 = 9 DEGREES
4:12 = 18 DEGREES
FOR SLOPE BETWEEN 2.-12 AND 4:12 INCREASE FILLET 1/16".
FOR 4:12 SLOPE AND GREATER USE CJP.
GENERAL NOTE NO 2 IS IN ADDIRON TO SKEW 19NCREASE
MAX. OPENING ALLOW 0 IS 3/16. THEN USE CJFP.
IF REOUIRED FILLET EXCEEDS 5/16 THEN USE CJJP.
DETAIL A— 9A
a
U
m�
v
G
INCP.EASE FILLET
IDEAL FIT—UP FIT—UP CAP BYY AMOUNT OF GAP z a
Oa4 Z � 4
E
c
FILET rRE
N « 00(>z
srzE
DESIGN FILLET SIZE J T cnpa 3
�" 3116" 1 1/4" 5/16'" i ci c� N U m C
FScale: NOT TO SCALE
g -i —_
USE CJP
SEE NOTE 2
DETAIL D -1A FILLET /INCREASE
BUTTE G07if, ,y
CIVISION
REVIEWED
FOR CODE COMPLIANC
NOV 10 2016
INTERWEST
CONSULTING GROUP
Checked by JAM 7/15/16
Project Engineer. SG
Job Number: 15—B-39475-1
Sheet Number R5 of 21
appears hereon is an employee
for the manufacturer 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.
Ronald W. Bennett. P.E.
Q
mp!i
�
o
a
C
f�
bZ<�
f~'.
z
LLg
4 �nt1
E
INCP.EASE FILLET
IDEAL FIT—UP FIT—UP CAP BYY AMOUNT OF GAP z a
Oa4 Z � 4
E
c
FILET rRE
N « 00(>z
srzE
DESIGN FILLET SIZE J T cnpa 3
�" 3116" 1 1/4" 5/16'" i ci c� N U m C
FScale: NOT TO SCALE
g -i —_
USE CJP
SEE NOTE 2
DETAIL D -1A FILLET /INCREASE
BUTTE G07if, ,y
CIVISION
REVIEWED
FOR CODE COMPLIANC
NOV 10 2016
INTERWEST
CONSULTING GROUP
Checked by JAM 7/15/16
Project Engineer. SG
Job Number: 15—B-39475-1
Sheet Number R5 of 21
appears hereon is an employee
for the manufacturer 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.
Ronald W. Bennett. P.E.
1
A`EAR Sk:
F"Af
3,
lD
BYPASS L -!R-,
Q9
AL-,ERIJATE_EAVE- 5TPN (1, -_SUPPORT ANC:; E.
I c7AtL B—
rRlA.LI F"L
TAfa] E 2
DETAIL B --
FCETAIL E --IA
�l
iI I
(4 -.
CA,N'OP}' AT FLUSH CCr UA,
R 5017 AND
S/Dw
LA
;J
EAW CAAICPY OR FACAIE BRACKET
NEAR SIDc AND \}---
FAR SIDE
3f16
NEAR SOF AN:`<\,.._.,.—._.—�
NEAR SIDE !ND. \
@1
LCAN TO BRACKET
L -- /H%L_
COLUMit't EA: VE.
TABLE 2
FULL LENGT ; IF
D = 10' OR LE:S
DETAIL F-2
VARIES
TABLE 1
FN'O,V. CAP PLA
TO STIFFENER
TABLE 1 SA. W.
F RL ' F_NG7H
OF FL..ANGES
PAY INCLUDE
CON.NEC7TON PLPL.
VFTAX C -1A.
.T
-H" V
TABLE 2
2
DETAIL C—"A
T`PICAL B'ACE.
REINFORCLk1ENT
3/1Fi X
TYPIsAL COLUMN WELDS
DETAIL B -1f
TYP.
STRAIG1dT OR TAPF_RLD
r DETAIL B -1A
O O
O
O
MAY BE SAW
AND LARGER IN THE FLANGE
WELD PER
OR WHEN HOLES ARE 13/16"
TABLE 2
TABLE 1
AND LARGER IN THE WEB
7YP.
-f- ATABLE z
AND WITHIN 12" OF .A FLANGE
11
I
DETAIL B -1A
O
O
COLUMN AT MEZZANINE BEAM
_
OR ATTACHED TO WEB VJTHIN 12'
- DETAIL E-2 SECTION H VIEW
3"
--t TABLE 2
Lu
U
RIGID FRAME COLUMNS
WS -2 Date Issued: October 30, 2015
w /
k '42 -{ DETAIL B -IA
r
DETAIL C -1A
3/8" OR LESS
rz `r I
WELD TRANSITION FOR CANADA SEE W5-16
DETAIL C—IA
0 45• WELD 7RANS177ON FOR CANADA SEE WS -1B
i"moi y L WELD TRANSITION FOR CANADA SEE W5-123
/ DETAIL E-2
ABLE 2
NOTICE — WHEN FLANGE IS SLOPED LOCATE
.�.�A,ABLr 2 _ FILLET KEL'D ON OUTER SIDE OF FLANGE
I/' \
IF' EASE PLATE 1S EXTENDED ENOUGH TO ALLOW.
REFER TO DETAIL D -1A FOR f,ELD GUIDANCE
D.'TAIL. C-2 BASE PLATE ON FILLETS AT SKEWED JOINTS.
-P0X,'L. L? -1A
110MENT BASE PLATES
E2
B --1A
WELD COPED GUSSET P£R�
TABLE 2 WHEN PRESENT ,
TABLE 2
FULL LENGTH IF
D = 70" OR LESS 3"
DETAIL F-2
VARIES
TABLE 7
FROM CAP PLA7E DETAIL
TO S77FFENER
TABLE 2
—re—q�\—(TABLE 2
`DETAIL C—
STRAIGHT OR TAPERED
EA VE STRUT BRACKET TO BE NWELDED
IN PLACE AFTER THECOMPLETION
OF THE HAUNCH
LD
TABLE: 2
I_ TABLE 2
DETA.
V
NCI KNEE CONNECTIONS MAY VARY AIS SHOWN
SINGLE—PLATE
(if present)
TABLE 2
WELD CONTINUOUS
1 1/2" BEYOND BOLT
GROUP or SINGLE PLATE,
ON SIDE OPPOSITE
FROM SAW WELD.
DETAIL E
TOP AND B0
DOTH SIDE!
COLUMN FU
TABLE 2
TO
[BEL 0 W EA VE BRA CKET
BUTTE COUNTY
BUILDING D'MMN
PR0
F 2
AND
TOM
TENER
REVIEWED
FOR CODE COMPLIANCE
NOV 10 2016
INTERWEST
CONSULTING r;Rni m
D
0 9% o v,
67 a `o
w= Z El
al
vws
30
6
UN F
Z 4 4
00 ❑ ❑
0¢n jm
z<�z
CO>az rn
E OOOO o,
.a, OU OZ .0
Z U4 3
.l. Aria: O
U U'NUm O
Sco/e: NOT TO SCALE
Drawn by JOE 7/15/16
Checked by. JAM 7/15/16
Project Engineer. SG
Job Number. 15-B-39475-1
Sheet Plumber. R7 of 21
The engineer whose seal
appears hereon is an employee
for the manufacturer for the
materials described herein. Said
seal or certification is limited
to the products designed and
manufactured by manufacturer
only.Theundersigned engineer Is
not 'he overall engineer of
record for this project.
Ronald W. Bennett. RE
HOLES ARE 13/16"
L�
AND LARGER IN THE FLANGE
rWHEN
OR WHEN HOLES ARE 13/16"
TABLE 2
AND LARGER IN THE WEB
7YP.
AND WITHIN 12" OF .A FLANGE
OR SINGLE PLATE WITH 13/16"
AND LARGER IS ATTACHED TO FLANGE
COLUMN AT MEZZANINE BEAM
_
OR ATTACHED TO WEB VJTHIN 12'
_
(WHEN REQUIRED)
OF FLANGE
,'AL?LE 2
n;IR.
TABLE 2
TO
[BEL 0 W EA VE BRA CKET
BUTTE COUNTY
BUILDING D'MMN
PR0
F 2
AND
TOM
TENER
REVIEWED
FOR CODE COMPLIANCE
NOV 10 2016
INTERWEST
CONSULTING r;Rni m
D
0 9% o v,
67 a `o
w= Z El
al
vws
30
6
UN F
Z 4 4
00 ❑ ❑
0¢n jm
z<�z
CO>az rn
E OOOO o,
.a, OU OZ .0
Z U4 3
.l. Aria: O
U U'NUm O
Sco/e: NOT TO SCALE
Drawn by JOE 7/15/16
Checked by. JAM 7/15/16
Project Engineer. SG
Job Number. 15-B-39475-1
Sheet Plumber. R7 of 21
The engineer whose seal
appears hereon is an employee
for the manufacturer for the
materials described herein. Said
seal or certification is limited
to the products designed and
manufactured by manufacturer
only.Theundersigned engineer Is
not 'he overall engineer of
record for this project.
Ronald W. Bennett. RE
ftl-'L OR PARTIAL DEPTH
STiFR-&,ERf AS bET4111-D
TA8:1.E 2 /'--
T:ABLF 1 COJT
1 1/2- pi%YOND
CONN. MOLLS
DETAIL C --IA AT FLANGE
TABLE 7 FOR FULL
DEP7:N STIFFENERS
TABLE 2
RIGID FRAME RAFTERS
WS -3 Date Issued: October 30, 2015
�f V TABLE 2
—
GM AW
WELD 1 1/2" PAST BOLT
J DETAIL B -7A PATTERN FOR 13/16" HOLES AND CETFlK C -IA
r _ _
LARGER IF BOLT PATTERN IN WEB THICKNESS TRANSITION FOR CANADA SEE K5 -1B
IS WITHIN 12" OF FLANGE.
3/76 DETAIL B -1A
� ..--- AVE G? TUSE COLUh4iJ DETAIL. C -IA "K "
FULL ORPAR77AL DEPTHo O LESS
/I S77FFE)N&S AS DEMILE.D _ J,� 0 o 12� OR TABLE 1 J.
1------ _-.----���
✓-''�� �jV TABLE 7
I 11� TABLE 2 3" \ TABLE 2
TABLE 2Y�
>T, IL C- IA
�A THICKNESS 7RANS177ON FOR CANADA SEE WS -IB , / TABLE 1, S.A.W. i
i
✓')FTAB-IA FULL LEND -H
DEALL C -1A I
"K"a ..II
WELDER ID STAMPS - ON FAR SIDE DETAILB-tA SECTION K VIEW
(NEAR INNER FLANGE WITHIN 6" OF END)
FL`LL OR PARP,AL DEPTH
STIFFENERS AS DETAILED
---- DETAIL C -IA
PIPE OF TUBE COLUMN
DETAIL. ?-TA
�i
TABLE 2
/ TABLE 7 CONT.
1 i/2" B=YCND
COMM. HOL ES
.,�
�-- DF, TAILB-A, FLUSH C'OA95i TICPi
GRINO W1 DS FLUSH
1,9HEN FL,NGE HAS HOLES
17AFTER, INTERIOR SUPP(RTS
TABLE 2
TABLE 2
TABLE 1 FORFULL
-- DEPTH STIFFNERS
SAW / 7:ASLE i C9T,
BE'WEEAI
STIFFENER:
74;+LF 7 \_ - I .. �' �- DETAIL E-2
/ I
i.I
--
TABLE 2--��.-1 '`�/.�' `�`� VIF OR BU?LT-UP
`
COLUMN
COLUMA' AVN LL) COt:WECTION
%ALL HOLES ll-tr`DE Cir" RANCES OR 4T(f`'"E-AIERS)
TABLE 2
DETALL B-lA
- SAW PULL-THRU WELDER OPERATOR
- HAND FITTER RAFTER TAPER MAY VARY AS SHOWN
- HAND WELDERS (CENTER ON FLANGE)
TYPICAL RAFTER WIELDS
DETAIL B -IA
DETAIL
TABLE 1 FOR FULL
DEPTH S77FFENERS
^_ 3AWjABLE 1 CON7
-(BET4IEEN STIFFENERFFENER
S
\
AND 1-1/2" BEYOND
OUTER CONNEC77ON
HOLES
A4 'L DETAIL E-2
DFTAII_ B--tA
TABLE 1
3" FOR BUP
TABLE 2 WF OR BUILT-UP
COLUMN
COLUMN MOMENT CONNECTION
(HAS BOLTS OUTSIDE OF FLANGES OR STIFFENER)
WELD COPED GUSSET PER
TABLE 2 WHEN PRESENT TABLE 1
8"am
e�-- /--�
TAIL B -1A( TABLE 2 u
3/16
TABLE 2
F /TABLE 2 ' jjJ TABLE I
TABLE 2
COPED GUSSET PER DETAIL B -1A
2 WHEN PRESENT
(TM)
RAFTER MAY VARY AS SHOWN
THIS 57TFFENEH WILL HAVE HOLES
AAND MAY OCCUR ON ONLY ONE SIDE OF WEB
HIP RAFTER STIFFENER
FOR SKEWED RAFTER SUPPORT
TE COUNTY
PlOr
REVIEVVED
FOR CODE COMPLIANCE
NOV 10 201
INTERVWEST
CONSULTING GROUP
__ ' _-_.... L._ _.._ n __ _ _. _L-1_ _
TABLE s
CONT.
TU
TAB!
< ENGINEER TO SPECIF'
WE'..D SIZE
J fJP YFL D
OP,
IONA L CANT/L EVER BASE PZ A ,F --
a;nAIGHT COLUMN SWTh
DEPTH RESTRICRONS
L A N TIZ E v_f, I Or i�IV%N
C 'f:,,%,E •'r
T„s;LE 2
T,4311 2
E2
3116" VLPG7H PER 0_'"S1011
i
3116
TARLE 2
-IA (7YP.)
TABLE 2
TABLE 2
�(OETAIL B -1A
B --B CA"•,'TlLl.'✓E;R BASE PLATE
ENDWA.LL COLUMN
TABLE 2
TA
I: L:Il'lallW
WS -4 Date
Issued:
October
30, 2015
3/16
3/16
DET
L C -IA
3/16
FULL LENGTH
FULL LENGTH
OF FLANGES
3/16
TABLE 1 S.A. W.
TABLE 1 S.A. W.
FULL LENGTH \
\
BASE PLATE
END OF FLANGE
FULL LENGTH
OF FLANGES.
UP 12"
OF FLANGES.
TABLE 2 FROM N
-----aTABLE 2
N /
J/
TABLE 2 FROM
CAP PLATE
`
CAP PLATE
DOWN 12"
DOWN 12"
WELD PER STIFFENER
DETAILS ON WS -5
p
-N-
DETAIL C -1A
SEE WS -5 FOR WELD
DETAIL C -1A
TABLE 1 S.A. L2
FULL LENGTH
OF FLANGES.
DET
L C -IA
TABLE 1 S.A. VL
TABLE 1 S.A. VL
FULL LENGTH
FULL LENGTH
OF FLANGES
OF FLANGES.
N TABLE 2 FROM
TABLE 2 FROM N
BASE PLATE
END OF FLANGE
L 12"
UP 12"
-----aTABLE 2
C C
TABLE_ 2
TABLE 2
® •
SECTION C -C
FIXED BASE CANTILEVER COLUMN
F_NDWALL COLUMN
ABLE 2
I I
I I
I I
TABLE 2
LE 2
TABLE
KIPS ,f7 OR J,r6
T �� T = 3/4 MAX
PVI
1 1 5 / OR 20.4
I ..(\ T = 0.432" M.4
I ROOT = PER W
BEVEL
7q� PER WPS
OI I
� 1 I
COMMERCIAL STEEL
BACKING RING
DETAIL H-4
HSS ROUND SPLICE
DETAIL H-4
4
2PS2 (B -Lia -GF)
T = 318 MAX.
OR WP46a
T = UAL/M.
S.
ROOT = PER LOPS
GROOVE
PER KPS
CARBON STEEL
BACKING
DETAIL I-4
RECTANGULAR TUBING SPLICE
OR
PIPE RECT. TUBE
WELDS LARGER THAN THESE STANDARD SIZES MAY BE REQUIRED
REFER TO FFABRICAT70N DOCUMENTS
INTERIOR PIPE OR TUBIE COLUMNS
ANY PREQUALIRED OR "PROCEDURE OUALIRED" FULL PEN 6YaLD MMY ALSO BE USED K17H COMPANY APPROVED KPS.
ENDWALL COLUMN
(BYPASS GIRT)
ABLE 2
TABLE 2
LE 2
3/1
TAB,
7 WELD REQUIRED
ON !HIS SIDE
SP,EFENERS
3116
`-r,-( TABLE 2
END ✓ 1ALL (COLUMN
(FLUSH OR INJSET GIRT)
BUITE' C qTy
V
m�
OR
m
n
0
of 1
•.� c q 0,
J
C
m in
'� 4 W
�_ lr wzm ®❑
Y3� a z
OR " i3b z - 0,
ox
v �0 .,
l h x
LL� Qmno t
S9 I
Ek ¢4
z N v M
-W a` tit
00 ❑ ❑
F
Ujp
�4r
if
Hoz -P
Z
>aOn
m 000UC U
g 000z 3
�zm=i2 F
U UNUm Q
Scale., NOT TO SCALE
Drawn by. JOE 7/15/16
Checked by. JAM 7/15/16
Project Engineer SG
Job Number 15-B-39475-1
Sheet Number; R9 of 21
The engineer whose seal
appears hereon is an employee
for the manufacturer for the
mat®rials 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.
Ronald W. Bennett. P.E.
REVIEWED
FOR CODE COMPLIANCE
NOV 10 2015
INTERWEST
CONSULTING GROUP
kr �
13/"is I/
—__.=x567 =__co ==
TABLE 3
TABLE 1
BEAM WELDING
WS -5 Date Issued: October 30, 2015
FLUSH
NO VIELD REQUIRED
SC1, 57C,9, SC74 t ,�._ ( I J\' • TABLE 2
27TI On sfPSi65� `) • TABLE 2 SEE NOTE
TABLE 2 }
:N'0MELn REQUIRED /
3f76 � ' '�,.-�..� � - ,9 a � i. 11 � f •
SCJ, S^56, SC57, SC27
NCI Fi1:4L11'v G1,R7 CLIP
STABILI[ER
PLATT
IF REOD
TABLE 2
SINGLEPLATE CONNECRON
K%r_'LD OUT FLUSH W7171 ROD TANCENT AS SHOWN
E
=0,/4 HIN
2� 1'
4 F—��iE p.!liJ
BRACE ROD CONNECTION
ji 4
AT Pi o-u,C
14-,�.:..5
BEARING STIFFENER
IT I
I T7=LPi 2 I ~�
AT FLANGE
WTn0 T HALES
I
I it
i
T !I A:S"ei 2
FULL DEPTH STIFFS -MER
PINCH STIFFENER
T!,"! E 2
"Pic"i_
SINGL
)IIJS OF COPE
BE 1/2" MIN.
DETAIL L-5
TABLE 3 PARTIAL DEPTH END
PLATE RECESSED AT FLANGE
LEAN—TO OR END PLATE CONNECTION
TABLE 2
TABLE 2
STANDAr'?D HEAR CONNECTION AND COPES
FOR WEB 3/8" OR THI:^.KER
IP; "Q"
FOR WES 51V" ::HICK OR LESS
STIFFELILS 'VELDIP G DETAIL
FOR &Eii/,1BERS TO BE
PRIMCD of PAINTED
FOR FLANGE 318" OR THICKER
NOTE' IF CONNECTION PLATE IS 3/8 THICK
DETAIL M-5 CR MORE THEN WELD PER DETAIL B.
PARTIAL OR FULL DEPTH END DETAIL N-5
PLATE FLUSH AT TOP FLANGE END RAFTER
END RAFTER AT CORNER COLUMN STRAIGHT OR TAPERED BEAM
HOT ROLLED BEAM OR CHANNEL OR
SECTION 0
F0,4 FLANGE 5116" THICK OR LESS
HOT ROLLED BEAM OR CHANNEL SPLICE
/SC1, SCh9 SC74 f_� TABLE 2
SC63, .SC91, SC93 ./ V
3%16 Jh SEE DETAIL K-5 B
SEE DETAIL K-5
SEE DETAIL K-5
GIRT
CAP WELDING (SC3, SC56,
FTFFENERS
STi'FFENE'i VvELDING DETAIL
FUR IV i✓,'BERS TO BE
I-!Ci—Lifr'PED GAL VAN',1 ED
?EQIJIRED A?'
ALLOW HOF—DIP
TO FLOW
P WELDING
FFENERS
TABLE 2
\ 3116
TACK }
/ 3/16
DETAIL B—IA —/ '—=�
GENERIC BEAM DETAIL 0-5
EXCEPT PURLINIGIR7PURUN/GIRT CLIP
CLIP /_(SCI, SC19, SC74)
SC272) EXCEPT GIRT CLIP TABLE 2�
GIRT CLIP
(SC325, SC326, SC327, SC328)
FLANGE CLIPS & WEB CLIPS
TABLE 2
Ld � DETAIL K-5
TABLE 2
—I—}--(
3116
TABLE 2
V � TABLE
EACH ANG
COLUMN TO
RAFTER CLIP
HOLES VARY
TABLE
2PF1 OR WPST*9
TABLE 2
S=2m "X"
WING PPLAn
WHEN UJSED
SC2 AND SC280 DETAIL
TABLE 2
VHEN USED
5115 FILLET
FOP, 112 OR
THICKER, PLATE
PIPE STRUT
WING PLA TE
FOR ROD BRACING
I
TASLE 2
R0D BRACING WING PLATE
TABLE 2 X"
�/--j�EACH ANGLE �I
TABLE 2
EACH ANGLE 4"
WIND STRUT
BLA T`I"E COUNTY
BUILDING DIVI SIOiN
AC)VE
REVIEWED
FOR CODE COMPLIANCE
NOV 10 2016
INTERWEST
CONSULTING GROUP
r
II I Ill �
"1
< 9/4„
r�r-tc�AL DOON L
ANGLE —�
T Y,Cr%CAL COPING
! P '
)_'ENING SIZE COLD -FORMED MEMBERS
WS -8 Date Issued: October 30, 2015
��rF�nm rt 1P r�`� or GREATER NOTE: REFER TO NCI WELD MANUAL FOR WPS's
„
�s1 a
thickness of thinner member
_�----�_-- —_—
DOUBLE CE" COLUMN
S99tE CEE
TYPI,vAL COD FORIV PA SE
' StCCitih� A--,4
n`D FORM _P_AF ER ME-;.__S.T'�TENrR do C 'LUMIU CLIP
F)P. BOTH
P RESENT
OR BOTH
P ?RESENT
_I Y^'Ir_r,L ,.COL UM.N vR R,rDGE— TIE
bUi( JUIN!
^OU&C CEE RAFTER
'N;Ct£ CEE RAFTER
SC2 70 RAFTER
thickness of thirwer member
OR
CLIP ANGLE
SUPPORT PLATE
ANTI—ROLL CLIP ON COLD FORM CEE
CLIPS AT END OF COLD FORM MEMBER
--------------
TYPICAL SLOT REINFORCEMENT
TYPICAL STITCH WELDS
L .I. LU'' -_.._-
OMEP SDE I'JI16V �.
13
ill
ElTHEP, n'COF / "r '- lz
HALTER CONNECTION
O
O O
i
!
O O O
LO O O O
_DOUBLE DOOR JAMBS / HEADER )TYPICAL GIRT/PURLIN CLIPS
REVIEWED
BUTTE COUNTY a Y FOR CODE COMPLIANCE
BUILDING DIVISION
�
`"� g �.�'® E NOV 10 2016
At
(z P, "^`� I � , i
INTERWEST
CONSULTING GROUP
i#, .circ, r�r,r=ndr 23 Inc C' n. r -+n 6, :7
EEO._
.,,:,h Il a
�/- P'dsi SGP (When Re
) note- ul Roar Pia:
5yrn%d
]h d
Pt div
(¢)
Column I
Slem Line
(2) goes Unless
Sled M e—wise
On Erection Dmwinge
I Roliar
p{ (4) Dolts
I With Wash rs
, Caiumn
I
Ali Ea*s To Be 3'' UMes hc.e.d. t
E q eIred U , res. T hip 4"
d
Ta ua On Errtboc „r..gs.
hen»A
Bolts
Bearing lcragmR Eldw all Inside "c a a, in> Ex e tsion to Bridge Channel �'eg° eV
EF07117
SeC,en Lou Side Eave S. ... and P, dir (Roof Slopes 43:12 Or Less)
nn Data
Flush Polar 15 �0
/-- Pudin Pudin Stmt (When Required)
Denoted On Roof Plan By
Symboi -'
is s^
Bridgo Channels
/'
Eaw Strut
/{ (4) Bolts
(4,
Column
Steel Lina
(2) Bolts Unless
Noted OGrerwiaa
On Eradkin Oraw!ngc
Rafter
(4) lsBaps
Wt% Waers
Column
cKnwvicn A Butts To a fit Unless Noted Scotian ^A"
Ft Required Length Refer To Gdp —_
Tele On Erection Drawing&
Purlin to Rafter __ r
Standard Connection - Flange Brace FB4_
rection Nate
Lap and attachment o! Purlln
varies refer to Roof Plan and
Lap Detail for requiremeMa.
Purlin Lap Symbol denoted
on Roof Framing Plan
on
0
(2} k"o Bolts each
end of Purlin lap
3
0 D
J"0 A325 Bolt
Flange Brace
each end.
FS4_(when
Girt Connection
At Bypass Column
nnel specified)
Pa9CF01120
Data RB,
Attach Flange Brace to Rafter
sops CF01121
and "Field Bend" to attach to
lower Purlln web hole located
Affe hm t Jan'14 132
2'-4" from center of Rafter.
Erection Note
Its
Flange Braces may be required one
or both sides of Rafter.
For requirements, and locations at
••_•~- _�-.� W, r I v. Rod B i A. s,'oAy -\
Se: era on D, ve;r'as for I'
Main Frame and Rigid Frame In
Eadwa!I refer to Cross Section
For requirements, and locations at
niqu red cart Mork and lc,. -a n.
Bearing Frame Endwall refer to
"Roof Plane.
------ .__.._Rod Brace nom.
Attachrsoent at Web Ja
Rod Brace
(See Erection Drawings for Part
Mark and required location)
9nor
threads after
final tightening
Slope Washer
l Not
meso Items snipped
Flat Was"her � Sea tableblebelow for
Hez Nut
EREc-nON NOTE OFTAIL AT COLUMN SIMIIILAR AT RAFTER.
Far Rod Breaking that falls within
the Girt Viet„ the Erector is to
Align slot with add c minimuum site slat for
Rod area!a� the passage of the Rod.
PART MARKS FOR ODD BRACE
ROD ROD SLOPE FLAT HEX
DIAMETER BRACE WASHER WASHER NUT
J"0 WROS__ WSllO WFH500 HSN5GO
J'0 WR10w511O WF -1625 HSN625 't
;'o WR12__ W'S120 WFH750 HSN750
J"0 win 4__ WSI20 WFH875 HSN875
1"o WRi6__ WS130 a 13001 HS"a COO
r'
si ale t, evf ed Rod Btace PF04113�
GirtPogCF61115
Cee to Column
Girt Connection
At Bypass Column
Pa9CF01120
Data RB,
By -Pass Zee installation
sops CF01121
Affe hm t Jan'14 132
Standard Con �eakion
Jun'15 00
Jun 16 02
••_•~- _�-.� W, r I v. Rod B i A. s,'oAy -\
Se: era on D, ve;r'as for I'
c
niqu red cart Mork and lc,. -a n.
g
rppp.
Column
6 note 1 fly r,.�
Tumb kin included cr ,.e i ��
k , � f
�/"� /
(2) "0 Bolts at Each end
Unless Noted on Erection Drawings
(2) rO Bolts Typical at Connecticn.
Bolls when f
(4) not B G rt Lap ,
Denoted With Symbol }rs,( on
the Erection Drawing&--�q�—
i/4"-
—` -- y
Aa»w^m l) rly even tR
i endo a' R d are GlevkadJFi��rl�.
'A r%�,
t
%
(2) }"0 Bolts at
each end of lap
{
— — — -
v''
/ Ed w. h t'ax Nut
r' A'25 z 18" at ro 8e ro `:ed
f �'0 A >. % 2' o, q"4 Rad
i
�
{ Ld
`y¢p
JI !
Section A
TdonglC PDowc
Points In Dir»ctin
Of Large Flange
.a e A52. z :' at #"0 & 1"0 Rod
1 J A..c5 ,. 3" at 1z"0 Rod
�,
--.---_.
(�
�
a
f I C
Zea Lop
F _
T IfM11
+.
Outer ZeeGirt
Flonge
A
{
Channe; Girt
1 ,. 1 ^oWn
V s P otc
`
J
Inner Zee Girt
`\��.,
S
Pairer or plpaj7ube SWt
1p
�--.�
L Column
Flangge
Flangd
n.
Chsr,rr# (, r< ��
Factory Welded Clip
w
CE-yFrnme-CLFrnmee
r Far Rod R.ocing that fdh we in
the Girt Web.t E. ct r, to
A17gn s:ot with end I r r -. C� add a mfn»n..trn t ze alae for
�`` }� / t: a a nage of ha Rod.
,:jr
-
A'Romoto Correction --
i \
Column
(Shape may Vary)
Refer to Erection Drawings for"-----
Girt Lap Symbols and C101122
The large leg of the Zee must be alternoteed from top
for Lap Symbols and Lengths
to bottom in to the member ccorrectly. A
order nest
triangle has been added to the end of thef Zee near
{ ,
the connection holes, that will point to thee large leg
of the member.
IERECilcN MJTF Ci AP A'COU H4 AND q SiellLAR AT
YiA.A�Fst O4 PIPFj'1 Pr S7F .
ii \ %
Sactia[I_�_
All Bette to be Unless Noted
-- ---- --- ---
y
'-'
Ford Length Refer to Grin
Length
Tablee on on Erection Omwincs.
_
a � � I�' REVIEVVEU
I DIVISION FOR CODE COMPLIAN
B WNG
' 0 ' Nov 0 2015
INTERWEST
CONSULTING GROUT
'I I 'II fl � I' � _ II �,
e
O
C E o
u o
in
o a
®rt o u
in
b aH ' aI ti
O "
gz;rw,U Li
wS
-O
° yy
is
V G
P
E e T
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4 4
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F w
0wico
H
zaa`Z
i o><2_ 0
C UOUO a
oOUOZ•E�
z 0< q
�Om2>r s
U UrNUm O
Scale: NOT TO SCALE
Onswo by JOE 7/15/16
Checked by. JAM 7/15/16
Project Engineer. SG
Job Number 15—B-39475-1
Sheet Number. R12 of 21
fie engineer whose seal
appears hereon Is an employee
for the manufacturer for the
materials described herein. Said
seal or certification Is limited
to the products designed and
manu`actured by manufacturer
only.The undersigned engineer Is
not the overall engineer of
record for this project.
Ronald W. Bennett, P.E
Girt Pnd fur, Coirmerfion
At Byposs (Cpl .'2m;ind I Wier
It—
g ce of p I
Girl a fe?In
➢ac Yte c� c!Ip -� i{ t- (tl �?
its P"t"y 8s ed Clip
,:r or RdeA ;. �j
itr in Ro'e:"
e t
c
8 Lap x-IbaE �,
G
1
i .-51' az 5417
k
1'-51 at t7
2-5y c6 <?1
a
2'-c')' ori � \
p
a-
<3>
22 6 Guns it Column
1e,
11-1 Flush Siidevall or End'.:rali Mtp
V
li L (4) 3"p Salts
ii
(2) }"e falls
a' oath erd of lap
f Girt N °unix "�/ / i-rj
a -4 Buts Tlipical at Connection.
Fx;an• tYaided Clip -/ y 0 Sit when CIll or pidSn Los is
` II reretd anti S+l,ai ,* the
( t lump w Rafter I ¢r...7orD.cerg-.
Lap SY"!ba3 <T'._.-_ 1 R ^VN Rafe- to Erection D.ortng s for Lop
',;Thal ct Girt and Punta Coorestmr.
2U SECTION LAP TABLE
'MBOL LAP LENGTH SIM' LAP LENGTH
Bolts to b. n 4 Unless elated. O Q1. Y-5
rt Ai! ?
E Far Required n h Rema to Gip
Table an Flectiotion Drawings.
CL292 oI .....,_
Shooting Clip
(1) Pester, #12.A
12-14 x 1' F.H. DP3
at each and
Eave Strut Connection at Main FrameCF02030 Eave Strut Connection at End Bay CF!
Interior Bay Feb'11 p®1 j Bypass And Flush Girts "feb'
/-Roof Line `r Roof Line /-Roof Line�Roo, Line
9 V T b
4n rn y �2 v1
on
v m c i m o z
2" �- s W 2" 2" 5 x LLi 2" 2" z w 27
2"
t
� �lca
i5)Girt Depth + N 1 Gir# Dept th + i/4"� N
i
-By-Pass Flush �y-Pdss Gt Flush Girls
Ct Rafter 1/4"
1 1/4";1 1/4"' Roof Line
/ (4) 1/2" X 1 1/4" A325
' Bolts without Washers 0
Eave Strut a,I Eave Strut
Bottom Flange
J
N N'Or..Ti_
Steel Lire vl ;
—
(4) r6 A325 Bolts
BayI Bay Varies Column or Rrafter
End Bay
r
t
C d'
t- ' So,.wd Clips , ra"tT^.d 0 en.ii Connections AC01320 Bolted Clips s •Framed Opening I
a pQ.ln w,.. F,ntl .ot Sac - $J clip cFczo3e p y p Op g Connecd ons AC01323 Balked Clips •Framed Opening Connections AG01324
Fit Patter � ���;AG,14 a�4 Gold Form and Hot Rolled Gee • i6lree anal Four Sided Openings 5 -a '14 ®2 Cold Form and Hot Rolled -Base, Girt, Header, and Sill to Jamb IM °14 02 Cold Form and Hot Rolled "Jamb/Sub Jamb to Z±oe Girt Ju!'1i ®0
--- —
g ?: Boil Back-up C� +ate; All Haizontci Members within
S p 9-' ;lea- Opening are. Capp and attachez
Sa Roof t'emn'9 A ',a Jamba with JI Fin read P c SC425 Clip See AC00Qt5 thru ACOOg23 SC425 Clip (2) 1"6 Bolts
l Pim jr Loco .n Typ. at Hsadw and AC01324 thru AC01332
g0 f B pu s Puri!n Horde•' (2) n"O Fin Jamb/Sub Jamb t° Girt within opening Is " Hole Location, from face of Cee
S"92 of 1Q our'-„ \ f F.._ if.et Rolletl% Head Baits (Cold Form Shown, provided when Framed Opening *i}" Cold Form GJ-, use 111"
EE pf Q:i=('aid Form)I ) is to be paneled over. "-'I Hot Ro!!ed JL &z .Y2_ use 111" +Web Thickness
g ci i Fi.s a 6 Hot Rolled Similar
(2) 1'4 . ,S" --` ; ' ( %e ACOIJ23 —Jamb/Sub Jowitt
A325 e a` )ir Header (Cad Form Showwn,
s ;c Opening Width Hot Rolled Simllilar
Eraouon Draori tro 2 e/Ca_G t "" a¢ Cee G''t Zes Coe Grt (Cold Form Shown, Opening Height lamb/Sub Jamb )
F ___ _ e ! Hot Rolled Similar
@E nip '\ �. r 2 / - — > (Cold Farm Shown. CL751 CItP
1 y \ :rt CL751 Clip Hot Rolled Similar)
1 Y See ACo1323 �(2) 4"0 Belts
CL751 Clip - a, "" Girt within opening
4
i�)'A' 4 `' t �\ Tyy. at Girt 1 _ Girt - Zaire Girt
*'t$ Rafter rn� I I g Opening Width I (2)"m Bolls (z) 3^a Baaa
t4Tt - ^..,` //� a Jamb---, fr Jamb Header to Jamb
1t5tit \. p' _ t `R_. (t'.ax P ',td JR_ (Hat P.oilod) ��- ,-...-"a..'°
' j GJ-, am)
1Cald F DJ- (Cold Farre)
Girt
-:i`ll
0. 07323 - - t a I
s Haigh
lei nt
See ' ---�
Fin _h flax Ii_. Opening Width Girt t (2) 'p'0 Bolls `
— �— — Field Drill 16 a Hoes m Girt all (2) rO Bats
_�,Y I He B FIs Field I acted Framed Openings
Opening Yf:Cth _ I SC425 Clip Head Bolts N .11 r. 6 -•J �Lr fff------- ------iii
( r Sr floc., oming lraa3L.!;Li..�d-Alm11 Sill -Jamb/Sub JShno
/ (Ct!d Form Stovaa,
/ "" C,;r* w i., e,renl^ is Jomb Sub Jamb Girt to Jamb 04757 Clia
Plan for a^atar g (Cold Form Shown, / , Hai Rolled .nm,ilar)
L 1 c Rafi. / crn0 a, g n,ir _,s Provided when Flamed Opening B
Fs;i Sa to Cs naiad over. SyA2' C•p-' Hot Rolled Similar) Hot Rolled Smiler
(cold Form Shown.
G 'f2 g s0" '1ilY:E Pa' r1D at Faaderf5111 \0-
_ 'ea RCd0975 ihru AC00923 )
SC94 at '12, porton `/ ,"rand A101324 thru AC01332 Jamb,/-;t!;h Jnnb tQZze Girg
x (tool Raid) Sill Height
9 25 Bc t GN 'Cold cc m)
�� S`.5%'i Erects Al triol on I Hand"0 Fin
Bolts CL753 at 0" j
E I 1 -Set AC01323 I
Erection simian, L
1 ly I er_/r C I Z Csc G1r4,L Zee/Coe Cee Glrt .:' / !� (2) }"a Bolts I Jamb/Sub Jamb
/ " %' 1---- - (2) }"6 Bats CL757 L p iz"
c l 1"6" O ' (Cold Form Shawn,
.>, Flsid Drill 9 Holes M Girt at
Cad Foran Jambs Fid Locatod Framed Qpenings
Hot Rolled Similar)
Cl Tat Gip See AC,01323 i Zoe Girt
l� U
tl ( a F- et Cvi $ At Cold Form Jamb Jamb/Sub Jamb y ,,, i CL751 Clip
(2) }"0 Fid Bolts at (Cold Form Shown, I, p TI J k-
._2 a vi' CL751 CII
SL Three Sided Framed Opening. Hot Rolled Similar) li Girt , /� Girt r Zee Girt
1. (Hot Rc!lad) w (2)"0 Bats at Haight / Heigh,
( ) Jamb Opening / c� 2 tl Bolts
r Oald Fcrm Four Sided Framed 0 enin
JL -(Hot Pr'ie6, JR- (Hot Rolled) z �m Anchor Rods J 'J Field Drill R"3 Holes In Girt at
Rolled) _ O O Jamb Sub Jamb
OJ�Cob Fam) DJ_ (Cad Farm) n) L •_\` __-_ (Cold Form Shown. 1
p I �i IField Located Framed openings
6 Fafinr -_ ramieFinish Fne �� Ian. I Ha{ Relied Similar) in
( �a �g�tenOsr 3" � !
t See AC01323 21c" kmIn410Jr! nL i � 211.
Ij }" Base Plate on JL & JR
do G;.an ng Y,rdI thru AC01332 Hot Rolled Jambs I e is leo G'rf
d�mn.� iJam4
Ea;:�S!J�zLFicaacd..4i�filog. JRa12.1a�11sh Floor I
P -UI D1t,!G DIVISION
sf. E
a
m''
REVIEWED
FOR CODE COMPLIANCE
NOV 10 2010
114 r w-•
CONSULTING GROUP
0
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4
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ann
2
Checked bac JAM 7/15/16
Proadt Engineer SG
Job Number. 15-8-39475-1
Sheet Number., R13 of 21
The engineer whose seal
eppeom hereon is an employee
for One manufacturer for the
materials described herein. Sold
sell or certification is limited
to the products designed and
manufactured by manufacturer
only.The undersigned engineer is
not the ovemcl engineer of
record for this project.
COI,d'` or1Yl gird Hot rolkd Clad= - Fink.iing BCbtiOPi.i."afribs
eL•/Sun ,iamb
<` Fane 5hc•-rq
• eailod simtar;
F;,ISt,ee!tna Atic
'ride vit ora Attr";h ricin
12) Ferhx:cr 412A 12-".4 x 1" P.H. 03
at Cci<: form Jamb and
(2) Fasteaer 415 12-24 x 1}" P.N. DP5
at Hot "%..lied Jamb
^' Cifn with
'W Fill Head Date
Jamb/Sub Jamb
(Clod Form Shown,
Hot Noted Similar)
RAI Sh.zting Angle
Field Cut and Attach eld,
(4Y Fastener 4113 4�14 x 14"
i
OL751 Clip with
(2) ja Fla Read B:dts
i- Jamb/Sub Jamb
E tIcbl Fom Shcw%
iy Hot refund Similar)
%.-Girt
Attached with §"u bon
Knock Down Wa! Boor Anchor Pl7cement
2 i/2"
Smiting -'
Nl ch U required
_ne _ — __.__-- --------------_—.__—
AC05130 Knock Down Walk Door With Jamb Extensions AC05131
T Date R. Single Skin Wall Panel Outside Closure Requirements; at Eave
�Danr, Proles />- 1/2" uta. ease AnchorsE
(prcvided by door o Q o
manufacturer) u-
_ ' `o N
is t�5 t3
—///•—Yiiri"'YYY
r
titeal Lena
The adequacy of the 1/2" die: base anchors provided by the door
man,, ue.r r ,.a rotf t e rrs crs!bchr of the BuiIB ig Manufaatuer.
Tie ad..1r rcy of these hwi anch is should be determined by a
qualified fcvan3:Pio" epL3ne i.
With Low Girls Attached to Door Frame Mar -16 02
Foam Closure
PER
GM Ba
AVP/ PBA
Jamb Extension SL s„
(See AC05138)
Eon, Stmt
HW460
VistaShadow
--
See Note J-
FIVA24
P3C
HW462
PBD
HW'463
Eava Trim
HW412
Jamb
Door Frame Jamb
(Profile Varies)
Extension
RBI) (Reverse
Rolled PBU)
Jamb 90
Extension Fastener r2A I
7.2
HW461
12-14 x 1"
Cm
I. Z10
®❑
Pancake SD
w
Door Frame Jamb W/0 Washer
(10 Req'd)
Outside Foom Closure
Low Girt
A
Walk Door Clip U
(Sae Chart)
(NDCB,K^JCiO,WOC1?.)
c4
F
Jamb Extension so_ etre
Z
ON
Walk Door Anala (WDA) HM582 for 8(" Door Frames
See Detail B. aced to
Woil Panel
(See Chart)
Field wt
Brace Strike Side of Door HW9876 for lOr Door Frames
Jamb When low Girt at HW9877 for 12)' Door Frames
A
Girt
0ewtion 2'-6° thru 4'-6"
0�4Zh
is not Present
U 000
U
Attachment to
c
ZnOQ
Concrete not by Nate:
y Metal Bldg. Mfr. If Girt has a 3r Flange Field Detail at Foen C'osu-a
Notch Jamb Extension Channel (Low Eave Shown High law, SimAoO
W Clear Girt lip. Do net
Framing Elevation Notch Girt lip.
L r Girt
taw Girt Fastener p12A
Field cut at 12-14 x 1' Panrake
Door Frame Jamb SD W/0 Washer
(two an Each Gkt
Door Frame Door Frame J
�� Jamb Header section B
Sect A �H�-
Fastener /12A Walk Dow Clip
12-14 x 1" Pancake (WDC8,WDCIO,WDCt2)
SD W/O Washer
(two per Each Side of (2) Fastener �y113
Strike Side of Door Frame ;-14 x ij" SD W/0 Washer
Janb leg} WDA
Strike Side of Walk Door Angle
Door From. Jamb
Detail B
1 -all Panel
Foam Closure
PER
HW'456
AVP/ PBA
HW465
GSC
HW460
VistaShadow
HW465
Nu%all
FIVA24
P3C
HW462
PBD
HW'463
Stiadow.Rile
HW412
Designer Series
(Fluted Only)
HW4D37
RBR (Reverse
Rolled PBR
HW455
RBI) (Reverse
Rolled PBU)
HW459
7.2
HW461
Eawe Strut
Eave Trim
(Profile Varies)
Outside PDR
Metal Closure
HW429
P13P Wall Panel
Detail cot Da R Pa Metal Closure
Fee FOR Panel Only
Farm
(Law Eavwe Shown High Este Sknilar)
r t,008003 Forrined Base Tfim FWU2010 PBR Wall Panel PW02107 PBR Wall Panel 'PW03001
S'tgi ; SMn VVan Pine! Otat;;lds U Isu:e Rr quinaments at :cake cr- Rev , F73 Formed Base Trim Without Panel Recess °ate iRsa Outside Corner Trim °ate ReO
e "era I
IvoV'15I 00 C13i8i1S �eQ r10 QO Ocet'14 00 Mav'18 08
Rake Aran -�
PAI
�4
F-
Fnrined Rage Tris;x 28'D" (=rri,�a1
Rahe Trim,
f=%'3, sq,ure cu-L2
at Loth ends
I
G O
m
Outside room.annu-/
Ese Curt and Mo?A
W_7 Pcoel -�
r", Chrh'
t_ .
PLILII_e�.
Rake-A.nye
A9
R,!v Tran
(Proele Vw'. 0
FOR 'Nall
Aside Meta! Closure
uf429 or 4W429A
lode Mote $a)
D.ta3 nt 0 L-- a? Me4Rl C_m
For PER Pmol Only
E t.,;
0ats7Pz rand ,!es - yea n r•_ sulrN at ti ,ted .. .ai
2 . LR Well riorel lase a f'c ' . F c t d fici P,10 zirle 4A2 r rose and HW --22
far R R r Slope Gr s.ren 4:12,x,ai r '! n s4 o Pm.t Po--.
3�IR41 e Cur,ce! h%tchi fv R t yi&01,Thr dp+2and 9'l40A for
co, b v ^tor'" n Zj 2 n° a 41 AP
Ftkc 4dn ,M R,j,d,4d fr ni . -rid p 4 cu `v m; e, Sate Evan Reef Pard „al.." let 1^^u' -Oe
:''.3ke A1Yyl4
fiAt
Eike
( rad.
/sae Vo.
C, rds room (I., S a:n -% .
Metal cunt..
t Cctrioncd �"
Pare; -1
(PRS Civ jt
Tletall at Rake Sik!e Rine
out to cut of concrete 9
i73.._ _ F73 I °h' F73_
—Svild•ng Slob-�
M
�
�4
d
Fnrined Rage Tris;x 28'D" (=rri,�a1
q o
f=%'3, sq,ure cu-L2
at Loth ends
G O
m
Edge of slab
M
is'
IPrT� `o! >lde
Fle. o
w� C ning ^'I cope
?: hoz
9 UseA n) rkh mI ' Aenosmideleg
Concrete is
7al caaOmmMded. MG
I ' Corners
2 Attac mel: of ',[in to
aaee! by tl a
3. F m,3ll Lasa ,rhn Io p,airdad in --
20'-O" lengths (sial.), field s , i73 �ig2,
dui as rsy''i. .2.v' Out to out of
0:tt to at ci mncraia
Concrete
famed ase Trm .metI L'd OUt
s/ 1"
/-I/A" Cu. Anchar (alin)
11` / at me O.0 (,Ih) NW1112
7- t no+ Biala M
i \ji
i
. /~) -Fastener 14A
a�l��ra ., � Vtz1/g"
\ Ca^err„e
:.�—. �� ,; .� (2) Required
1 7i3° �
5_rtion"A"-Ilmmed lies, ?yp_cryl Cvt>ide Corner P.nolicanon
PBR Well Pane!
Fastener #17A
12-14 x $" SD W/Washer
5"-7"-5* O.C.
Concrete Fastener
}"d Minimum
Optional Foam Closure S -O O.C. Maximum
H,8455 (Not by Metal Bulking Mfr.)
Formed Bose Trim
F73
a
PBR Panel
Field Remove Bearing
leg as Required
Corner Trim
F830 or F652
Fastener 04A
J-14 ex I" SD W/Washer
at V-6 O.C.
Fastener #17A
12-941 x 1j" SO W/Washer
a: Eacct Girt
Steel Line
PBR Panel
Steel Line and
q Panel R
BUTTE r�IlI��'
13JILDI j,);Vi n0N
REVIEWED
FOR CODE COMPLIA
NOV 10 2016
INTERWEST
CONSULTING GR
a
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The engineer whose seal
appears hereon Is an employee
for the manufacturer for the
materlals described herein. Sold
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.
Ronald IN. Sennett, RE
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Sca/e: NOT TO SCALE
Drawn by JOE 7/15/16
Checked by. JAM 7/15/16
Project Engineers SO
Job lrumoer 15-B-39475-1
Sheet Number. R14 of 21
The engineer whose seal
appears hereon Is an employee
for the manufacturer for the
materlals described herein. Sold
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.
Ronald IN. Sennett, RE
_I J I . _ _.... _. _ _.. ___. _.._ _.._ _._. _._.__ _ _..._ _. .a _I_i_._
Pie„ a Fw1ie6 ___
DPen tIfa,l Wine, WTI
Fr e o 'i'A
t
c rt
1 0±
{
�.-
orn was Wm I.
Op-, 4'iai? Coraar
F1:3 , Menber
!'2950 8 1,'2 Atambar
F411O Member
F4111 i2 tAsmCar
Foetenar. p17A
12-14 x '1J• SO W/Waeher
m oath Ort
Fc:-Auner #^.A
4'-14 x J" SO W/N'a=.her
at 1'-,0 C.C.
HR SIMM panel
Panel @ills Lap
1-14 x J" SD W/Washer
shaoting DKstiv, at "a O.C.
C ehD.�FL(
J-14 x J" SO W/Washer
S�.mt:�!rir�y D,,k dxdc��' ^n mat 1'-8 o.c.
:YI 0NC
Paye.
PBR Wall Panel PIN05009
Fastener Location Det° '�e0
Aug'15 0
a
See Note Ji 7" 5" 7" - 5"
Note /1 See Note #2 1'-0" 1'-0' 1'-0"
Fastener #17A
12-14 x 1J" SD W/Washer See Note N3
Sleeting Direction
Note 12
Fastener R17A See PWO5011 far Panel End Lap
12-14 x 1J" SO W/Washer See Plate pt
i'-0` O.C.
Note 13 '
Fastener a4A x
J-14 x r SO W/W..her
1'-8' O.C. e
Eaux Simi
Wall Girt
Wall Girt
Well Des
s Note $2
a Note g2
Note J7
PER Roof Panel Fastener a9
and Tape Sealant Location ip ;
_ 12" 12°_ _12"
9 1f2' 9 1/2° S
1/121-
2
/2 1/2" I 2 1/2'
Shaving Direction See "`GOR04016"
All Roof Members Except As Noted Reidow
iT 17" i7"
„'"""°y "••"'•• Sea "VIWAIU16-
Atf Strut. Panama 'f'nA_W and alk Purlin
Nate:
Screw Patterns Shown
Satisfy U.L. 90 Requirements
For Roof
PEP Panel , TPR0401u PBR Patie! GPR05001 PER Panel �PR060031 PER Panel 6PRO6004
`�ssss: Lag and End Lai'H letai s tdov 141�0s Peak. Box Feb -16x04 Fixed Ridge Detail Nov'14 e02 Fixed Ridge Detail Nov'14 02
4he t ,a alreatb� I
rc Fastener N4
a�J 4 x {' LL SJ W/Washer it
A.1W1Y•7 tie^' \� s _T a'at a' O.C.
'
i N O.C, d V"—..._ -;.as .ealer }" z"
gpe c uer F'N5O7
i 56, �j� t
«._"o _...✓ O--"[ i/d-ta x j9� (D) Fastener /4
0e,_ -%✓ (Rose to Pee. D^x) x J° lL
SECTION THRID oA L SDEI AP -Y ./,. y. � SD W/ E41 1 �
Two Contlr.urus Layers , t f'al¢jria• III xosk oz Rahe Trdn Faciae� 13 F52
12-74 x LL D e i Me F'tmed Rirt;'e Cep
Tape Sentra x gg i r Platens pH
Hv.�so7 f r—i 'a la. o sD W/%aenr a'+/ -I ere sym. !f n'1RaA'sherl.l.
-- I I ij
rmatenc
U WJS e JPS y\�' 3 1 _ OR
Roof Panel
at r
Jr 14tx L % /��F�,� ya Feet. JA
Tape seds, I R"uS -- i�1/ -11 O.r,/8" LL M W/Wosh r i
SD flfYn Par / {
44 .�,/ �`r _ �'`� Rouf Pond ! Ta,,e Sens
e at M1'-8' O,C.I /.." �1 v= �r"� /-PurHn v r- r'_"� .%�a„ slrem;
L b' piece of Tope Ssder
T_or S Ax;ran
.yasurs by ;" MN!memY
PANEL SMA* DE'Al1_
n, WY,' Ers_
PANEL ENDLA.P DETAIL
��__�qq Ea. Slut
J
- ins!de GWears 1sW455
cel h Tape Ss,, ,s i` x AV
HWE tot, and batton
ra Tdr.
' eren ngoy rec - a t -bvent
Wo". . !n to. n, Roof Pana s;
nT Pork Sex --�
(Sze Rection its"
is Pk. Narxe)
Faetenm .MA -"""'`_l
7(h14 x 7/8' 8D
of ankh F'nsni If,
vin,rn Ja rn..
PIa e, S+.D„j, �.9 hzml a
I .y F1 10 _etc 6�� sl vl
r
Doff qd F, Ira t`. _ 3� r0 f_
nooera FJ
FMing pra lie may "y dg7endopt span prod a.
Ruc0r.1x3 as pbeteetad one rplA`.w..ie f, off ern
\\ N -Roe Anole
`Fcebos` A17A
i2_1 4 x 1 1/4" 5D %/Washer
44ift P. -t Cl,,..ure
up W 412 R:3
•PBR• J����" \� Peds Perin,
Roof Pend //�//�\
Surfer HW508
Peck Pullin
13U��Lo�ry
A11i o 1l R DIVISt N,
1;fED
REVIEWED
FOR CODE COMPLIANCE
NOV 10 2015
INTERWEST
CONSULTINr- r_rIn11^
The engineer whose seal
appears hereon is an employee
for the manufacturer for the
materials described herein. Sold
seal or certification is limited
to the products designed and
manufactured by manufacturer
only.The undersigned engineer is
for this project..
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Score. NOT 70 SCALE
Orator br JOE 7/15/16
Checked by: JAM 7/15/16
Project Engineer. SG
Job Number. 15—B-39475-1
Sheet Number: R15 of 21
The engineer whose seal
appears hereon is an employee
for the manufacturer for the
materials described herein. Sold
seal or certification is limited
to the products designed and
manufactured by manufacturer
only.The undersigned engineer is
for this project..
PLE Ught irans,r...as.-I Parol Assef:lhly
tion U. n=„ A1„oli .atlon
So rwl, Ina tr onl
n•!
ttwa,lrnw witn
by .rd__:s-'o.
Fastener :4 --.
\'- /
3D T/W7aher (S)
1/4-14 x 4" L
/
at �h End Lap
vi1
Natrh top f!ang�
F
Fastener #14
er
Fast
Fastener p4
4
11�^
Al
,�-^ ..-
I
/ i
r x
Tope Sealer saner Y4
2" O.C. max.
54 x 4" Ll (7) at Standard
Miter l Rake Trim S7) W//washer
Swell � (8) at Largn
Rake Trim Te
�.e —S, -r
I h ._ �
ErdaF- mei; Layou, Fastener i3
l4"
30I F _ ij - tent
x 4" SD W/Washer
3" O.C. max.
(Trim Color, For Placement
Sea Details Below)
12 14 x U.
-
Fastener #4
4"-14 x 6" LL SD W/Y/osh»r
SD W/waaher (3)
[
a+ Mid Ryan
(Show'.)
F f 5,ft haver. ,2T` # 3" O.C. max.
'C
F \� \�
Fastener #17A at 1'-0 O.C.
. -T:: \ p.-
f \ 5'
sOL (Opposite)
\ ..r
Niid Spin^ Sc'��v-at/cul
F2R Light Transmitting Panel (CP) Layout
Ncn U.L. gn Application
'
p 2570? �! i2k..h'• m
o a
S al( ( x
o
Refer to GOR250031 a I n �" / f - �))E
Ifor nsu!�tion lap %l% r� �. S,R J
r
1 End!i pl si`
4 � � (ftrl �
�"- 15 -Member Screw
3'-Q- .3' -,Jt' S'-0" 3_0" 14 -Stitch Screw
30Lf-1" Tape Saa'ont
Shf>c`,ng
Limcli-
1. Place roof panel #1 in position and attach to roof framing with member
screws. Before panel #2 N positioned, ! stall tape sealant along the outer
edge of the panel rib on ponlel41 The tape sealant should always be
po,i"ione,l to the outs dGe of the pm el rib so that water cannot seep into
the pane lap and the sti dY seas do not penetrate the sealant, which will
create a Void in the seat.
2. Place panel #2 in position. Secure the panel to the roof framing with
member screws. DO NOT place any member screws on the end lap where the
M
(` t :t(I Y .^ 1 .. e". ). c a''. !' ° �nr 1 5 mP.mbP.(
Light Transmitting c,e w. b, i�.,l,rsr-d Do no" I tel the lost
screw at the Bove. This screw will be installed later. Apply tape sealant along
the end of panel #2 where the Light Transmitting Panel will be attached. DO
NOT .APPLY TAPE SEAI.AKI TO THE R!GH1 SID!' (IF THE PANEL. Do not fasten
the panels together.
3. Place the Light Transmitting Panel #3 in. position. Attach the Light
Transmitting Panel to the roof framing with member screws, Leave out the
lost member screw at the ponel end lap. DO NOT attach the end of the
Light Transmitting panel to the roof, member whsre panel #4 will be attached.
Apply tape sealant to the and of the Light Transmitting Panel where panel #4
will he positioned. DO NOT" APPLY TAPE SEALANT TO THE RIGHT SIDE OF THE
LIGHT TRANSMrfnNG PANEL.
PBR Light Transmitting Panel - Lap Details
Non U.L. 90 Application
Fastener #3
12-14 x 14" LL
SO W/Washer
6 at End Lap
Fastener #4
1/4"-14 x 6" LL
SO W/Washer
at i'-8 O.0
Tape Sealer
HW50
LTP Flashing
F75 or F76
Vinyl
4"
Light Tran:
Panel
Note:
Strip 4" of insulation from
vapor barrier and fold
back over purlin.(Typ.)
Fastener #3
12-14 x 14" LL
SD W/Washer
at 1'-0 On Center
Panel
= Standard LTP = 10'-8. A minimum of 4" is required for a panel lap. The LIP may be field out
or lap under the up -hill roof panel, 12" maximum.
Note. Fi 14 Cutting Licht Transmitting Panele
Light transmitting panels may need to be cul in the field. H
required, follow these steps:
• Up to five (5) LTP's may be cut at one time.
• A circular saw with a 24 tooth per Inch blade, will work best.
• Cut slow and allow the blade to work without excess pressure.
• Allow the blade to cool between cuts.
WARNING: There light transmitting panels are not designed or Intended to bear the weight of any
parson walking, stepping, standing, or resting an them. JHE MANVFACWER_DMJAYZ Au•>
WARRANT' OR REPRESENTATION EXPRESS OR W-LLF(t, that any person can safely walk, step,
stand, or rest on or near these light transmitting panels, or that they comply with any OSHA
regulation.
PBR Roof Panel - Signature Southern Standard andi Southern
Large Gutter - Sheeted Wall
Fastener 4 Note "at"-�—
# Screw mustt be installed through the Tape
4-14 x �' Sealer to eansure a water tight ccnneat!on.
LL SIDW/Washer Tape Sealer HW:506
S" Long
Gutter Support PER Panel
�d L -
Section A
Gutter Support
Standard F893 (shown)
Large F3357
attached with (3) Fastener #4
4-14 x 6" LL SO W/Washer
(See Erection Drawings
for Sparing)
Eave Gutter
Standard F46 (Shawn)
Large `3830
Eave
Fastener #14
4"e x 4'
3'-0 O.C.
With Closure
Fastener #I4A
4"0 x 4"
V-0 O.C.
Fdostener #4
,--14 x 6" LL SO W/Washer
cut 1'-0 O.C.
Feaster., #3
M-14 x 14" LL SO W/Washer
tat 5 7"-5" O.C.
Imside Panel Closure HW455
ewith continuous Tape Sealer
HHW506 top and bottom
Note "A"
#14A
FFeatener #17A.
112-14 x 14" SO W/Washsr
Outside
PER R 1of _ � p �
ri i 5
1 Eave Gutter En Lap .nstalla.lotT
v
PR04002 _ PER Root Panel . Southern Standard and Southern Large NtPR04004
IM :t pro IIW.
dta,r'95 LOet Eave Rako Corner uilth Eave Gutter -1d" Wall Panel 51a y'16106
PBR Panel •Southern Standard and Southern Large
Signature Rake Trim •Sheeted Wall
MPR05002
Mc PM
Ma '161 O6
PBR Roof
Rake End Lap Installation -14"
1
VVtfa"1 Pznell
FJRPRp5010
Oa;n Prr.
,Nov '14 03
Natrh top f!ang�
F
Fastener #14
er
Fast
Fastener p4
4
11�^
Al
,�-^ ..-
I
/ i
r x
Tope Sealer saner Y4
2" O.C. max.
54 x 4" Ll (7) at Standard
Miter l Rake Trim S7) W//washer
Swell � (8) at Largn
Rake Trim Te
Fastener #4
4-14x6" L1.
x 4" SD W/Washer
3" O.C. max.
(Trim Color, For Placement
Sea Details Below)
1
„ry ] �!
J/ s""" \ 1 "^w.. j l"^�•.
F O1 ( Town) Roc Pcn¢i Prater— #4
REM (Opposite) \� f 0 0 C. max. 4-14 x 4" LL
Lerpp SD W/Washer
Fastener #4
4"-14 x 6" LL SD W/Y/osh»r
SD W/Washer
at Lap
! C--'�'"� /^..-•Jf 4 „kk ,
-� -o
(Show'.)
F f 5,ft haver. ,2T` # 3" O.C. max.
'C
F \� \�
Fastener #17A at 1'-0 O.C.
. -T:: \ p.-
f \ 5'
sOL (Opposite)
\ ..r
Tae Sealer HW506
12-14 x 14" SD W/Washer P
,."'-• i i "•
�'^",-- '\"
at each pudin Roof Panel
!! r
(�� '^
Rake Trim I
Standard F50 (shown)
Large F3850
OovE oplt�
I
Pal
Fomenter #14
"'•�� \ „�
Angle
1 4" bead of Tube
i
:f abs Seain:zt ti ° x
2"
,'
pF �-
RAie
Fastener #17A w
iii
Sealant to overlap
I it
S
Fastener#14
[q I o. c. coca_
F (Far plaaS•PNni see &boils belle&)
`
r: yy i� ��
'12-14 x 14" SO W/Washer a
6 I
Tape Scaler
i�. 4"e %'e•
se En, Cutter
egg (Profl:a vis les. Northern F.,;1 ,,hewn)
e Ij'-• ��-•'' .^i
Field out
(
3 / PuNin 1
-
-
2" ole. maz
(For Placement
g
t
lAl ,�_�-^^ �..�e\ Notch to allow
,
^V ^'" a •�, �'' 'Mitered Eave Gutter Rake Trim to
r
see clot:Yc below)
overlap lip of
F45. (Shown) Gutter
4bend
1• Tube Sealant
"
$
y
F46 (pnoeata)
Field Cut Flush
11 tnd.G� u1 TOR (Showa) with: Face of Penal
Ff 7R Sh.,n F3830L (Opposite) ar Trim
(P )
Rake SI!ds Rake Trial
F215
Roll Trim
Rake Trim
p ,.Y
F471 (Opp°Hite) -Fastener #14
FIoIr Dn"e m`ne 4"d „
Panel Closure (seeOutside 600 Closure
Out(See
See GD06003 `
( ) (Sao GD08003)
Backside Vis'w of La
_1
(profile varies,
Standard F50 shown)
S9¢ q y. ry
fi i 9
i' m x
l 2 e
F383,
fl hz8.i;lt {Shnxn) 2^ ac. mux.
F.A31L to .1
(92) at Standard
End CEP (14') at Large
r
(7) Fastener $14 (7) Fastener #i4
required at la r required at lap
9 P q p
(7) Fastener #164
coq• .Tired at lap
r 6 Fastener 14
{) �
required at lap
1 mart.
§ I1%H LI Snec:
t$
3- G.rtter
`I
Fastener #4A Fastener OA
caterer #4
Fastener l
1-14 x 6" U. SO W/Washer
D W/Washer (4) Req'd At Loa
Fastener#4
4-14 x 6" LLL
SD W,M'oshnnr
Faatener #4
14 s " LL
S4 /Washer La
O q p
_ _
/ 3= F szersr -4 d atener Xi W 4 T) F a. - '
@ t' i [ (f cp tae at la . i i (e g' G
t f
ra is?rs. a, lap 1 r»a�i•ad at < i • r ued at la_ ` re• uE sd ct In
A p 7 P
_
") Apply lube Secicot to End Cap bottom and side la e, Install
r Ca at a field d t rminrd distance In from the end of the
p
14 x SD W/Washer 4-14 x 6" SD W Washer
4- 6" / !'
at 1 -0 O.C. '"
at 1'-0 O.C. Alternate SIIOin
( 9)
;
(4) R tl A. Lop Q w,
1
i-4
(4) Reg tl Att
Lop
4
I } i
i t -+•=} `-...,f-� -
iii
Cottee Inspect after installing and steal any gaps with Tuba
t i -aslant.
Standard(Flxed) For roof runs greater than 100'
For roof runs 100' or less
't- '(
1'
a.
% ✓ -f �.j ```^^^��-�tt
r 1 . t wY ' "-' -+•-{
g@
74" Standard
) Attcch Eave GLttor to Roof Panel locating end past face of
i I t4"_ La:<r P %psi or Tim. (Sea Ca' -ter Placement)
... \\\lJJ
r
_
-.-d-
Trim an
!� S) Ala. r'gc of Eme Cult, and Rake d attach Rake
§ f 7J
( f" -Y-P '�
s
$ t t t
5:¢e jj Fee of rand Trim a shown. Apply Te Sealant along edeas to seal.
ub
l
Lne: I p9 or 'rim
4 41 Sae Lave and Rake Construction Details Included with Erection
!
Standard S once. ' Lunle Iva It -'. I Nc 4 m Large
Curt r P -a n eni L 7c w- at`aehmant of Eave Cutter and Rake Trim to Raaf
Standard Standard Large
Northern
Northern Large
FAL P 8. ;
____.��.__' Anil.:.
F30 1`38:A
F234
F996
RLEVIEMED
FOR CODE COMPLIANCE
NOV 10 2016
INTERWEST
CONSULTING GROUP
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U
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0
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Dan
w w
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ti0>QZ Vl
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Scale: NOT TO SCALE
Draw, by JOE 7/15/16
Checked by. JAM 7/15/16
Project Engineer.• SG
Jab Number. 15-B-39475-1
IShest Number. R16 of 21 I
rears hereon is an employee
the manufacturer for the
terials described herein. Said
I' or certification Is limited
the products designed and
nufactured by manufacturer
y.The undersigned engineer Is
the overall engineer of
and for this project.
. 7150732
ryyt R;rm 0wnspo-d Layout
Gaeterip.
' n're-r ' c+° •,y Vary)
Floe Loreto
:xsenievp In tatID,
k a
Reiar to the v. a Ia :evn s 4 tto '.ecn a the '[orvsreouts.
y p J r
2 Lo - no ai d e p uti o o pa el r a r e f F•aheOle
i t
3 i Yield s iga S9 required; for and.
he (e greater h0 ' C :. too a gra end of res cut P : g g e
IMng :: Oatl at the aw. a!a Aft. c tang to length, ir..,a-k the swaged end c4 the cut
than .cut into tin o of re ow r ,owns he b
4 Gof deo sprats i D, a e Lca ted at the oatpon h u rownsvafo below a atstr and at erld
I.. .r. C4: dOWnpt'Sp. IaRgYI' ti. q!.. 10-6". iCa Gi�r:GD11 thN Q..rJ01 S" for d6b11 to.14 StPrp eCtitH'I.^.!d.
age
's r5cc,< c. aD Attachment DP00011
PBR, RBR, AVID, PBA, died ashadow, & IMP Fully Sheeted Wall Date Rav
Jun'15 G2
4J Facture VA--"`�--v
rc Yoner 414
.t Oowr, J
14 x e"7()J:D
}-14 x P SD :YJWesFer
(1) et r7qr
Guttnrccgn:wtn
Downspcut Strop
F797 - 31"x4' and 4'x5' Dawnspou±s
(2) at r31, F903 caa FT829
(2) at FBI. =003 and F7 -
I
1
U,,., D.nrI auc
(
F - 6"x6" Oat
posters, �:4
t }
F7816 Downspout 23 - 8"x5 Downspc:;t
F313 (14 -0'
�
i
(1) Per S3ie at 1'757
MMS -)y
t- Oownspa it Strop F737 (TYP)
(2) Per Side it FBI, F'03
Sae OPOOt 7 thru D?04014 For
(4"x5" Shown)
aid F1829
F!Ty4, in:��4RgL.�tt4^,Jtm..�6i
Downepo trap Fasteners
Lnver Dr h#'olf
-�"'e'-1._..__
�i
Downspout Stoop
ip'"
F797 3}x4 and 4X5 Downspouts
(1) at F791
q 7
FBI - 6"x6" Dawnspcut
(2) at FBI, F903 and FS29
I
o°�
F1829 - B°x3' Downspout
Feste,isr 474
Bead of HW54_ Tube Caulking
ti
0
o
F903 - grx9)" Downspout
�a
c
F_
4
Downspout
`mss"
Rp'l
j (Y.-`. At S,Mka)
(2) Per Side at 1`81 [0C3
IS♦P Wil Wane Attochmsni
o
end rl8';
�=
Doerr onut Kick d
Fant
k a
Reiar to the v. a Ia :evn s 4 tto '.ecn a the '[orvsreouts.
y p J r
2 Lo - no ai d e p uti o o pa el r a r e f F•aheOle
i t
3 i Yield s iga S9 required; for and.
he (e greater h0 ' C :. too a gra end of res cut P : g g e
IMng :: Oatl at the aw. a!a Aft. c tang to length, ir..,a-k the swaged end c4 the cut
than .cut into tin o of re ow r ,owns he b
4 Gof deo sprats i D, a e Lca ted at the oatpon h u rownsvafo below a atstr and at erld
I.. .r. C4: dOWnpt'Sp. IaRgYI' ti. q!.. 10-6". iCa Gi�r:GD11 thN Q..rJ01 S" for d6b11 to.14 StPrp eCtitH'I.^.!d.
age
's r5cc,< c. aD Attachment DP00011
PBR, RBR, AVID, PBA, died ashadow, & IMP Fully Sheeted Wall Date Rav
Jun'15 G2
4J Facture VA--"`�--v
M�1'
I{
v
14 x e"7()J:D
}-14 x P SD :YJWesFer
(1) et r7qr
Downspcut Strop
F797 - 31"x4' and 4'x5' Dawnspou±s
(2) at r31, F903 caa FT829
(2) at FBI. =003 and F7 -
Tf
PlI29 8 xB' Downspout
Frslane f"i4 -7
01
(
F - 6"x6" Oat
posters, �:4
t }
F7816 Downspout 23 - 8"x5 Downspc:;t
'u a i °h" Pre Iii SS
�
F903 - 9rx9E' Downspout
(1) Per S3ie at 1'757
MMS -)y
- Downspeut
(2) Per Side it FBI, F'03
(4"x5" Shown)
aid F1829
F!Ty4, in:��4RgL.�tt4^,Jtm..�6i
Pop Rivet at 20° O.C.
Fc t Wer lieA--Al
4 tt °D W Wether — Downspout Strap
(i" y(1) of F'(�7 Y Down - 3§°x4" antl 4°x5" Downspouts
(2) at 31, F903 :d Ft8 9 FBI - 6"x6" Downspout
F1829 - B"xs' Downspout
Footener p14 -J \ F9D3 - firxg:)" Downspout
d N x;" Poo Rhea. SS . Dmvn out
(1) Pa Skis a- F797
(2) Per Side at FBI, F903 Sk'i. h YSL+^-3 AtU:lnd (4"x5" Shown)
end FS29
Faetenor #4A -.--I-
I� ?I-."-_-
- ----
Na{e: All trim 1.- to be
Downspout Strap
}-14 x P SD :YJWesFer
(1) et r7qr
1+ ji+
/ 1
Insilmlon Is a iced to vole. I
F197 3d•x4" and 4"x5' Downspouts
F8+ 6x8 Downspout
(2) at FBI. =003 and F7 -
tit
PlI29 8 xB' Downspout
Frslane f"i4 -7
01
am n.
®ec'11i 00
F903 9x7 xgr Downspout
J"9 x J, ran Rivet °S
b dare k or H N!cs P-!d'h Shaw en 4.'09021
..enc tabs a :. Trim o vowr an f'h09024
Downspout
(1) Per Side at 1`70
1v 12'1'2Rf'!y'3;S}law
(4'x5" Shown)
(7.) Per Side at FM, '903
Weli f'_gve; Ai!SshnS•si
end I'Meg
o
c
r x
z
Pop Rivet at 20° O.C.
Fastener 01A
-�"'e'-1._..__
�i
Downspout Stoop
II %e• ;D dusk ,hsr
ip'"
F797 3}x4 and 4X5 Downspouts
(1) at F791
q 7
FBI - 6"x6" Dawnspcut
(2) at FBI, F903 and FS29
I
o°�
F1829 - B°x3' Downspout
Feste,isr 474
Bead of HW54_ Tube Caulking
ti
0
o
F903 - grx9)" Downspout
b'4 x J* Pop Must SS
c
F_
lll���...
Downspout
(1) FC' Slie ci P17
(4'x5 Shown)
(2) Per Side at 1`81 [0C3
IS♦P Wil Wane Attochmsni
o
end rl8';
of each member
Jamb Trim F482 Jamb Than F482
PBR Wall Panel - Walk Door & Glass -Front Walk Door ,PWO!
Trim Installation with Field Notch Panel at Head Trimyy yc
Mg±c; Trim Installation can be done by Field Notch Panel as shown on PWO9022 & PW 23
Q& with Field Notch and Bend Tabs at Head Trim as shown on PW09024 & PWO9025.
o is
Door width + 6k" (+ 1'-6 for each SldeLite)
o x —
c 3 1i" Door Width + 3Q" (+ V-6 for each Sidel_RD) Ir
o S See PWD!
LL & PWJ3
x I o w
3 x w
Door Width (+ l'-6 far each
NoteAll trim is to be Field efore measure Door Width and
Note.
Installed BEFORE blanket Height bmaking field cuts and
insulation Is applied to walls, ad)ust cut dimensions accordingly.
PBR Wall Panel -Walk Door & Glass" Front Walk WD;
Door P
Field Notch Panel at Head Trim ___ec'1'
B,gie; Trim Installotiun can be done by Field Notch Panel as ahowwn on PW09022 & PWO9023
Q,q with Field Notch and Bend Tabs at Head Trim Ds ehown inn PWO9024 & PW09O25.
Door Wldth + 31"
:+ l'-6 for each Sldelito)
Door width
1,_6
far each SldeLlte) I
r
1
a Head Trim F401
See P'WOSC2- i
for Jamb Trim i
Odd cut detail i
I
Jamb Trim F482 i
or Optional F484 i
i
Fas
Pop Rivet
)1 at 0" x C.
Pop Rivet at 20" O.C.
4f Fend Rib
Door width +
+_t'-6 for each
Door W.dth
V-6 for each Sid
Field notch Panel
at Head Trim
Instclotion.
• Panel os;tionn Is shown with
� P
- ----
Na{e: All trim 1.- to be
I Head Trim F451
installed BEFORE blanket
Door Wdth andd location. Field
Insilmlon Is a iced to vole. I
an sure before euttt!n P dpP 9
See
x 3" F 9 ,'E
Field Notch and Berl. Tabs =" Hl -ad Trirn
mer" 4 e"..
Dec'1.. 00
Jamb Trim Field Gut Details
am n.
®ec'11i 00
PW090:50 i
d O T rete potion a n
L QEc with Vidal NOCI, and
b dare k or H N!cs P-!d'h Shaw en 4.'09021
..enc tabs a :. Trim o vowr an f'h09024
;P
& PWC9025'
1d 90231
J
or FW0962
I
^� 113
O
O
W
4
'� 1�"
Fastener #14A J" x r f
o
c
r x
z
Pop Rivet at 20° O.C.
DOE' Wfoth 3) (+ 1 - 6 fur won Sd Lhel
-
n 9 I „1
ao' W + e " (- i 6 to scab 5 tle I ::,
ow
Dao V.a_h + 6) l+ 1'-s each
[-
t "I D r Width - F (+ Iv -6 for each Sid.1-ter) 1}°
-. _"
ip'"
g
03
Y
m
3 c n fr
x
—_r...0
I
o°�
See PW09025
& PW0302y R
,F,
F-��--��
` n
Hu .d tdrn F4
Bead of HW54_ Tube Caulking
ti
0
o
x
s"
c
F_
from Header to Floor (see section)
L
E
z
o
o
of each member
Jamb Trim F482 Jamb Than F482
I
i
r..,
RON Notch and
nand t} Tab tl
or Optional F484 or Optlonal F484
i;
e
o
0 0
4
o
h
Walk Door Jamb
Fastener #14A'0 x �' Pep
g Pronle may ver )
Rivet SS at 1' 8" ro F ( Y Y.
Double Fide Ripe
1
I
pp I
v-0000
fE
^�-
\ PVC, e. 030 I
\ or P W:4O32
Pastan,* 14A x !
C
Poo Rivet at 2 O.C.
i behind Jamb
T Im. Attach
w fh Fes ever a
qqq
I ¢i4 z`" p---
Pop Fvet. Son
P 025 fur
1' Opening With
Do not it or t'
rtmav tor, k le Nate' All nm la to be
I g Inatol'od Bic FORE blanket
insulation is nPPIieA to walls
C Bend 9 Tab
3
,a N
3 i5
in tr
�3" Walk GFro
I
2" Glass -Front Door
--
-\
(Not by B!d'g Mfg)
Bianka4 Insulation
/
Sea
°
\
tf:
details.
e
1a" down 90 eng ens t gtg� Panel position Is shown with
Pone] Rb and Door oa V-0 modulo.
Location of Rib may wry depending on
Cut and remove
remalndsr of front fold
-
oW PWO9031
1 �`- Chia of Hy -:4_ R.be Ca;r7kiny-///I
I
I I
r Finish Floor Line
_��
Rsid Ont the Door wAdth and location. Field
and Remove �, - measure before cutting Panel and Trim.
Door Width (+ l'-6 far each
NoteAll trim is to be Field efore measure Door Width and
Note.
Installed BEFORE blanket Height bmaking field cuts and
insulation Is applied to walls, ad)ust cut dimensions accordingly.
PBR Wall Panel -Walk Door & Glass" Front Walk WD;
Door P
Field Notch Panel at Head Trim ___ec'1'
B,gie; Trim Installotiun can be done by Field Notch Panel as ahowwn on PW09022 & PWO9023
Q,q with Field Notch and Bend Tabs at Head Trim Ds ehown inn PWO9024 & PW09O25.
Door Wldth + 31"
:+ l'-6 for each Sldelito)
Door width
1,_6
far each SldeLlte) I
r
1
a Head Trim F401
See P'WOSC2- i
for Jamb Trim i
Odd cut detail i
I
Jamb Trim F482 i
or Optional F484 i
i
Fas
Pop Rivet
)1 at 0" x C.
Pop Rivet at 20" O.C.
4f Fend Rib
Door width +
+_t'-6 for each
Door W.dth
V-6 for each Sid
Field notch Panel
at Head Trim
Instclotion.
"OM Wall mI Walka r t: (?ass 4 resat Walk Door
• Panel os;tionn Is shown with
� P
- ----
Na{e: All trim 1.- to be
) RPo and Doerr, on /'-1 module.
tion of Rib many vary depending on
[th.
installed BEFORE blanket
Door Wdth andd location. Field
Insilmlon Is a iced to vole. I
an sure before euttt!n P dpP 9
"OM Wall mI Walka r t: (?ass 4 resat Walk Door
r4'd03024 ;
P ?R a",°'a!I Pane? - Walk Docr & G'ass-Front 4Va41c Door
PWOS025
PBR Wal! Panel -Walk Door & Glass -Front Walk Door
PWOG027
PBR Wall Panel -Knock Down Walk Door `PY109031
Tf1m Instealxxtion wqh Field PFT h and Band Tats at Head Trim
a aa.
���'1A 01t
x 3" F 9 ,'E
Field Notch and Berl. Tabs =" Hl -ad Trirn
mer" 4 e"..
Dec'1.. 00
Jamb Trim Field Gut Details
am n.
®ec'11i 00
x,
Jamb Trim Installation Mar'15 02
d O T rete potion a n
L QEc with Vidal NOCI, and
b dare k or H N!cs P-!d'h Shaw en 4.'09021
..enc tabs a :. Trim o vowr an f'h09024
;P
& PWC9025'
1d 90231
J
,�
rrr---
Int+. witT "ih Installation Nott cao be down by ofplaid Notch Panel as shown on PW09022 & PY1090?3
L P win Fleid Notch a d F'antl Tcbs a Head Tr rn as shown on PW09024 & PW09025.
far SldeLite)
I
^� 113
O
O
W
4
'� 1�"
15
`o
c
r x
z
1
DOE' Wfoth 3) (+ 1 - 6 fur won Sd Lhel
-
n 9 I „1
ao' W + e " (- i 6 to scab 5 tle I ::,
1 "
i
Dao V.a_h + 6) l+ 1'-s each
[-
t "I D r Width - F (+ Iv -6 for each Sid.1-ter) 1}°
-. _"
ip'"
g
11§"
HW54_
Urethane Lbs .,_slant
9 Bead Header to Floor
3 c n fr
x
—_r...0
I
_""�' __...
See PW09025
& PW0302y R
,F,
F-��--��
` n
Hu .d tdrn F4
Qptienel Jpmb Trim F484
Tia View
b
0
o
ti
0
o
Jamb Tr' F482
Inn Mew
4�'
RAI Sheeting Angie
From base to 7'-6* girt
att ch withch at girt and (2)Fastener 12A 12 144 x 1se "
( )
! Pancake SO W/O Washer
c
F_
L
E
z
3e" k"
of each member
,+.:-��
-�x
F,ar Tim F481
Sa
i
r..,
RON Notch and
nand t} Tab tl
Front \iE1
EGO
err End Cut Detail
i;
e
o
0 0
4
o
Field Cut and Remove
Walk Door Jamb
Fastener #14A'0 x �' Pep
g Pronle may ver )
Rivet SS at 1' 8" ro F ( Y Y.
Double Fide Ripe
1
I
pp I
v-0000
fE
^�-
\ PVC, e. 030 I
\ or P W:4O32
Pastan,* 14A x !
C
Poo Rivet at 2 O.C.
i behind Jamb
T Im. Attach
w fh Fes ever a
qqq
I ¢i4 z`" p---
Pop Fvet. Son
P 025 fur
1' Opening With
Do not it or t'
rtmav tor, k le Nate' All nm la to be
I g Inatol'od Bic FORE blanket
insulation is nPPIieA to walls
C Bend 9 Tab
3
,a N
3 i5
in tr
�3" Walk GFro
I
2" Glass -Front Door
--
-\
(Not by B!d'g Mfg)
Bianka4 Insulation
/
c
°
\
tf:
details.
e
1a" down 90 eng ens t gtg� Panel position Is shown with
Pone] Rb and Door oa V-0 modulo.
Location of Rib may wry depending on
Cut and remove
remalndsr of front fold
-
rnl
1Q -
11
1 �`- Chia of Hy -:4_ R.be Ca;r7kiny-///I
I
I I
_��
Rsid Ont the Door wAdth and location. Field
and Remove �, - measure before cutting Panel and Trim.
)))��r---...///,,,
Field Cut Wall Panel
,Y_
-
I
(
from H;:adar to floor era section) I
( }
1
I
i
_^---,�_--_
jN1 C,Vi GaiyiE ¢Panel Rib
('Pawed f-om top f t d Trus) r
$Ido View at Head_Idm,
o
o
PBR Wall Panel
[
i o E m
..,
I
Jamb Frim F482 amts Trim F482 ,
ori`,td: no: F454 c CIAron F484
I
Door Width + �Ita`"
( + i' fi fo each dN to t �n Door Wath + 3
N
n
_x
o 3
Ns3s; Tarrninate Blanket lis Tr ion '
at capillary lip of Jamb Trim /
1
I
l
I
{
ay
I
.:._.)._
Door Vad h (+ i'-6 for each gdeLite)
(. 7 6 for el'in SHaLl o) 1> !� I
r! r
}
o0
3
Door Width
Field Flattsn Trim leg when re(luired -r
Doar Width 33"—_
JJ
f
!
1 f
t
ng .e
cr i rru.,..3i
Field Notch and Bend 11 rob -+ S y�' v
behin f Jamb Trim. Attoa+. with II -_' �--""'t`�'- y 5 rlY t r� .i
Fastener y rsg" Pap R!w_} o }t'
!1 {
I I
o
I °
'h
! _ +
Jamb Trlm F482 (shown)
or Optional Jamb Trim F484 i
I
I
E
(E14 x
IGY_ L's,_._.�
'
4
't
_ Head Trim F48i1 /
7
h
Fintrh Floor Line
IT
< d N + to s S. t 1
_ �,�
ea PKJo027 fortar:;±-7 8
flaw cut d alt i li II I t i l
n 4 ti 011t F oc.: ae.3
I
�/ i : I !
6LdelrLew at 5111 Trim
Trlrc. F4'-4 Prn tle
a
Ir
ash Trs, F482 tjt k,
or Op*1_nm F484 ! A , I I� I I III tt
lamb Trim F482 and
ySetC;_ Pnnel Post4bnn Is shrwn with
t-
S USCG. JI
t :
and
�
sin 2r ...;
t
�- i•- I z
No•e. 9
Fetd measure poor Height before
mining Reld cuts and adjxst cut dimensions
Optional Jamb Trim F484
Front view
_ Patel RID and Doerr on 1'--0 module.
Nate- All trim is to be Location of Rib mapy vary depending on
I
t l'
a: old x'. -. a i to
h
in
an J
,ovula.
.'qt t L rr .: r: f s d ru
m
Fc. emer ;14A v x g -� I _,. ! _ Field cut Pare',
Pop fco-ai e' 20" C:'. {`
1
accordingly so that Jamb Trim fps to Head
Right Jamb Trim as shown
installed BEFORE blanket the Door width andd location. Field
In.ulat!on is opened to walls. measure before cettt!n Perot and Trim
9
ins s n:
6
o"01",
o
+t_+, t .1., a+s, ar.4 c. a n ;q
,
f -
Trim & at I'" below Finish Floor Line.
Left Jamb Trlm opposite hand
UT°'m CCOU Q!TY
1► L'tNO �1`JBSI�JR!
AP Po
REVIEWED
EOR CODE COMPLIA
NOV 10 2010
INTERWEST
m
O
r
's
OZm CD' �
UNU� O
Scale: NOT TO SCALE
Drown by. JOE 7/15/16
Checked br. JAM 7/15/16
n
Job Number: 15-8-39475-1
I Sheet Number. R1_ 7 of 21
The engineer whose seal
appears herson is an employee
for the manufacturer for the
materials described herein. Said
seal or certification is limited
to the products designed and
manufactured by manufacturer
enly.The undersigned engineer is
not the overall engineer of
record for this project.
4 1 ,
C
G
E
�
u
O
O
W
a
-is ZN
oZ<m
grrtin
oc
Z -x WU
RpRtt
g
fans
i3.iMU
JuP
0
E
c
F_
E
z
ON [
=D6r
m
v-0000
"
9000z C
90002
" Z U<
r
's
OZm CD' �
UNU� O
Scale: NOT TO SCALE
Drown by. JOE 7/15/16
Checked br. JAM 7/15/16
n
Job Number: 15-8-39475-1
I Sheet Number. R1_ 7 of 21
The engineer whose seal
appears herson is an employee
for the manufacturer for the
materials described herein. Said
seal or certification is limited
to the products designed and
manufactured by manufacturer
enly.The undersigned engineer is
not the overall engineer of
record for this project.
4 1 ,
Per%irtf !l Panel k'nocok Soy . Mlk Door PStd Rcof Panel GPR00008 PBR Roof h1PR00001I PBR Panel MPR00008
ae(td Urnj`, ,:; T me e15�` D?I Per aster Trim. Faseefl�r and Sealant Reference Oct '141x00 Perimeter Trim Reference - Standard Trim Mar'14 n04 Perimeter Tr'ss nReference - Tr hi Fastener and vsealant Jen'10 x07
v
Wkhe Law
PBR
/- GiFt h _SSdS11-da-
RAN -j
14`x11 AJT.P"I -� ! { GY£R X'AN_ YALL Y I t YG ) � CCNONUCtis EAVE HIP PUSHING GUTTER GUTTER NAP GUTTER CAP EXPANSION CCVR GJTTER f 1 _�
�-. )I ° f F390 FM f293 F264 F]i F46 2' LAP F47 FW/F653 F&93 _ C Saw Trlm Eave Trim V" C!oaare Vxtgd Ridge Mabta! Clawre Le lHutlNaIP4 dge
FC }°W:C 1 h' � Sr" ltib wlenl Fantnnet Fmlerver N Goes 1/4-14 e I 92' Tub" eedanl tY TWe Smlmt —(12) FMenw /I4 2) Fasi /41/MN x
5p (2) /-h � iK LL so wndsoner (13) Poetmx /H (12) Faelanar p4 Ttlm CJw LL So W/VAWa FGB 2° 4iP NY4aAD tHWWA1 Hw"Li96
Y 1,^._ } t. Li I L") Fut f! 1 a 1 H.:. • -14 x j sD W/ Washer .{-t4 x j° LL sD P o- 0.a mm Gbr mm CJw R+or edea
((S k 9 y / xF.. Y { 1. :J3 _ i. N t 12` DO W/ Fkoe" Rggf war i) Fastenerµ 1/4-19 x ;'�1 Answer }4A 1/e -IA x b° 6 T=A+ Sas ant (3) Ftel-er f3 (3) 1 F-xarw /3 re0'-0' Ie,
p at q`, -'x s Wj e,,h P Lee 24 T Sa .. P+r F,,t Tflm Ctlar 1 el e" O.0 & (6) LL yyTW an WM'atlw 1'-0• of (12) F.0 -ow j14 12-14 x t Ile LL So 12-1,1 1 I"r LL SB
F[$' T,^m P-LWMdSeWcnl' hon lsAw w i iywohe
t 5: o OCA Tian Ccfv (2j Faherxonsets,
f{4 -td x b' (2) Fm! wW yV 1/Ar.14 x j`
_ - RealytGYw RR. Cdc
Fa 9 9i 'ui to '-� 1-_,..'.-1,—_�. f T'ed CMw than W re, u. sas Wgw/'dandow'
r'k mer I -----..-_.._.._.. V
Toes 1.11 W
F/ Fuca 'r #14A �'3 x �' Pop ,,��jj��
���
Zeoetft
ea
" RAKE PANE LAP COP.NER BOX RAKE CAP Peak Sox L
F50 Y LAP F430 F51 F916
_-1-
- _ ale Fartan<r $9 14-14x&' 21' TUM Could. i]' Nbe CauW4p 91- Tubn Cealml (t2) F+elwr /4 Expanalon RItl9e-_ RI2gB Claeury RM E. TrIT Ind'Ide Clow.. Outside aoauro
F u ED W me (7) Footwear 914 (e) Fnmalnr /14 ('Ley restore 014 1/4-14 x S
{ ---- y - 1'— D.C. (4) Fastener y4 (3) Fartemr N Mm Wo,r LL Se s/wz°, F675 F6]4 F2953 - HN455 N4YASG
999 1 II c Fastsner 91A 9/419x]• 1/9-14 x j' Y/4-14 x j' (3) Noweener fM — --
ao Is Nw LL m W/WaM LL 90 W/W+Mw 1/4-19x(' Fue4nv 941 4-14x)' 3D° TUM GVWn^° I 0' Tnhe awlmt
and TrKn FAM Volk Cuor Header _ �.-.-v- I_ 1'-D- oc Ten Coker ram caw. Tnm cmw sD w/W:renor how Cdar 1 2 vre at/s' ac 1{9-14x; 914 5 W O.C./cul
E � � ._J LL Cl W/wai[w (12) Tow= {T (2) Ile W 2" Lap
'ProfU« may vc,y, I rte) Fastener st ri/mta✓✓ti 4 x C u rmm roll an
L,
1°-woe wec ,
•- ---•� pea on Trite Cdw Trion CGw
B o "I ea" ruse sea am
x - ! - Mp Hlgh
c R°rf ape Skb Rake
k1 uLa 8r ' s°tm m Leet f tt . ^:h emw 10' Car, Lea Los 10' C seam w E swear a
eC'y°i n L Ft f L & C law IO�Cga Low 10" C. Low Eove '-,m HiGH51DE HIGHSIDE LAP OU1510E CORNER INSIDE CORNER
�1 P.S i2 r^ SC 29.6 2500 r2JIN _ 1`2G62.F2D63,F29R4 F2955 754 r LAP Right as Shown Fold Weak
12 TJr. Il r e alwl 12 1 s S dent I 12' Nbe SBuieel ruM Sea4nl Raka Side Trim Ind,. Co, Parapet High SICe Par t Rake hkn
J F'o. 4 =) F se' IN4 Y F saner $14 ]) xaetwls ji4 I2) Faetenm 4 tiv Fex:en N 1/4-14 x j• 10' Tb Sealant 19' Tuba aeOlmt 1B' Tube sestet 9q P 9 apes
/, () i ( fl LL RD W/WeNn (6) Faatwxa /14 (e) Famw 04 (6) Renter, /14 F215 i5? F}9S F952
Fop RFnt Far Ley ,1, K li Per Rl nt px Lep j' x ta• eN, Rvot er I,p_I l{' x f Pap Red pm Lap d° x a' Pap RMid Per Lep 1'-0. O.C. (2) Fastener N (3) Faetenw 1'4 (3) feeler 99
dmw /1]5 15-19 x ij" Pnelmvr /IPA t2-44 a it'IFap!gntr 911,412-14 s 1) Fae'.+nee /!]A 1G -t4 x ti Fmb,er j14 38' 0.0 WIa FoRAm, /4A t/Ile x %' 1/9-14 x r 1/4-H x it 1/4-14 x r'
554agv/ Wrehx 24- C.C. Tea, e^ :'/ we", itrO.C. `L Wi Wa'ehw 24. so Taal .W W/ Washer 24°o.C. aware Fastener 4A Faebna IDA 1/4-14 x j' 121' TQw wv+tk H' Tub" Se+lmt 2Y 1T,G.o evatoni
91 W x W C. TH.,n LL W/Y!p h> LL 9 W/Wmha LL 50 W/N'vue W W/ kedwe (12) Fastener 93 (2) Fastener /14 4 (3) Fastmner 1
3 6 12° O.C. 9rAtan F . t Na 11° ^ c 3 & 11 4 C. Ua;ter xt+n^r 9fA too• 0 a i' van Rivet iz• e.c. w/ f -o o.c. IHm cav Iwo calor o n Cdar u1m cater _ 94 /" 4 x
555( Tram Cow' Tim Cnl T1n C ear Tnm Co.w Claw TT,Itn Ce., Tn0 12-14 " CarrW/IYv 1 re LL (ALL
WWe pt Lx
WCa
N THnn C
(e) FaABnw 0adwww�LJ Floor Lino W -x
1' -COC TM1n CNw
.Lvs _-! Fen,Y eller
1
C, Ruse Gutter Gutter Gutter Gutter
mnePy-nq east crexl-i-J-Ar sera cen,ft seen aasrorta°aC -an 1.1, Ce,
i ` Bigh E;" Csa H:9h GLI" Cna b l,h 10` Ce, High 10" Cas Flodsg Eovs Tdm OUTSIDE coRNER INSIDE CORNER OOTSDE CORNER INSIDE CORNER
F296 F h R F^9 ] F2 fk9 F2969 1`297O.F2971,1`2972 F2962 Right as Shown all Work Reid Weak Red"
5 A{t Trim !9 La ha te. TW Sealant 1 T M1 eased 12- TUbo aaolan: 1Y Tube iw.kal4 9' Tufa Sealant 21- Tubs Sexism 2T Two. Sedane 26- Tube Second 2R• TWro awlont
N (1j Fou< m 914 7) feesenor p114 (7i raster /14 (n Fastener i14 Frowns, {NA ;-14 x a' (10J Fastener /14 (13) iaetanw p4 (14) Fmtry F14 I14) Fcxlenw 9r6
�4=a1SOd Tj'FCI:RE blas k0t rc.x- pop lard Ter Lee 9" x ij P River pe' Loopp }" x it PoP fo t P Lap 9 x �j° Pan RIM pea Lqp W W/ Wavha 1Y C.C. (S) Know [e N (3) Fastener M Trion Cdx hien Cow
vlsr'atlon i3 P9 pi ed t J w ale, haiev 07A 12-14 x It Fast ®1JA 1 11 X Ij- 6aetEoar p7A i2 14 x i F tear WA 12 14 x it (2) FBBtanr /14 i' I}° Y/4-14 A r 1/4-14 x s
bpbpbp :DX{ Wowha ae C.C. Tw 5 W/ W+-41 24 e..0 0 W/ Aa:her 24 CC Tor, s0 W/ Owner 24'0G Pop RI re, 2 LW LL a9 W/washer LL aD W/Weehv
& Ir Ga Settee I FeAwwr 9l. 11 Go & 12. Go. Sour, razima 04 12' OC Trlm C:Ae, N. Color bbn -or
*J E Refer to bill a mater Tats
r Less'' oa rv:ln,e'^1e'?ts
Fas.wners
(00 4�--vv
"; r'u,
,'6
Topa Sealant and iiab�Seelant
P'y0000005
assts rev
PBR, PBU
AVP, PBA VistaShadow
' '
G0000061,
G000009
�+
Aug'15 061
3a&
Nov I5 10
a_
'-p^�----- u L4
Oct '75 03
Panel Fasteners
Various
Fasteners
tg?4
I
FASTFNTrc+?2°
----------
Wall Fasteners
Roof Fasteners
OP±Treat Roof or Wall Fasteners
Fosterer #17
Fastener #38
SWInless Steel Cap
Tri -BEAD TAPE SEALER n AT TAPE SEALER
TAPE SEALER - SWAGED
Long Life (Optional at Wali)
li
^B@
j
HW504
Fl 507
HW515
M.iPTberScrew
12-14 z 1"
5/16" Hex Washer Head
1/4"-14 x 7/e" Lap TEK
5/1.6"Hex Washer Head
Msber Screw
m
Mg•nhecrew- S
N!
€
,1
9!`..
1
i5" X I" X 25'-0"
X E" X
J' X 2.}" X 6"
Fastener #17A
12-14 z 1}"
Fastener #3
92-14 x 14"
Fastener #3SSBX
12-14 x lf"
l w/ Washer
F- i -T Terser
.t4ub..h DY8-r
^rn*r.ot Washer
TRIPLE BEAG TAPE SFnLERI
HN -02. 1
F,A.'T TAPE SEALER
HWSDB
6
qb Hex Washer Head
w/washer
" Hex Washer Head
w/washer
1
Hex Washer Heed
w/washer
{°
33�:.' T9rJ"diTTfl4
BattenLok HIS
-
'1.
it
Fastener #12R
l
r�_
11S X. 2*" X 20'-0"
X i" X 45'-0"
SuperLo
Mg.'rylSr��L.
l
12-14 x i" DP3
Pancake Head
M mbar Frew
M9l➢b@f_$FCC.W.
AC Ir 14
' '•�- -
A "+1 A
=1-+- '-
T FR 7
'may- .2_8
Optlold
Optional
Optional
Fastener #17B
Fastener #3A
Fastener #3ASSBX
l
A
HRETH. rtE nJiBE SEA.A!_ANT
TAPE SElLM
MINOR RIB
HON -SKINNING BUTYL
TUBE (VAPOR BFALA R)
12-14 x 1}'
12-14 x 1Q"
12 14 x 1j"
.�
•d' -_fit
t� Hex Washer Head
w/Washer.
A" Hex Washer Head
./washer
Flex Washer Head
w/wosher
r
oil
.pl o„�L• r
Fastener #55
Fastener #70
Fastener
kkg 7/E 3/16”
� t/6 x /A I
3/96' x 9JtA'
� 1
�
~`
I 12-24 x 1 9/4' DP5
Hex Head
12-24 x 1 1/2" OPS
Washer Head
1#142
1/4"-14 z 1 1/2'
1/
S/16" Hex Washer Head
F -. heat
; sap R / f
Glared End Rivet
HIWIgAp (t;`h'ts)
5/18" Washer
5/16' Hex
Member Screw
Memo,, Screw
i
it S,afness Sired
Siapza a .. H" 541 (Gray) try"
" X Y 4"
IMP7100 (WHITE) Member Screw
f
# W
(
HSY542 FBronze)
tn+{e: 25'-0' per Tubs a1 1/4° Baod I
1
" X GA.
Nets: 92'-6" per Tube at 3/5° Bead
— _
FLEXIBLE MEMBRANE (EPDM)
Optional
FCst•TCr #28
-
92-74 z 2"
Optional
r
Fastens #55
72 x 2"
Opt'Onai
Fastener #272SSBX
r"
12-24x.. DP5
_
r
jpe
s
g
�
WIDE 24
STRAPPING
&' Hex Washer Head
w/washer
(�" Hex Washer Head
w/washer
{�" Flax Washer Head
wJwasher
i� Fastener #76
Fastener #61
:0 ..an3.,'....,r....._.."
ini.T•. rr..:�Yl
e..
y.
_
1
.I
12-14 tt 2"
12-14 tt 1 9/4'
Fastener #iB
1/4-14 x 1 1/4"
e#`i'��,,
*: ��`..'
i�� �.
b
3
5�_
o" Hex 'Masher Head
/1„..
5/16" Hex Washer Head
5/16” Hex Washer Head
Smah SCreW
Stitch Screw
LT. P Member Strow
5/e
_T,P rsmbar rev an'
` {. y Lire) #i`+ x i" Rub:»r Crammet s✓
` S=`1 1`
siacll $Creta
[i' 1
516'Pea -er He'd
Ile -14 A 1 Jn
I '^%1 1 -JCsn Head !
1(4" Hex Hftad w/ ia(aa :E'r
�
z'� /I
!
w/ 1 1/8 ,20 W.s.".a
wj 1 1/8 0.0. Ma t.Fr
GEi<Sln!F 7 V/.CE = HW5227
d...`_�e,'l
^v.
Fastener #4A
Fosterer #4
Fastener #45SBX
+V
CEKSTRIP 4' WIDE HW5223
.v Tp•l <4_....
S enc f,NE F. ,g 4.,_
e <,-+,- ( r? gc
DEKSTRIP 12" WIDE IM6229
('g" Heir Wash r Hard
HxWasher" Head
{k" Hss Washerr Head
Fastens #78
of
N01E: Refer to
Fastener #46
5
t
j
a
Ta
c
R !
_ Gray
O " O.
c PRYS 2 0... MAX.44XPF. IMF?.:R
TOE SES aNr BOTH S DFS
F' 470 -' 25'-0" Roll
Galvah:m6 Plus Only
FII - 100,-C"
a HW520 - 96" x 50'-0" Roll
a )gWB21 - 24" z 50'-0" Roll
w/washer
i'
w/washer
z
w/washer
1
x 11'
Pancake 9D OPS
Pancake
I W/0 Washer
materidle for spedfc Jcb
specific
requirements
1/4-14 K 5/8" Type B
ion 9
' Ir211'A� `'
� � #•'i 7,
..
.�„��
UBr -LATA\ EACH EN n 1
Yell
Iva Lame Plies Ont
'.
Ha J
5/16* Har Washer Head W Washs
/
T-RIAINATION STRIP HW5305 EACHFL5nq
- 5G''-0' Roll
a
tl
ESD (1' Wide X 4'-0" tong Alum.I
1
r � Iv na Pius m
hWh C'
Woa asos
NOTE:
NOTE: Refer 4o bill of
-
(
LT.P. oto H c eR
I Ta '-,Rch e,, (.ono Llfe) i
#}4 x 1 1/5" QD.
Refer to bill of materials
materals for specific job
requirements
j- -t4 e 1/d
I }/n 1r r /,,
Bonded Washer
for specific job requirements
pEV,1£" He. . , ice F. •sd
I 5jt , h�:..., z- Heed (
�
..�._.....�.—._._
w, i ', Lea c1u. e{;•:;nr
W%11/ f)O. `Y -her
_ PF
BUTTE CO— LINTY
BIJI�-LMNG DIVIa10-
PIP` �l
a.
s' a Id 4J -11
EVVEU
FOR CODE COMPLIANCE
NOV 10 2016
INTERWEST
CONSULTING GPO I ID
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o `Ibg c o S o0U
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now N O O
R ozaO3 ® ❑
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P • U W_ O
'm NSU
® $ OQb
G FR
ti oc
Is ¢
Fh z"
L.1 Ri��a1
Z+ ITV
z fn ❑ ❑
Fan
ZQmZ
E MQZ to
OUO to
o OVOZ •�
NZ^UQ 3
u 5"Ono 0
Scale: NOT TO SCALE
Drawn by, JOE 7/15/16
Checked bug JAM 7/15/16
Project Engineer. SG
Job Number: 15-B-39475-1
Sheet Number: RIB of 21
The engineer whose seal
appears hereon is an employee
for the manufacturer for the
materials described herein. Said
seal or certification is limited
to the products designed and
manufactured by manufacturer.
only.The undersigned engineer is 333
.not the overall engineer of
record for this project.
Ronald W. Bennett, P.E.
California P.E. C050732 €
Fhlsh U:. tS at Mated CC: i:er ur3lUnlrf
Side-wall Cyist By Pa_=es i'cha,nn - -- —
gr"G Baits'" rS054
j Sheeting Citp
Endwall
C1.22 or PC30 -t
Shoe`.l.^.g CRs
(1) r siio rr #12A.
12--14 x Y' P.H. DP3
aft each and
I I �j� ntwa!!f cit
ill
I i
C 292 e & PC76- Clip
s: siting chip F —�
r
iz-14
of each end
Shealing Clip Il ,EWALL
PC7d_ Clip
Ci -4
(v — -
_ Endwall Column attart mer: — —
located Fotween Purlins at Slope
Notes;.
f.l ;Tee A -00091b ( ACEOB2gfor Jemb/Supl:od Coh}nst alladmw-nt when
crated ai s _ ePor n span (w ad!acentPurhn space) as Endwall Column
2)F +g Chmnel ma, sea,) rdNee Puffin npioeswfier. required.
3.) VNand Edge Strip Punns, v.,en requ r'll, do not at+ach to Bridge Channel.
4.) PUMAS and Pudin Scut a#erds past Bridge Channel flange when
"Ootiminl' Ova lhlra or Facade 5 requires! at endwali.
dl_
C'airn7`1
Pullin Stot
(When required.)
(Typical of Purlins
-^i and Punn Stmt)
"'YJ ---Bridge Charnsl
Cold Formerl (Shown)
HotRoied -BG (Simi
nae II (.c'unn or Ca ul n -xlsn_Inr
fBr
to p+..hi!I Lof Cr rection 7latu.)
102 PBR Wall Panel - Three Sided Framed Opening PWO'
01° Trim Installation with Field Notch Panel at Head Trim Sep'1+
Ft- Trim Installation con be done by Field Notch Panel as shown on PWO7022 & PW07023
OR with Field Notch and Bend Tabs at Head Trim as shown on PW07024 & PW07025.
Opening Width + 6" (+2" Lap when req'd)
3" Opening Width — "
See PW07023
& PW'07027
PER Well Panel - Threc Sided Famed Opening
Trim Installation Fiend No` i1 Bend Tabs Head Tram
ux en
PW07024€
PBR Alai! Panel - Three Sided Framed Opening
PWO701
'14 1
a
03
wain and at
jS1 l 1
Field Notch and Pond Taps at Head Trim
Se
or
`o
—
9
n
— ---
jN.at.., Trim Installation can be done h Mid Notch Pane! as arrive) an PW07022 & PY'0i023
gp -1 L t Field Notch Hand Tab He.:d slim
e,, at " H Cie. at For,,
, R
---
r Tim Inntailaion can to dace b .Fleid Noich Panel as shown on PWO7022 & PW117023
with oral a4 as sho wn on PW070"4 &
d
PNC70 5.
Opening Width 3"
wt H Fizid Notch and Bend Tabs at Head Trim as shown on PW07024
__—_
& PW0707.5.
O
J
bbl Open'z Width + 6l' (a ! „ d)
the Opening Width cnnd location. Field
Opening Y'!d n + 8" (+2" Lap when retid)
at r t Pa ad
sg
P Field out
red -. " d _� •- aq
P R .Y,ryv3 `Iti rI .n Wiri}h a :5• .vs{
9nc.
Cut
'-Head Trim F48f
Rem*Field
ondsr and
& PW070<7
�yyyGGGppp
I P..(7 -,Y0
pqp
l
Fi
1
or
`o
Faataner x 4A B F 'c P n'i.et
9
n
—
e,, at " H Cie. at For,,
, R
s
j Fa txrm
I
Opening Width 3"
7 12-24 x 11 k
Pn c .e bG DP5
Location of Rib ni vary depending on
O
J
,
' -0 S~ f i ot f B O.G.
the Opening Width cnnd location. Field
Jry
at r t Pa ad
sg
measure before cuttting Panel and Trim.
R
"Bead of F 4 ,:e Coulkkig
r
i
4 *am Hip U t. tile, (f*K
8 l:ll^.)
... PWO7028
'.Tai
lij
i t iamb Tri, F4"n J,,nML Tim F482
OR
al -<nz
Aiturnate F484 ar F?tamsle F464
)I Jes F,
a l I i :{?7029
FRtiY Gloss Urs,
s.
Cut
FW1,37025
Rem*Field
ondsr and
& PW070<7
Remove
Head Trim F481��
See
s.
rl
°Opening Width 13"
r
I
Head Tim F481
I I
l :ti f
+l(Qfn- Field measure
Opening Width and
cut Head Trim to
required ,jleenngtth.
t -Field Notch and Bend Eant lx_w End mew
1+" 'ab behind Jamb "' --2" Lap with (2) Fasteners #14
See End Cut Dollop z Pop " P,ivet and HW54-
FletAttach w74h
Fletcher #14 n' r 4° Caulk',rvg
Foo R et Sao i) rpe .:a lidbh _
P
W07025 for dstaAs. �� D na °o fir' NnSa_ All trim isbo
can fir back ley nsaBEFORE blanket
Insulation is applied to walls
8J ice' Berd 1d tab
SSS vd i down cogreee N2:flt Panel position is shown withnta
k ! J I 'el Rib and Opening on l'-0 module.
Location of Rib may vary depending on
Field Cut -----i t`e Opening Width and location. Field
Y. and Remove �. _ -� mac"ur" before cutting Panel and Trim.
I .._ rnA Cu GAyi!
" 2 Lar wi ` 2 (Viewed Prom tap of Head Trim)
Fart.nan #144
p x iT Pop Rivet
Jn2 otTNm wn n DParinq Width Opening Width
_ _
req I ed Fluid note?)
" ( ss required.
In Field Notch and Bond i Tab
behind Jamb Trim. At
Yash th
Fastener
/f14 ," x Fop Z +ot
Far "Optinlict,
Nota ,.jam i y t
_ft P Er7c70FS +2B / e
Hear.' Trlm r 3 ol
See PW070 7 i r J r a -/
Trimfield "t detclt 1 x3 )+I in
.iamb Trim F4$2 at AlCemais x484 ( It
Fostere. p11A A" x a" Pap RN., of r g
V-8 O.C. at. Cold F.hno i It it
o
OR
k
- -- Fastener -
i z41 -
v it
i € nl t t i e b. p iz F'wc measure Oner rg rfd:h 92-24 x 1 Pancake S0 D�5 W/0 W;;aher 1111 ("`
i Pf r (F n_ rket s i t sigh. before 'mFk4 1 1 a alta �"
le m 1 t r! wt! ! a t dMe. cut dimer ane v ,xdtagty. a4 1'-8 O.C. __ Field cut Panel
_ __ ___ ...._._ _ at liot Relied
PBR Wal`: Panel Three Sided Framed Openiing - TWO;
Field Notch Panel at Head Trim Se,e
Ng't Trim Installation can be done by Field Notch Panel as showsn on MY07022 & PW07023
rd4 with Field Notch and Bend Tab. at Head Trim as shown orn PW07024 & PW07025.
Ooenk.0 Width + 6" (+2" Lao when reddl
Notes All than is to be N tee F!cld measure Opening Kidth
installed BEFORE blanket and Height before making Fleid cuts
Insulation is applied to walls. and adjlast cul dimensions accordingly.
PBR Wall Panel - Three Sided Framed Opening
Jamb Trim Field Cut Details
��E 1§" -E I L 14
3, 1"
Altemate Jamb Trim F484 Jnmb TdmmFF482482Top Vivo Top 'Ae.
Field Cut and Remove
$ids Vew at Hegd Trim �
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Head Trim F481��
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12-24 x 11x" ED Pancake DP5
N
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at Ho. Rolled
—
LOGT Panel Positionn is shown with
ti
Nota
Opening Width 3"
NQfn�.A!I trim is to be
Location of Rib ni vary depending on
O
J
For *Optional"
the Opening Width cnnd location. Field
Jry
Fastener #14A b' x Ir Pop Rivet at
measure before cuttting Panel and Trim.
Channel Closure Trim
®❑
V-8 O.C. at Cold Form
... PWO7028
0
OR
al -<nz
Mono
Fastener #16
M
12-24 x 1j" SD Pancake DP5 W/O Washer
E
o
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F¢n
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from Header to Floor (see section)
o
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� 00
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Head Trim F481
a(PNUm
�
Jamb Trim F482 Jamb Trim F482
Drown by JOE 7/15/16
Typ at Head &
Project Engineer So
Job Number: 15-B-39475-1
Sheet Number.' R19 of 21
or Altemate F484 or Alternate F484
Jamb Trim when
Sae PWO7027
required. Field notch
far Jamb Trim
as required.
field out de-tvii
see'
PW07029
Jamb Trim F482
or Alternate F484
Finish Floor Line
"
it
Notes All than is to be N tee F!cld measure Opening Kidth
installed BEFORE blanket and Height before making Fleid cuts
Insulation is applied to walls. and adjlast cul dimensions accordingly.
PBR Wall Panel - Three Sided Framed Opening
Jamb Trim Field Cut Details
��E 1§" -E I L 14
3, 1"
Altemate Jamb Trim F484 Jnmb TdmmFF482482Top Vivo Top 'Ae.
Field Cut and Remove
$ids Vew at Hegd Trim �
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rl
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Fastener #16
12-24 x 11x" ED Pancake DP5
N
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at Ho. Rolled
Sids_Ylfl�gt_ iS 11 Trlm
NaSe� Field measure Opening Height
before making field cuts and adjust
cut dimensions accordingly.
I
II
Cut and remove
remainder of front fold
(2) Fasteners #14
x 4" Pop Rivet
at lap
2" Lap when required.
Field cut and notch
es required.
Jamb Trim E482 and
Alternate Jamb Trim F484
Front Yew
Right Jamb Trim as shown
Left Jamb Trim opposite hand
Finish Floor Line
Lop with (2) Fasstoners #Y4 FJ'-d-Y"12Y
x 4' Pop Rivet send 1iW54-
raking
Ana Wtl,� 3"' Field notch Panel
I� ) at Head Trim
Fastener f 4 d" x "g" Pop 'a
Field cubt Panel
Rivet at 20 O.C. at Cold Form
OR
Fastener #16
12-24 x 11x" ED Pancake DP5
N
W/0 Washer at V-8 O.C.
at Ho. Rolled
—
LOGT Panel Positionn is shown with
ti
Panel Rib cad Cleaning on 1'-0 module.
NQfn�.A!I trim is to be
Location of Rib ni vary depending on
O
J
frsialled BEFORE blanke4
the Opening Width cnnd location. Field
Jry
Insulation is a Ilei to walla
PP
measure before cuttting Panel and Trim.
PBR Wali Panel - Three Sided Framed Openi ing
Jamb Trim installation
Fastener f4A a' x 'p" Pop Rivet
at 20 O.C. at Cold Farm
OR
Fastener Et6
12-24x 1J' Pancake SD DP5
W/0 Washer at 1'-8 O.C.
at Hot Rolled
Double Sided Tape
(Not ey Bldg Mfg)
Blanket Insulation ,
PER Wall Panel -r
N4b;Terminate Blanket insulation -
at capi !cry lip of Jamb T.im
Field flatten Trim leg when required
Jamb Man F482 (shown)
or Al mn.te Jamb Trim F4B4
Joamb
ood Fan shown
HtdoRolled similar)
POptionai"
G:hannel Closure Trim
Slee PW07028 for details.
J" EBead of HW54- Tube Caulking
(Hdeoder to Floor)
�\- Field Cut Wnll Panel
Operrhg Width
Alterna
Trim F454 Profile
Ngt?L Panel pckt'nni is shown with
Panel Rib and Opening an V-0 module.
Note:. All trim H to be Lacatlon of Rib mayy vary depend.ng an 1
Installed BEFORE blanket n the Opening Width sand Iodation.
Field
ie.wution Isapifore cu• tIr4 Penal and Tri
m.
63 RT TTI -LE COUP
AP, ROVED
FOR CODE COMPLIANCE
NOY 10 2016
INTERWEST
m
4
The engineer whose seal
appears hereon is an employee
for the manufacturer for the
materials described herein. Said
seal or certification is limited
to the products designed and
manufactured by manufacturer
anly.The undersigned engineer is
not the overall engineer of
record for this project,
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Checked by. JAM 7/15/16
Project Engineer So
Job Number: 15-B-39475-1
Sheet Number.' R19 of 21
The engineer whose seal
appears hereon is an employee
for the manufacturer for the
materials described herein. Said
seal or certification is limited
to the products designed and
manufactured by manufacturer
anly.The undersigned engineer is
not the overall engineer of
record for this project,
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EXISTING ORCHARD
1�
N;
(r
O
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1
I
\ 1
(E) WELL 1;
o -
x x x Xx x X x—
�• LIMIT OF LEACH FIELD
NL o i
FREE AREA AT WELL
PROVIDE PERIMETER
NEW CONCRETE APRON — SEDIMENT CONTROL
AROUND PROJECT
C)WORK AREA DURING
EXIST ELECT CCCCOCU CCOO AND XFRMRS MSB CONSTRUCTION.
(N) D.S.
1 � �
NEW STORM DRAIN
LEACH TRENCH,
REFER TO DRAWINGS =' a
K BY CIVIL ENGINEER
P
±19'-0" �' NE tU GUAR Ht SIS '"`' EEI' ' ; SITE IMPROVMENT KEYNOTES
Tc12" WIDE GUTTER
BETWEEN NEW I EXISTING STORM STALL +/- 80 LF STORM DRAIN LEACH P
AND EXIST. BLDGS ; DRAIN LEACH OI D IL. CONTRACTOR SHALL INSTALL 12" C'
1; TRENCH TEE TINGS AT POINTS OF CONNEC N TO
GUTTER ING.
3 rE (E) WAREHOUSEI
• � ,I `4 * * "� � , , , � INSTALL 12" x EDUCER A EACH TRENCH,
I S -I02 6" DIAM, SOLID W HDP IPE WITH FITTINGS
(E) REFRIG ' I AND COUPLINGS AS ED AND BUTTE COUNTY
WAREHOUSE STANDARD
,1
S S- FLUSHING HOLE WITH
CONCRETE COL AT FIN GRADE.
TEMPORARY f E �I � t I, t N s� S -I E
�� r
E
CONCRETE i F i I O INSTALL x 6" REDUCER AT LE TRENCH,
WASHOUT, SEE H EXISTING CONC. I I O3 6" DIA OLID WALL HDPE PIPE WIT TINGS
SHEET A-1 k iI PAD TO BE AN OUPLINGS AS NEEDED AND BUTT OUNTY
REMOVED NDARD 5-22 AND 5-23 FLUSHING HOLE H
RELOCATE / ; CONCRETE COLLAR AT FINISH GRADE.
(E) REFUGE f 7 �,
REFER TO STORM DRAIN LEACH TRENCH
AREA aI ;v y s {3 s +,: EXIST. COLD ; PLAN ON 5HEET I BY CIVIL ENGINEER
---- $OX TO BE
y NEW GAS METER^ " REMOVED I NEW +6' C.L. FENCED TRASH ENCLOSURE WITH PAIR
LOCATION, FENC 5' GATES ON I6'-0" x 12'-O" CONCRETE SLAB
! \AROUND WIOVER GRAVEL BASE. REFER TO DETAIL OI/A-I
BOLLARDS AT - lN) D.S. ; FOR PERIMETER FOOTING DETAIL. SLOPE SLAB
J 1 y �t..:, _. ,1
OPENING PERP "" ° 2.0% MAX. FOR POSITIVE DRAINAGE.
STANDARDS _ - - -- a' PROVIDE 8'-0" x 6" THK. CONC. APRON.
° PROVIDE BOLLARDS OR CONCRETE CURB TO
-°-- (E) GAS METER PREVENT DAMAGE TO FENCING BY DUMPSTERS.
1\� I TO BE RELOCATED Q
\ 5�
\ I(E) OFFICE
SEPTIC z
I YSTEM 'B'
F_ -1 q
- - - - - - - - - �L - J i
Ll
(E) LANDSCAPING a
"--(E) ACCESSIBLE
PARKING STALL
K �
O
PROVIDE SAFE DISPERSAL (E) TRUCK SCALE
pF------------I AREA 50'-0"
(E GRAVEL DRIVEWAY
FOM BILINGPOIGN
_ 1 STATING "SAFE DISPERSAL
? AREA' AT EACH LOCATION.
4 I ( TOTAL DISPERSAL AREA
PROVIDED SHALL BE 350 SF
O NEJ[f, E (10 OCC x 5 SF/DCC)
EXISTING VERIFY SIZE OF EXISTING
SCc BUILDINGS DISPERSAL AREAS.
gHM 71,
X
l2Ei I :°vV I? FO R CODS
COMIFLIANCE,
X/X /
USING THE FOLLOWING CODES:
�`��� ❑ 2013 CAI It'ORPJIA.RESIDENTIALCODE
2013 CALIFORNIA. BUILDING CODE
'� 2013 CALIFORNIA FLECRTICAL CODE
R>ZO' 2013 CALIFORNIA PLUMBING CODE
2013 CALIFORNIA MECHANICAL CODE
y 2013 CALII`ORNIA ENERGY CODE
2013 CALI I,ORNIAY.REEN BUILDING STAND ,.RDS CODE
❑ 2013CALIFORN1A13U1LDINGCODE -
STRIIC I uUAL PROVISIONS ONLY /
❑ 2013 CALIFORNIA FIRE CODE OTHER: /
COMPLETION OF THIS REVIEW DOES NOT AUTHORIZE
CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL„ '
N STATE OR LOCAL REGULATIONS.
_BY: PLAN - DATE:
SCALE: INTERN ?ST CONSULTING �GROUP OUoP -
,
SITE P L4
N
SCALE: "=20'-O"
O' 50' 100' 10' 200' 250' 500'( O' 10' 20' 50'
40' 50' 60'
6,mod
m
SCOPE OF WORK CODE ANALYSIS SHEET INDEX
(E) GRAVEL DRIVEWAY
NOTE:
PROJECT SHALL COMPLY WITH BUTTE
COUNTY STORMWATER MANAGEMENT
AND EROSION CONTROL ORDINANCES,
REFER TO SHEET A-1 FOR SITE BMP'S
MINIMUM EROSION AND SEDIMENT
CONTROLS NOTES.
I I �I � _I VIII II I I
SHEET a
SHEET CONTENTS
A -I
SHEET INDEX, CODE ANALYSIS, VICINITY MAP,
SCOPE OF WORK
OVERALL SITE PLAN
ENLARGED SITE PLAN
o
OVERALL FLOOR PLAN - AS BUILT 1/8" SCALE
A-3
I OVERALL FLOOR PLAN - ADDITION 1/8" SCALE
A-4
FLOOR PLAN - ADDITION 1/4" SCALE
A-5
EXTERIOR ELEVATIONS
-6SECT
N CU S, RO FPL
ry
O"
MINIMUM EROSION AND SEDIMENT CONTROLS
NEW METAL BUILDING ADDITION TO EXISTING FACILITY.
CODE:
2013 CALIFORNIA BUILDING CODE
ALLOWABLE AREA: BASIC:
S-1
STRUCTURAL NOTES
S-2.0
---------- -
- - - --
FOUNDATION DETAILS
5-2.2
FOUNDATION DETAILS
2013 CALIFORNIA FIRE CODE
B = 9,000 SF
F I = 8,500 SF
1 E-24
T24 ENERGY COMPLIANCE FORMS
y
ENERGY COMPLIANCE FORMS
1
STORM DRAIN LEACH TRENCH PLAN
CONSTRUCTION:
V -B, NON-SPRINKLERED
S-1 = 9,000 SF
CHAIN LINK
FENCING
BUILDING NOT HEATED OR COOLED
W/ INCREASE:
o
SPECIAL INSPECTIONS
Ir = (5l0/Sl0 - :25) 60/30
= 1.5
OCCUPANCY/USE:
B OFFICE
A5 = AT !+ I AT x lr 1 + f
AT x I5 1
F -I PROCESSING
B 9,000 + (q,p00 X
L5 )
°
REFER TO STRUCTURAL NOTES ON SHEET S -I FOR
S -I STORAGE
= 22,500 SF
SPECIAL INSPECTION INFORMATION.
EXIT DISTANCE:
B 200 LF MAX
F-1 8,500 + ( 8,500 X
1.5 )
6" THICK CONIC SLAB
F -I 200 LF MAX
= 21,250 SF
44 BARS AT 24" O.0
8-1 200 LF MAX
8-1 9,000 + ( 9,000 X
I.5 )
C)
EACH WAY
}
= 22.500 SF
REFER TO SHEET A-3 FOR ACTUAL
I
GRAVEL BASE
TRAVEL DISTANCE TO NEAREST EXIT.
ACTUAL AREA: MIXED OCCUPANCY
Fp
OCCUPANT LOAD:
B 1526 SF / 100 = 14 OCCUPANTS
(E) B 1,526 SF
FINISH
e
C,B,C, 11B-202 COMPLIANCE
F -I 3.360 SF / 100 = 34 OCCUPANTS
(E) F -I 3,360 SF
w
GRADE
S-1 9,982 SF / 500 = 20 OCCUPANTS
(N) S-1 5,002 SF
Q
°...
1
TOTAL OCCUPANT LOAD = 10
(E) S -I 4,980 SF
NATURAL GRADE=
a
o 0
yoy8
IT IS THE INTENTION OF THE PROPOSED SCOPE OF WORK
TO ENSURE THAT THE SUBJECT EXISTING MEET
THE ACCESSIBILITY REQUIREMENTS OF TH 2013 ALIFORNIA
2 EXITS REQUIRED, 4 EXITS PROVIDED
REFER TO SHEET A-3 FOR LOCATIONS
TOTAL: 14,866 SF
EXIST B EXIST F -I
EXIST 5-I
NEW S -I
v.
BUILDING CODE. SECTION IIB -202 "ACCESS OR
OF EXIT S
i
_
PROPOSED
1,526 - 3.360
4,980
5,002
w
III—III
VARIOUS AREAS OF THE EXISTING ACCESSIBLE
PARKING PROVIDED:
'B" OFFICE: ....................1,526 / 300 = 5 STALLS
22,500 + 21,250 +
22,500 +
22,500
ACCORDING TO THE "PRIORITY LIST" DESCRIBED IN THE
T-1" PROCESSING:.......3,360 / 1,250 = 3 STALLS
I
�
I'
SAID CODE, AND IS DESCRIBED IN THE FOLLOWING
_
0.068 + 0.158 +0.221 +0.222
= 0.669G
1 OK
SUMMARY OF WORK.
�..�82. /.1.812.
tt4 BAR TOP
ACCESSIBLITY IMPROVEMENTS TO EXISTING FACILITY MADE
TOTALPARKINGREQ D.. 13STALLS
AND BOTTOM
UNDER PRIOR PERMIT.
PARKING PROVIDED:
A.C. PARKING LOT WITH I VAN ACCESSIBLE
ALL NEW WORK SHALL BE ACCESSIBLE.
PARKING STALL AND 3 STANDARD STALLS
r
AND GRAVEL PARKING AREA.
OI TRASH
E
ENCLOSURE PERIMETR
o
A-1
SCALE: 1" - 11-01,
I
77� 7777
I I �I � _I VIII II I I
SHEET a
SHEET CONTENTS
A -I
SHEET INDEX, CODE ANALYSIS, VICINITY MAP,
SCOPE OF WORK
OVERALL SITE PLAN
ENLARGED SITE PLAN
A-2
OVERALL FLOOR PLAN - AS BUILT 1/8" SCALE
A-3
I OVERALL FLOOR PLAN - ADDITION 1/8" SCALE
A-4
FLOOR PLAN - ADDITION 1/4" SCALE
A-5
EXTERIOR ELEVATIONS
-6SECT
N CU S, RO FPL
1 A-1
CALGREEN MANDATORY MEASURES
MINIMUM EROSION AND SEDIMENT CONTROLS
AC -I
ACCESSIBILITY DETAILS
S-1
STRUCTURAL NOTES
S-2.0
FOUNDATION PLAN
S-2.1
FOUNDATION DETAILS
5-2.2
FOUNDATION DETAILS
E - I
ELECTRICAL PLAN, PANELS, ONE LINE DIAGRAM
1 E-24
T24 ENERGY COMPLIANCE FORMS
E -29-'T24
ENERGY COMPLIANCE FORMS
1
STORM DRAIN LEACH TRENCH PLAN
r
f� 10
PERMIT# fel '' BUTTE ��-
BUTTECOU ELOPMENTSERVICES COUNTY j
-c VIEWED FOR Ij{
CODE COMPLIANCE OCT 2 5 2016
DATE- lLj�?(�_BYZ DEVELOPMENT
SERVICES
VICINITY MAP
PROJECT 51TE
DURHAM DAYTON HWY O
16
N a,
DURHAM
,3F
Revisions:
10/24/2016
PLAN CHECK 1
'lot Date: 10/24/20161
Date: 10-2014
Drawn: GC
Job No: 15-051
y Q Sheet:
j
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____ _ I I1 . ,_ I 911 T �- T
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I 1 NEW BUILDING C .........................................5,002 Square Feet
DATE,tl -�.- =1� BY_ DRY STORAGE Date: 10-2016
Drawn: GC
Job No: 15-051
REVIEWED
FOR CODE COMPLIANCE
NOV io 2016 FLOOR PLAN
INTERWEST ASBUILT/1 EMO
CONSULTING GROUP N SCALE:
0' 2' 4 6'
l,jr
_ _ TI
11:111�� ��
BUILDING
AREA
00
c
E
(E) BUILDING 'A' .........................................
4,886
Square Feet
a0)
N
U
U
Square Feet
0
z
PACKING/PROCESSING: ................................
3,360
Square Feet
Q
(E) BUILDING 'B' ..........................................
4,980
Square Feet
V
Q
'' l
PERMIT
V'
REFRIG. WAREHOUSE: ....................................
3,280
Square Feet
BUTTE COUNTY DEVELOPMENT SERVICES
ENCLOSED CANOPY: .....................................
1,100
Lo
REVIEWED FOR
7
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in
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0
V
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I 1 NEW BUILDING C .........................................5,002 Square Feet
DATE,tl -�.- =1� BY_ DRY STORAGE Date: 10-2016
Drawn: GC
Job No: 15-051
REVIEWED
FOR CODE COMPLIANCE
NOV io 2016 FLOOR PLAN
INTERWEST ASBUILT/1 EMO
CONSULTING GROUP N SCALE:
0' 2' 4 6'
l,jr
_ _ TI
11:111�� ��
BUILDING
AREA
(E) BUILDING 'A' .........................................
4,886
Square Feet
ry
OFFICE: .........................................................
1,526
Square Feet
z
PACKING/PROCESSING: ................................
3,360
Square Feet
Q
(E) BUILDING 'B' ..........................................
4,980
Square Feet
'' l
PERMIT
REFRIG. WAREHOUSE: ....................................
3,280
Square Feet
BUTTE COUNTY DEVELOPMENT SERVICES
ENCLOSED CANOPY: .....................................
1,100
Square Feet
REVIEWED FOR
CODE COMPLIANCE
I 1 NEW BUILDING C .........................................5,002 Square Feet
DATE,tl -�.- =1� BY_ DRY STORAGE Date: 10-2016
Drawn: GC
Job No: 15-051
REVIEWED
FOR CODE COMPLIANCE
NOV io 2016 FLOOR PLAN
INTERWEST ASBUILT/1 EMO
CONSULTING GROUP N SCALE:
0' 2' 4 6'
l,jr
_ _ TI
11:111�� ��
O
ry
LIJ
Ltj
z
LL
J
7-
i
O
x
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I 1 NEW BUILDING C .........................................5,002 Square Feet
DATE,tl -�.- =1� BY_ DRY STORAGE Date: 10-2016
Drawn: GC
Job No: 15-051
REVIEWED
FOR CODE COMPLIANCE
NOV io 2016 FLOOR PLAN
INTERWEST ASBUILT/1 EMO
CONSULTING GROUP N SCALE:
0' 2' 4 6'
l,jr
_ _ TI
11:111�� ��
O 3 O A
I 1
A-6
i
82'-0"
(N) S -I
�6,
A
tNt3lO/
! . • ' ' • • (N�I MAN DOOR
MAINTAIN 44" CLEAR • , . • ' ' I
PATH OF EGRESS
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. • ' (N) 12x12 I BUILDING SLAB
j I . • . •'
ROLL UP
- j MAX
B'
i
/ t
(E) LOUVER
A "10'
VENTP B (E) AIR
N COMP.
AUTOMATED ( 0( (E) SUB PANEL
ROLL -UP DR / ' • ,
(E) OFFICE 2 (E) OFFICE 3 (E) OFFICE 4 • • • .
B Es B
/
49' TO ' . 1 m o
EXIT I I1 -01
(E) PACKING '•, I 1 W a ED
r---- WAREHOUSE° ❑
• (E) / ' • :' (E) PROCESSINGI AREA m
----u OF.E. / F -I III F -I -----" (E) ELECT
•
.. 0j PANEL
..... (E) HALL 3 w
(E)EELECT ° U
III B ��� PANEL ° 0
(E) RECEPTION (E) MEN'S ❑ I 1 =i j FkT� 01ST Z
a (E) BREAK O ' • ,
(E) O $
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fl
(E) WMN'S 50To • 1 ' • ,
(E) PORCH (E)r EXIT
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3068Frrq
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-----------____------ -_-__.—L --
1
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(E) 1 1
.. 3010 1 (E) 12' SLIDER '
0 0 0
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BUTTE COUN
DEVELOPMENT SERVICES
RE
IEWED FOR
CODE
OMPLIANCE
DAYE—U-- 15_1.
BY a__
EQUIPMENT OR ACCESSORIES, NAILING OR BACKING.
3. REGARDLESS OF THE OCCUPANT LOAD SERVED, EXIT DOORS
SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF
FOR CODE COMALI
Revisions:
Nov 10 2016
4. REFER TO DETAILS FOR ACCESSIBILITY REQUIREMENTS
10/24/2016
HARDWARE/KICK PLATES: 2 / AC -1
CLEAR OPENING: 3 / AC -1
PLAN CHECK
THRESHOLDS: 5 / AC -1
LEVEL LANDING (EXTERIOR): 6 / AC -1
ACCESSIBILITY SIGNAGE
ITEMIt
DESCRIPTION
DETAIL
LV�r
U U
`TA T4LE:EXITmSIGN
12 / ACTI•'
V
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TACTILE EXIT ROUTE SIGN
12 / AC -1
Plot Date: 10/24/2016
—
FRAMING LEGEND.
4" WALL
BUTTE COUN
DEVELOPMENT SERVICES
RE
IEWED FOR
CODE
OMPLIANCE
DAYE—U-- 15_1.
BY a__
EQUIPMENT OR ACCESSORIES, NAILING OR BACKING.
3. REGARDLESS OF THE OCCUPANT LOAD SERVED, EXIT DOORS
SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF
FOR CODE COMALI
UNLATCHING OF ANY DOOR OR LEAF SHALL NOT REQUIRE
Nov 10 2016
4. REFER TO DETAILS FOR ACCESSIBILITY REQUIREMENTS
INTEST
CONSULTING EGRO
HARDWARE/KICK PLATES: 2 / AC -1
CLEAR OPENING: 3 / AC -1
LEVEL MANEUVERING CLEAR SPACE: 4 / AC -1
FRAMING LEGEND.
4" WALL
��� 6" WALL
8" GIRT WALL
NEW WALLS SHOWN SHADED, TYPICAL.
GENERAL NOTES
I. NEW WALL FRAMING SHALL BE METAL Z-GIRTS WITH METAL
WALL PANELS, BY OTHERS. REFER TO DRAWINGS BY METAL
BUILDING MANUFACTURER.
2. PROVIDE BLOCKING AS REQUIRED FOR WALL MOUNTED
EQUIPMENT OR ACCESSORIES, NAILING OR BACKING.
3. REGARDLESS OF THE OCCUPANT LOAD SERVED, EXIT DOORS
SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF
A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT AND THE
UNLATCHING OF ANY DOOR OR LEAF SHALL NOT REQUIRE
MORE THAN ONE OPERATION.
4. REFER TO DETAILS FOR ACCESSIBILITY REQUIREMENTS
AT DOORS:
HARDWARE/KICK PLATES: 2 / AC -1
CLEAR OPENING: 3 / AC -1
LEVEL MANEUVERING CLEAR SPACE: 4 / AC -1
THRESHOLDS: 5 / AC -1
LEVEL LANDING (EXTERIOR): 6 / AC -1
ACCESSIBILITY SIGNAGE
ITEMIt
DESCRIPTION
DETAIL
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12 / ACTI•'
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�r Ir
BUILDING AREA
(E) BUILDING 'A' ......................................... 4,886 Square Feet
OFFICE: ......................................................... 1,526 Square Feet
PACKING/PROCESSING: ................................ 3,360 Square Feet
(E BUILDING 'B' .......................................... 4,980 Square Feet
REFRIG. WAREHOUSE: .................................... 3,280 Square Feet
ENCLOSED CANOPY: ..................................... 1,100 Square Feet
NEW BUILDING 'C' .........................................5,002 Square Feet
DRY STORAGE
NCE OVERALL
FLOOR PLAN
ADDITION
SCALE: 1/8"=1'-0"
)P 0' 2' 9' 6' 8' I6'
" V I I I I
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GC
Job No:
15-051
A
J A-6
21'-4"
.4dt , u , v a ".
Z-GIRTS, REFER TO DRAWINGS
BY METAL BUILDING MANUFACTURER
NEW 2AIOBC
FIRE EXT.
i
I
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(N) 3010
MAN DR,
EXISTING Z-GIRTS
EXISTING FULL HEIGHT
2x FRAMED WALL
(E) SUBPANEL I _ _ _ _
(E) 3' X 2' LOUVER,
NG METAL I TOP AT +18'-0"
VG FRAME
A
0
DOUBLE
STACK
OVEN
0
DOUBLE
STACK
OVEN
FRAMING LEGEND
4" WALL
I\7C7\l 6" WALL
8" GIRT WALL
NEW WALLS SHOWN SHADED, TYPICAL.
GENERAL NOTES
I. NEW WALL FRAMING SHALL BE METAL Z-GIRTS WITH METAL
WALL PANELS, BY OTHERS. REFER TO DRAWINGS BY METAL
BUILDING MANUFACTURER.
2. PROVIDE BLOCKING AS REQUIRED FOR WALL MOUNTED
EQUIPMENT ;OR ACCESSORIES, NAILING OR BACKING.
3. REGARDLESS OF THE OCCUPANT LOAD SERVED, EXIT DOORS
SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF
A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT AND THE
UNLATCHING OF ANY DOOR OR LEAF SHALL NOT REQUIRE
MORE THAN ONE OPERATION.
4. REFER TO DETAILS FOR ACCESSIBILITY REQUIREMENTS
AT DOORS:
HARDWARE/KICKPLATE S: 2 / AC -1
CLEAR OPENING: 3 / AC -1
LEVEL MANEUVERING CLEAR SPACE: 4 / AC -1
THRESHOLDS: 5 / AC -1
LEVEL LANDING (EXTERIOR): 6 / AC -1
ACCESSIBILITY SIGNAGE
ITEM# DESCRIPTION DETAIL
A '. TAG f(Lg, EkI,7, SIGN „
(Bi TACTILE EXIT ROUTE SIGN 12 / AC -1
I PERMITi#66t rk
/ lD
BUTTE COUNTY DEVELOPMENT SERVICES
r' REVIEWED FOR
�
CODE COMPLIANCE
PATE 4(t.....�.�—__..-
12" FRAME
SEPARATION BUILDING AREA
FOR GUTTER
m
(E) BUILDING 'A' ......................................... 4,886 Square Feet A
OFFICE: ......................................................... 1,526 Square Feet
PACKING/PROCESSING: ................................ 3,360 Square Feet
�_ (E) BUILDING 'B' ..... 4,980 Square Feet
(E) AIR ...........................
COMPRESSOR REFRIG. WAREHOUSE ........................... 3,280 Square Feet
ENCLOSED CANOPY: ..................................... 1,100 Square Feet
NEW BUILDING 'C' .........................................5,002 Square Feet
DRY STORAGE
;EVIEWED
rE) O FOR ODE COMPLIANCE
XMFR
NOV 16 2616
0 INTERWEST FLOOR PLAN
uLTI ^ '� ADDITION
(E) 800A 480V N
3PH 4W MSB SCALE:
NEMRA 3R O I' 2' 3 4 8
C) I 0
Revisions:
10/24/2016
PLAN CHECK
V
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OVEN
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OVEN
FRAMING LEGEND
4" WALL
I\7C7\l 6" WALL
8" GIRT WALL
NEW WALLS SHOWN SHADED, TYPICAL.
GENERAL NOTES
I. NEW WALL FRAMING SHALL BE METAL Z-GIRTS WITH METAL
WALL PANELS, BY OTHERS. REFER TO DRAWINGS BY METAL
BUILDING MANUFACTURER.
2. PROVIDE BLOCKING AS REQUIRED FOR WALL MOUNTED
EQUIPMENT ;OR ACCESSORIES, NAILING OR BACKING.
3. REGARDLESS OF THE OCCUPANT LOAD SERVED, EXIT DOORS
SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF
A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT AND THE
UNLATCHING OF ANY DOOR OR LEAF SHALL NOT REQUIRE
MORE THAN ONE OPERATION.
4. REFER TO DETAILS FOR ACCESSIBILITY REQUIREMENTS
AT DOORS:
HARDWARE/KICKPLATE S: 2 / AC -1
CLEAR OPENING: 3 / AC -1
LEVEL MANEUVERING CLEAR SPACE: 4 / AC -1
THRESHOLDS: 5 / AC -1
LEVEL LANDING (EXTERIOR): 6 / AC -1
ACCESSIBILITY SIGNAGE
ITEM# DESCRIPTION DETAIL
A '. TAG f(Lg, EkI,7, SIGN „
(Bi TACTILE EXIT ROUTE SIGN 12 / AC -1
I PERMITi#66t rk
/ lD
BUTTE COUNTY DEVELOPMENT SERVICES
r' REVIEWED FOR
�
CODE COMPLIANCE
PATE 4(t.....�.�—__..-
12" FRAME
SEPARATION BUILDING AREA
FOR GUTTER
m
(E) BUILDING 'A' ......................................... 4,886 Square Feet A
OFFICE: ......................................................... 1,526 Square Feet
PACKING/PROCESSING: ................................ 3,360 Square Feet
�_ (E) BUILDING 'B' ..... 4,980 Square Feet
(E) AIR ...........................
COMPRESSOR REFRIG. WAREHOUSE ........................... 3,280 Square Feet
ENCLOSED CANOPY: ..................................... 1,100 Square Feet
NEW BUILDING 'C' .........................................5,002 Square Feet
DRY STORAGE
;EVIEWED
rE) O FOR ODE COMPLIANCE
XMFR
NOV 16 2616
0 INTERWEST FLOOR PLAN
uLTI ^ '� ADDITION
(E) 800A 480V N
3PH 4W MSB SCALE:
NEMRA 3R O I' 2' 3 4 8
C) I 0
Revisions:
10/24/2016
PLAN CHECK
Date: 10-2016
Drawn: GC
Job No: 15-051
Sheet:
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NEW BUILDING "C',
(E) ENCLOSED
CANOPY
(E) COMP. ROOFING
NEW METAL SIDING AT
REMOVED MAN DOOR
(E) BUILDING "A"
(E) BUILDING "B"
PERMIT #_6
BUTTE COUNTY DEVELOPMENT SERVICES
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(E) ENCLOSED
CANOPY
(E) COMP. ROOFING
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PERMIT #_6
BUTTE COUNTY DEVELOPMENT SERVICES
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CODE COMPLIANCE
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NOV 10 2016
INTERWEST
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DATE 4,J ffIt BY__ Drawn: GC
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NOV 10 2016
INTERWEST
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Sheet:
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REVIEWED FOR REVIEWED
COMPLIANCE
DATE FOR CODE COMPLIANCE
SECTION "Alli �-(S,CG �
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SCALE: NOV
INTERWEST
CONSULTING GROUP
ReV151on5:
10/24/2016
PLAN CHECK
I
Plot Date: 10/24/2016
Date: 10-2016
Drawn: GC
Job No: 15-051
Sheet:
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Date: 10-2016
Drawn: GC
Job No: 15-051
Sheet:
Acmis
of:
TEMPORARY CONCRETE WASHOUT
STAKE
(TYPICAL)
SIT MUS
AND SIDEWALKS AND AT LEAST 50' FROM THE NEAREST STORM DRAIN NET FF VF STREETS
ACCORDANCE WITH SECTION SA08.1.1, 5.408.2 OR 5.408.3;
"—
WIRENC
r
❑
10 MIL
PLASTIC
LINING
* G.C. TO DETERMINE
SIZE OF CONCRETE
WASHOUT.
MINIMUM EROSION AND SEDIMENT CONTROLS
❑
❑
❑
°
°
REFER TO SHEET A-1 FOR LOCATION OF NEW TRASH
THE BMP'S (BEST MANAGEMENT PRACTICES) LISTED BELOW MUST BE IN PLACE DURING THE
NON-RESIDENTIAL MANDATORY MEASURES - DIVISIONS
ENCLOSURE.
OR EQUIVALENT
SIT MUS
AND SIDEWALKS AND AT LEAST 50' FROM THE NEAREST STORM DRAIN NET FF VF STREETS
ACCORDANCE WITH SECTION SA08.1.1, 5.408.2 OR 5.408.3;
"—
WIRENC
r
OR MEET A LOCAL CONSTRUCTION AND DEMOLITION
B
MINIMUM EROSION AND SEDIMENT CONTROLS
WASTE ORDINANCE, WHICHEVER IS MORE STRINGENT.
2013 GREEN CODE COMPLIANCE
DRYWALL MUD BOXES, PAINT BUCKETS, CLEANING MATERIAL CONTAINERS ETC. COME IN
REFER TO SHEET A-1 FOR LOCATION OF NEW TRASH
THE BMP'S (BEST MANAGEMENT PRACTICES) LISTED BELOW MUST BE IN PLACE DURING THE
NON-RESIDENTIAL MANDATORY MEASURES - DIVISIONS
ENCLOSURE.
OR EQUIVALENT
RAINY SEASON (OCTOBER 15 THROUGH APRIL IS) AND MAY BE REQUIRED AT OTHER TIMES
5.410.1 RECYCLING BY OCCUPANTS
Bond breakers
VISQUEEN MAY BE USED FOR THIS APPLICATION. ROLL -AWAY BINS MAY ALSO BE USED.
REFER TO SITE PLAN FOR LOCATION OF NEW TRASH
BASED ON WEATHER AND SITE CONDITIONS THROUGHOUT THE YEAR. THE BMP'S LISTED ARE
5.106.1
REFER TO 'MINIMUM EROSION AND SEDIMENT CONTROLS'
Driveway sealers
50
MINIMUM REQUIREMENTS AND ADDITIONAL BMP'S COULD BE REQUIRED BASED ON SITE CONDITIONS.
150
NOTES FOR STORM WATER POLLUTION PREVENTION MEASURES.
O.S" LAG SCREWS
Fire resistive coatings.
1. ALL SOILS TRACKED ONTO PAVED ROADWAYS MUST BE CLEANED UP ON A DAILY BASIS.
5.106.4
BICYCLE PARKING: N/A - NOT ADDING ANY NEW PARKING
Form -release compounds
OPENINGS MUST BE COVERED UNTIL FINAL STARTUP OF
WHEN STREETS ARE WET OR DURING A RAIN EVENT THERE SHALL BE NO TRACKING OF
10. COORDINATE WITH LOCAL BUILDING OFFICIAL FOR ANY ADDITIONAL REQUIREMENTS
HEATING AND COOLING SYSTEM. N/A - NEW BUILDING NOT
420
SPECIFIC TO JURISDICTION AND SITE.
SOILS ONTO THE STREET.
5.106.5.2
CLEAN AIR VEHICLE PARKING: N/A - NOT ADDING ANY
PLYWOOD 48"x24"NEW
STEEL r
Mastic texture coatingis
5 504 4- FINISH
PARKING.
PAINTED WHITEPRedEeT_
Multicolor coatings
Pretreatment wash primers
420
Primers, sealers, and undercoaters
100
SITE.
5.303.2
WATER REDUCTION. N/A - NO PLUMBING FIXTURES
BLACK LETTERS
Roof coatings
50
Rust preventative coatings
250
6" HEIGHT
-150
550
Specialty rimers, sealers, and undercoaters
5.303.3
WATER CONSERVING PLUMBING FIXTURES AND FITTINGS.
250
Stone consolidates
1. TRA5FI 15ARt #CROlt THE BACK OF #171! !)RAIN llqtf!T5.
Swimming pool coatin s
N/A - NO PLUMBING FIXTURES
WOOD POST
100
NO DRAIN INLETS WITHIN ISO' OF PROJECT SITE.
5.303.6
PLUMBING FIXTURES AND FITTINGS - N/A - NO NEW
3" x 3" x 8'-0"
Wood coatings
215
Wood preservatives
PLUMBING FIXTURES PROPOSED UNDER THIS PROJECT.
Zinc -rich primers
540
S. ALL PAINT, FUEL, CONSTRUCTION PRODUCTS ETC. SHALL BE STORED IN A COVERED
5.408.1
CONSTRUCTION WASTE MANAGEMENT
LOCATION AWAY FROM SIDEWALKS AND STORM DRAIN INLETS
RECYCLE AND/OR SALVAGE FOR REUSE A MINIMUM OF
M U
6 PORTABLE CHEMICAL TOILETS IF PROVIDED ON
50% OF THE NON -HAZARDOUS CONSTRUCTION WASTE IN
MATERIALS I L
AND SIDEWALKS AND AT LEAST 50' FROM THE NEAREST STORM DRAIN NET FF VF STREETS
ACCORDANCE WITH SECTION SA08.1.1, 5.408.2 OR 5.408.3;
"—
WIRENC
r
OR MEET A LOCAL CONSTRUCTION AND DEMOLITION
B
1. ALL TRASH MUST BE COLLECTED AND STORED PROPERLY. DO NOT LET ITEMS SUCH AS
WASTE ORDINANCE, WHICHEVER IS MORE STRINGENT.
CONCRETE WASHOUT SIGN
DRYWALL MUD BOXES, PAINT BUCKETS, CLEANING MATERIAL CONTAINERS ETC. COME IN
REFER TO SHEET A-1 FOR LOCATION OF NEW TRASH
Basementspecialty coatings
CONTACT WITH ANY RAINFALL OR STORM WATER RUNOFF.
ENCLOSURE.
OR EQUIVALENT
8. PROVIDE A DESIGNATED AREA FOR CONCRETE WASHOUT. HAY BALES LINED WITH
5.410.1 RECYCLING BY OCCUPANTS
Bond breakers
VISQUEEN MAY BE USED FOR THIS APPLICATION. ROLL -AWAY BINS MAY ALSO BE USED.
REFER TO SITE PLAN FOR LOCATION OF NEW TRASH
550
ALL CONCRETE WASHOUT SYSTEMS SHALL BE PLACED OFF OF PAVED STREETS.
ENCLOSURE. OCCUPANT TO COMPLY WITH LOCAL
Driveway sealers
50
RECYCLING ORDINANCES AS REQ'D BY BUTTE COUNTY.
150
9. AFTER INSTALLATION OF THE ABOVE ITEMS IS COMPLETE A MAINTENANCE PROGRAM
550
Fire resistive coatings.
NEEDS TO BE DEVELOPED TO INSURE THE CONTINUED EFFECTIVENESS OF YOUR BMP'S.
5.504.3 ALL DUCT OPENINGS AND OTHER RELATED DISTRIBUTION
100
Form -release compounds
OPENINGS MUST BE COVERED UNTIL FINAL STARTUP OF
-2
10. COORDINATE WITH LOCAL BUILDING OFFICIAL FOR ANY ADDITIONAL REQUIREMENTS
HEATING AND COOLING SYSTEM. N/A - NEW BUILDING NOT
420
SPECIFIC TO JURISDICTION AND SITE.
HEATED OR COOLED (PROTECT EXISTING DUCT OPENINGS
1/8" DIA
120
ETC. AT ADJACENTS AREAS DURING CONSTRUCTION.
STEEL r
Mastic texture coatingis
5 504 4- FINISH
WITH STRAW BALES
STAPLES
2 PER BALE 10 MIL
PLASTIC BINDING WIRE
LINING
NATIVE MATERIAL
(OPTIONAU STRAW BALE
WOOD OR METAL
SECTION B-13 NOTES: (2 PER BALE)
NOTES:
NOT TO SCALE I: ACTUAL LAYOUT TO BE DETERMINED
IN FIELD.
2. THE CONCRETE WASHOUT SIGN SHALL BE
INSTALLED WITHIN 30 FT. OF THE
TEMPORARY CONCRETE WASHOUT FACILITY.
m
i( \
PERMIT# ---
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CTE COMPLIANCE
PATE
5.504.5.3 MECHANICAL VENTILATION MUST HAVE MERV 8 FILTERS.
N/A - BUILDING NOT HEATED OR COOLED
5.504.1 IF OUTDOOR SMOKING AREAS ARE PROVIDED THEY MUST
MUST BE GREATER THAN 25' AWAY FROM ALL BUILDING
OPENINGS.
5.506.1 OUTSIDE AIR DELIVERY
FOR MECHANICALLY OR NATURALLY VENTILATED SPACES
IN BUILDINGS, MEET THE MINIMUM REQUIREMENTS OF SECTION
120.1 OF THE CALIFORNIA ENERGY CODE AND CHAPTER 4
OF CCR, TITLE 8 OR THE APPLICABLE LOCAL CODE,
WHICHEVER IS MORE STRINGENT.
5.508.1 HVAC AND FIRE SUPPRESSION SYSTEMS SHALL NOT
CONTAIN CHLOROFLUOROCARBONS OR HALONS.
N/A - NOT HVAC SYSTEM OR FIRE SUPPRESSION SYSTEM.
TABLE 5.504.4.5 TABLE 5.504.4.1
VOC, CONTENT LIMITS FOR ARCHITECTURAL GOATIN652 5 ADHESIVE VO0 LIMIT I, 2
Grams of VOC per Liter of coating, Less Water and Less Exempt Compounds In Grams per Liter
Less Water and Less Exempt Compounds In Grams per Liter
COATING CATEGORY
EFFECTIVE
PLAN
STRAW BALE
(TYPICAL)
WIRENC
r
100
Nonflat-hi h gloss coatings
150
UDING ADHESIVES, SEALANTS
504.4.6.1 CAULKS, PAINTS, COATINGS, CARPETS, CARPET PADS,
AND COMPOSITION WOOD PRODUCTS MUST MEET
APPROPRIATE LOW VOC REQUIREMENTS AND
0.11
Aluminum roof coatings
NOT TO SCALE
TYPE "ABOVE GRADE"
Basementspecialty coatings
STAPLE DETAIL
Bituminous roof coatings
50
CERTIFICATIONS. DOCUMENTATION MUST BE PROVIDED
TO SHOW COMPLIANCE. REFER TO SHEET A-1 FOR VOC
AND FORMALDEHYDE LIMIT TABLES.
WITH STRAW BALES
STAPLES
2 PER BALE 10 MIL
PLASTIC BINDING WIRE
LINING
NATIVE MATERIAL
(OPTIONAU STRAW BALE
WOOD OR METAL
SECTION B-13 NOTES: (2 PER BALE)
NOTES:
NOT TO SCALE I: ACTUAL LAYOUT TO BE DETERMINED
IN FIELD.
2. THE CONCRETE WASHOUT SIGN SHALL BE
INSTALLED WITHIN 30 FT. OF THE
TEMPORARY CONCRETE WASHOUT FACILITY.
m
i( \
PERMIT# ---
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CTE COMPLIANCE
PATE
5.504.5.3 MECHANICAL VENTILATION MUST HAVE MERV 8 FILTERS.
N/A - BUILDING NOT HEATED OR COOLED
5.504.1 IF OUTDOOR SMOKING AREAS ARE PROVIDED THEY MUST
MUST BE GREATER THAN 25' AWAY FROM ALL BUILDING
OPENINGS.
5.506.1 OUTSIDE AIR DELIVERY
FOR MECHANICALLY OR NATURALLY VENTILATED SPACES
IN BUILDINGS, MEET THE MINIMUM REQUIREMENTS OF SECTION
120.1 OF THE CALIFORNIA ENERGY CODE AND CHAPTER 4
OF CCR, TITLE 8 OR THE APPLICABLE LOCAL CODE,
WHICHEVER IS MORE STRINGENT.
5.508.1 HVAC AND FIRE SUPPRESSION SYSTEMS SHALL NOT
CONTAIN CHLOROFLUOROCARBONS OR HALONS.
N/A - NOT HVAC SYSTEM OR FIRE SUPPRESSION SYSTEM.
TABLE 5.504.4.5 TABLE 5.504.4.1
VOC, CONTENT LIMITS FOR ARCHITECTURAL GOATIN652 5 ADHESIVE VO0 LIMIT I, 2
Grams of VOC per Liter of coating, Less Water and Less Exempt Compounds In Grams per Liter
Less Water and Less Exempt Compounds In Grams per Liter
COATING CATEGORY
EFFECTIVE
Flat coatings
50
Nonflat Coatings
100
Nonflat-hi h gloss coatings
150
5perlall;9 coatings
0.11
Aluminum roof coatings
400
Basementspecialty coatings
400
Bituminous roof coatings
50
Bituminous roof primers
550
Bond breakers
350
Concrete curing compounds
550
corcrete/mosonrq sealers
100
Driveway sealers
50
Vrq fog coatings
150
Faux finishing coatings
550
Fire resistive coatings.
550
Floor coatings
100
Form -release compounds
250
Graphic arts coatings (signpoints)
500
High temperature coatings
420
Industrial maintenance coatings
250
Low solids coatin s l
120
Ma nesite cement coatin s
450
Mastic texture coatingis
100
Metallic pigmented coatings
500
Multicolor coatings
250
Pretreatment wash primers
420
Primers, sealers, and undercoaters
100
Reactive penetrating sealers
550
Req cled coatings
250
Roof coatings
50
Rust preventative coatings
250
Shellacs
- Clear
- Opaque
-150
550
Specialty rimers, sealers, and undercoaters
100
Stains
250
Stone consolidates
450
Swimming pool coatin s
540
Traffic marking coatings
100
Tub and tile. refinish coatings
420
Waterproof Ing membranes
250
Wood coatings
215
Wood preservatives
550
Zinc -rich primers
540
I. Grams of VOC per -liter of coating, Including water and
Including exempt compounds.
2. The specified limits remain In effect unless revised
limits are listed In subsequent columns In the table
3. Values In this table are derived from those specified
by the California Air Resources Board, Architectural
Coatings Suggested Control Measure, February I, 2008.
More Information Is .available from the Air Resources Board
TABLE 5.504.4.5
FORMALDEHYDE LIMIT51
Maximum Formaldehyde Emissions In Parts per Million
PRODUCT
CURRENT LIMIT
Hardwood plywood veneer core
0.05
Hardwood plywood composite core
0.05
Particleboard
0.09
Medium clensltv fiberboard
0.11
Thin medium density fiberboard 2
0.15
I. Values In this table are derived from those specified by the
California Air Resources Board, Air Toxics Control Measure
for Composite Wood as tested In accordance with A5TM E
1535. For additional Information, see California Code of
Regulotons, Title 11, Sections 95120 through 95120.12.
2. This medium density fiberboard has a maximum thickness
of 5/16" 68 mm).
ARCHITECTURAL APPLICATIONS
CURRENT
VOC LIMIT
Indoor carpet adhesives
50
Carpet pad adhesives
50
Outdoor car et adhesives
150
Wood Flooring adhesives
100
Rubber floor adhesives
60
5ubfloor adhesives
50
Ceramic tile adhesives
65
VCT and asphalt tile adhesives
50
Drywall and ponel adhesives
50
Cove base adhesives
50
Multi ur ose construction adhesives
'10
Structural glazing adhesives
100
Single-l51ngle-plg roof membrane adhesives
250
Other adhesives not ecificall listed
50
SPECIALTY APPLICATIONS
PVC weldin
510
cPVC weldin
490
A55 "aiding525
Plastic cement Holding
250
Adhesive primer for plastic
550
Contact adhesive
80
Special purpose contact adhesive
250
Structural wood member adhesive
140
Top and trim adhesive
250
SUBSTRATE SPECIFIC
APPLICATIONS
Metal to metal
50
Plastic foams
50
Porous material (except wood)
50
Wood Flooring adhesive
50
Fiberglass
60
I. If an adhesive Is used to bond dissimllor substrates
together, the adhesive with the highest VOC, content
shall be allowed.
2. For additional information regarding methods to
measure the VOC content specifled In this table, see
TABLE 5.504.4.2
SEALANT V00 LIMIT
Less Water and Less Exempt Compounds in Grams per Liter
SEALANTS
CURRENT VOO LIMIT
Architectural
250
Marine deck
"160
Nonmembrone roof
500
Roadway
250
51n le- roof membrane
450
Other
420
SEALANT PRIMERS
Architectural
- Nonpourous
- Pourous
250
'1'15
Plastic cement welding
500
Adhesive primer for pla5tic,
160
Contact adhesive
T50
REVIEWED
FOR CODE COMPLIANCE
NOV 10 2015
INTERWEST
CONSULTING GROUP
Revisions:
10/24/2016
PLAN CHECK I
'lot Date: 10/24/20161
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13 REFER TO ACCESSIBLE SIGNAGE
AC -1 NOTES DETAIL FOR MOUNTING _ _ TACTILE EXIT SIGNAGE NOTES:
HEIGHT, LOCATION, CHARACTER 45°_Q
SIZING, ETC.,. TACTILE EXIT SIGNS ARE REQUIRED PER 2013 C.B.C. 1011.9
- AT THE FOLLOWING LOCATIONS:
CHARACTERS --}-
1. EACH GRADE -LEVEL EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY A
ROOM
TACTILE TACTILE EXIT WITH THE WORD "EXIT"
TITLE 51GN 18" 2. EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE -LEVEL EXTERIOR
EXIT BY MEANS OF A STAIRWAY OR RAMP SHALL BE IDENTIFIED BY A
LL CLEAR FLOOR TACTILE EXIT SIGN WITH THE FOLLOWING WORDS AS APPROPRIATE:
q SPACE AT 2.1 "EXIT STAIR DOWN"
/NOTE 3 x TACTILE SIGN 2,2 "EXIT RAMP DOWN"
CORRESPONDING 703.9.2 2,3 'EXIT STAIR UP"
BRAILLE, LEFT 2,4 "EXIT RAMP UP
OR CENTER p
JUSTIFIED 3. ' EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE -LEVEL EXTERIOR
EXIT BY MEANS OF AN EXIT ENCLOSURE OR AN EXIT EXIT PASSAGEWAY
SHALL BE IDENTIFIED BY A EXIT SIGN WITH THE WORDS ".EXIT ROUTE".
4. EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A
SINGLE DOOR + "
G MOUNT SIGN AT 98 MIN. TO BASELINE OF CORRIDOR OR HALLWAY THAT IS REQUIRED TO HAVE VISUAL EXIT SIGN
LOWEST BRAILLE OR +60" MAX. FROM SHALL BE INDENTIFIED BY THE TACTILE EXIT SIGN WITH THE WORDS
BASELINE OF HIGHEST LINE OF RAISED TEXT. "EXIT ROUTE".
NOTES: S. EACH EXIT DOOR THROUGH A HORIZONTAL EXIT SHALL BE IDENTIFIED
1. SIGN SHALL BE LOCATED ALONGSIDE BY A SIGN WITH THE WORDS "TO EXIT
DOOR AT LATCH SIDE. WHERE TACTILE
WITH 2 ACTIVEN 15 DED AT LEEAFS, SIGN
I DOUBLE
LOBE
`
No WITH LOCATED TO THE RIGHTOFTHE RIGHT
HAND DOOR. AT DOUBLE DOORS WITH
180/DOOR ONE ACTIVE LEAF THE SIGN SHALL BE
SWING LOCATED ON THE INACTIVE LEAF.
\ I 2. WHERE THERE IS NO WALL SPACE AT THE
LATCH SIDE OF A SINGLE DOOR OR AT RIGHT
\ I SIDE OF DOUBLE DOORS, SIGNS SHALL BE
\ LOCATED ON THE NEAREST ADJACENT WALL.
\ I 3. SIGNS CONTAINING TACTILE CHARACTERS
\ SHALL BE LOCATED 50 THAT A CLEAR
FLOOR SPACE OF 18" MIN x 18" MIN, 15
CENTERED ON THE TACTILE CHARACTERS, NOTE: SEE DETAIL AC -I FOR SIGNAGE LOCATION.
15 PROVIDED DOUBLET DOOR DOOR SWUNG BETWEEDN THE CLOSED
THE ARC OF ANY
POSITION AND 450 OPEN POSITION.
15 PERMANENT DOOR SIGNAGE 12 TACTILE EXIT SIGNAGE NOTES
AC -1 REV: 02-18-2014 CBC 2013 IIB -103.4 SCALE: N/A AC-) 2013 CBC 1011A SCALE: N/A
FINISH AND CONTRAST:
CHARACTERS, SYMBOLS AND THEIR BACKGROUND SHALL HAVE A NON-
GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR
BACKGROUND, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A
LIGHT BACKGROUND.
CASE:
CHARACTERS SHALL BE UPPERCASE OR LOWERCASE OR A COMBINATION
OF BOTH.
STYLE:
CHARACTERS SHALL BE CONVENTIONAL IN FORM. CHARACTERS SHALL NOT
BE ITALIC, OBLIQUE, SCRIPT, HIGHLY DECORATIVE, OR OF OTHER UNUSUAL FORMS,
MINI
HORIZONTAL
1132" CLR. MIN. FOLDING DOOR
THRESHOLD
ACCESSIBLE THRESHOLD
_� M
w 3. OPERABLE PARTS SHALL BE OPERABLE
=o
CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE
LANDING TO
BE FLUSH WITH FINISH
BUMPER IN POCKET
OOR TO PREVENT DOOR
CHARACTER
FLOOR AT DOOR
IFCONCRETE
PROVIDE
ROM FULLY RECEDING
UPPERCASE LETTER "0" 1560 PERCENT MINIMUM AND 110 PERCENT MAXIMUM
"I".
V, r_ 1111111111", 112 N
GUIDE RAIL o x>�
�Lu�
COMPRESSED CARPET
12" AND GREATER
TIGHT GRASPING, PINCHING, OR TWISTING
OF THE HEIGHT OF THE UPPERCASE LETTER
z
., ;
114" MAX. BELOW
LESS THAN 180"
CLR. MIN.
CHARACTER HEIGHT:
ui o32"
o Zo 24" MIN. '.
SLIDING DOOR
THRESHOLD
Z
WHEN DOOR
E L ACTIVATE OPERABLE PARTS SHALL BE
L VER PUSH/PUL PANIC BARS 5 LBS MAXIMUM.
MINIMUM CHARACTER HEIGHT SHALL COMPLY WITH TABLE IIB -103.5.5.
z- 'ySWINGS ONTO
=
r- - - - - - - - - - - - -
THAN 120"
w� X LANDING.
I 60" x 60" MIN. CLEAR
VIEWING DISTANCE SHALL BE MEASURED AS THE HORIZONTAL DISTANCE
> 4"
F
I
DOOR MUST OPEN I
BETWEEN THE CHARACTER AND AN OBSTRUCTION PREVENTING FURTHER
900 MINIMUM.
FINISH FLOOR LEVEL
� ILu L CROSS
HARDWARE MOUNTING HEIGHTS OPENABLE FROM THE EGRESS SIDE
APPROACH TOWARDS THE SIGN. CHARACTER HEIGHT SHALL BE BASED
cr)0 6„ m N< SLOPE ^
DOOR HEIGHT:
------------------
o zo p
6'-8" MIN. CLEAR I
ON THE UPPERCASE LETTER "1"
NP N -
DOOR CLOSERS AND I PROVIDE 18" MINIMUM
STOPS SHALL BE 1 AT INTERIOR DOORS,
PERMITTED TO BE AND 24" MINIMUM AT
18" MIN. A.F.F. i EXTERIOR DOORS IF
X IS GREATER THAN 8"
32" MINIMUM
NOTE: REQUIRED LANDING DIMENSIONS SHOWN ARE TYPICALI
CLEAR WIDTH
AND MAY CHANGE BASED ON DIRECTION OF APPROACH AND
1
DOOR HARDWARE. REFER TO LEVEL "MANEUVERING CLEARANCES
11 90°-0'
AT DOORS" DETAIL FOR MORE INFORMATION, AND TO FLOOR/SITE
is
PLAN FOR SITE SPECIFIC DESIGN.
- - - - - - - -
X �
a
�p 36" MIN. CLEAR OPENING
IF MORE THAN 24" DEEP
HINGED DOOR
06 TYPICAL ACCESSIBLE DOOR LANDING
03 DOOR CLEAR OPENING REQUIREMENTS
AC -I SCALE: NONE
AC -I SCALE: NONE
DOOR HARDWARE NOTES:
I. DOOR CLOSERS AND GATE CLOSERS
SHALL BE ADJUSTED SO THAT FROM AN
CENTERLINE DOOR OPEN POSITION OF 90 DEGREES, THE
HARDWARE TIME REQUIRED TO MOVE THE DOOR TO
A POSITION OF 12 DEGREES FROM THE
LATCH 15 5 SECONDS MINIMUM.
2. DOOR AND GATE SPRING HINGES SHALL
USO
POSIIADJUSTED
0 F10 DEGREES,OTHE THE
- - ION
OR GATE SHALL MOVE TO THE CLOSED
r Z POSITION IN 15 SECONDS UM
PROPORTIONS:
HORIZONTAL
_ 5.,
°° �
Lu v
" DESIGN
THRESHOLD
VIEWING
_� M
w 3. OPERABLE PARTS SHALL BE OPERABLE
=o
CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE
DISTANCE
WHEEL wwLL TO SUIT
CHARACTER
1,AC-1 (REV: 05-21-2015) (CBC 2013 CHAPTER IIB) SCALE: NONE
o� WITH ONE HAND AND SHALL NOT REQUIRE
UPPERCASE LETTER "0" 1560 PERCENT MINIMUM AND 110 PERCENT MAXIMUM
"I".
LESS THAN 12"
GUIDE RAIL o x>�
�Lu�
COMPRESSED CARPET
12" AND GREATER
TIGHT GRASPING, PINCHING, OR TWISTING
OF THE HEIGHT OF THE UPPERCASE LETTER
z
., ;
114" MAX. BELOW
LESS THAN 180"
OF THE WRIST. THE FORCE REQUIRED TO
CHARACTER HEIGHT:
AND GREATER
2" MIN �z
4 MAX
THRESHOLD
FINISH FLOOR
E L ACTIVATE OPERABLE PARTS SHALL BE
L VER PUSH/PUL PANIC BARS 5 LBS MAXIMUM.
MINIMUM CHARACTER HEIGHT SHALL COMPLY WITH TABLE IIB -103.5.5.
LESS THAN 21"
� CURB
THAN 120"
LEVELS EVEN
3" + 1/8" PER FOOT OF
VIEWING DISTANCE SHALL BE MEASURED AS THE HORIZONTAL DISTANCE
> 4"
F
I
4. EGRESS DOORS SHALL BE READILY
BETWEEN THE CHARACTER AND AN OBSTRUCTION PREVENTING FURTHER
48"MINIMUM CLEAR
FINISH FLOOR LEVEL
HARDWARE MOUNTING HEIGHTS OPENABLE FROM THE EGRESS SIDE
APPROACH TOWARDS THE SIGN. CHARACTER HEIGHT SHALL BE BASED
PATH OF TRAVEL
------------------
WITHOUT THE USE OF A KEY OR SPECIAL
ON THE UPPERCASE LETTER "1"
(2013 CBC IIB -409.2.1) KNOWLEDGE OR EFFORT,
HEIGHT TO FINISH
HORIZONTAL
MINIMUM CHARACTER HEIGHT
FLOOR OR GROUND
VIEWING
10
AC -1
FROM BASELINE OF
DISTANCE
AC -I (REV: 11-20-2015) (CBC 2013 CHAPTER JIB) SCALE: NONE
CHARACTER
1,AC-1 (REV: 05-21-2015) (CBC 2013 CHAPTER IIB) SCALE: NONE
`O\
V
40" TO LESS
LESS THAN 12"
5/81,
THAN EQUAL
TO l0""
12" AND GREATER
5/8" + 1/8" PER FOOT OF
z
VIEWING DISTANCE ABOVE 12"
GREATER THAN 10"
LESS THAN 180"
2"
TO LESS THAN OR180"
OR EQUAL TO 1200""
AND GREATER
2" + 1/8" PER FOOT OF
VIEWING DISTANCE ABOVE 180"
GREATER
LESS THAN 21"
3"
THAN 120"
21' AND GREATER
3" + 1/8" PER FOOT OF
VIEWING DISTANCE ABOVE 21'
S. THE UNLATCHING OF ANY DOOR OR LEAF
WHEEL GUIDE RAIL GUIDE/WARNING CURB SHALL NOT REQUIRE MORE THAN ONE
A WHEEL GUIDE RAIL SHALL - OR - PROVIDE 2" MINIMUM HIGH OPERATION.
BE PROVIDED, CENTERED 2" GUIDE CURB.
MINIMUM AND 4" MAXIMUM ABOVE XI 6. THE FORCE FOR PUSHING OR PULLING
THE WALKING SURFACE.
NOTES
1. ABRUPT CHANGES IN LEVEL EXCEEDING 4" IN A VERTICAL DIMENSION
BETWEEN WALKS, SIDEWALKS, OR OTHER PEDESTRIAN WAYS AND ADJACENT
SURFACES OR FEATURES SHALL BE IDENTIFIED BY WARNING CURBS AT
LEAST 0 IN HEIGHT ABOVE THE WALK OR SIDEWALK SURFACE, OR BY A
GUARD OR HANDRAIL EQUIPPED WITH A WHEEL GUIDE RAIL.
2. A CURB, 2" HIGH MINIMUM, OR BARRIER SHALL BE PROVIDED THAT
RAISED CHARACTERS AND PICTORIAL SYMOBL SIGNS: PREVENTS THE PASSAGE OF A 4" DIAMETER SPHERE, WHERE ANY PORTION
OF THE SPHERE 15 WITHIN 9" OF THE FINISH FLOOR OR GROUND SURFACE.
WHEN RAISED CHARACTERS ARE REQUIRED OR WHEN PICTORIAL SYMBOLS
(PICTOGRAMS) ARE USED ON SUCH SIGNS, THEY SHALL CONFORM TO THE 3. TO PREVENT WHEEL ENTRAPMENT, THE CURB OR BARRIER SHALL PROVIDE.
FOLLOWING REQUIREMENTS A CONTINUOUS AN UNINTERRUPTED BARRIER ALONG THE FULL LENGTH Of
CHARACTER TYPE: THE WALKING SURFACE.
L CHARACTERS ON SIGNS SHALL BE RAISED 1/32 INCH MINIMUM AND SHALL
BE SANS SERIF UPPERCASE CHARACTERS ACCOMPANIED BY CONTRACTED
(GRADE D BRAILLE COMPLYING WITH SECTIONS II13-103.3 AND II13-103.4 II
CHARACTER SIZE: O8 EDGE PROTECTION ,AT WALKWAY 05 DOOR THRESHOLD
2. RAISED CHARACTERS SHALL BE A MINIMUM OF 5/8 INCH AND A MINIMUM
OF 2 INCHES HIGH. AC -1 AC -1 2013 CBC IIB -303 SCALE: N/A AC -1
PICTORIAL SYMBOL SIGNS (PICTOGRAMS):
3. PICTORIAL SYMBOLS SIGNS (PICTOGRAMS) SHALL BE ACCOMPANIED BY 013.2 GUARDS SHALL BE LOCATED ALONG OPENSIDED WALKING SURFACES, INCLUDING
THE VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. MEZZANINES EQUIPMENT PLATFORMS, STAIRS, RAMPS AND LANDINGS THAT ARE
THE OUTSIDE DIMENSION OF THE PICTOGRAM FIELD SHALL BE A MINIMUM LOCATED MORE THAN 30 INCHES MEASURED VERTICALLY TO THE FLOOR OR INDCATS AREA
OF 6 INCHES IN HEIGHT. GRADE BELOW AT ANY POINT WITHIN 36 INCHES HORIZONTALLY TO THE EDGE OF
CHARACTER PLACEMENT: THE OPEN SIDE. GUARDS SHALL BE ADEQUATE IN STRENGTH AND ATTACHMENT
4 CHARACTERS AND BRAILLE SHALL BE IN A HORIZONTAL FORMAT IN ACCORDANCE WITH SECTION 1601.8. r- ---- -- ------
OPEN A DOOR OR GATE OTHER THAN
GLASS OR A FIRE DOOR SHALL NOT EXCEED 5
PANEL �� POUNDS (22.2N).
10" MIN.
BOTTOM
RAIL
DOOR KICK PLATE
(2013 CBC II13-404.2.10)
I. THE BOTTOM 10" OF ALL DOORS, EXCEPT SLIDING DOORS, SHALL HAVE A
SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE
DOOR OR GATE. KICKPLATES SHALL BE FREE OF SHARP OR ABRASIVE
EDGES. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED.
02 DOOR HARDWARE / KICKPLATE
SCALE: NONE �AC-jj 2013 CBC CHAPTER IIB SCALE: NONE
BRAILLE SHALL BE PLACED A MINIMUM OF 3/8 INCH AND A MAXIMUM OF EXCEPTION: GUARDS ARE NOT REQUIRED FOR THE FOLLOW LOCATIONS: PULL 51DE I
2 DIRECTLY BELOW THE ARA ERS FLUSH LEFT OR r
C INCH C Y ECHARACTERS; 1. ON THE LOADING SIDE OF DOCKS OR PIERS. APPROACH
CENTERED. WHEN TACTILE TEXT 15 MULTILINED; ALL BRAILLE SHALL BE
PLACED TOGEHER BELOW ALL LINES OF TACTILE TEXT. 2. ON THE AUDIENCE SIDE OF STAGES AND RAISED PLATFORMS, INCLUDING' -i
STEPS LEADING UP TO THE STAGE AND RAISED PLATFORMS.
PROPORTIONS: � ::29" .MIN. CLEAR AT
. O E i
5. RAISED CHARACTERS ON SIGNS SHALL BE SELECTED FROM FONTS 3 N RAISED STAGE AND PLATFORM AREAS, SUCH AS RUNWAYS, RAMPS AND EXTERIOR SIDE OF
WHERE THE WIDTH OF THE UPPERCASE LETTER "0" 15 60 PERCENT SIDE STAGES USED FOR ENTERTAINMENT OR PRESENTATIONS. EXTERIOR DOOR
MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE 4. AT VERTICAL OPENINGS IN THE PERFORMANCE AREA OF STAGES AND PULL SIDE �
LETTER "I". STROKE THICKNESS OF THE UPPERCASE LETTER T' SHALL PLATFORMS. ' i i APPROACH
BE IS PERCENT MAXIMUM OF THE HEIGHT OF THE CHARACTER. S. AT ELEVATED WALKING SURFACES APPURTENANT TO STAGES AND
BRAILLE: PLATFORMS FOR ACCESS TO AND UTILIZATION OF SPECIAL LIGHTING OR o 18" CLR MIN. AT i p 36" CLR. MIN. i o
EQUIPMENT. �° -' INTERIOR DOORSr PULL SIDE �^' 24" MIN.
CONTRACTED (GRADE 2) BRAILLE SHALL BE USED WHEREVER BRAILLE 15 APPROACH
REQUIRED IN OTHER PORTIONS OF THESE STANDARDS. DOTS SHALL BE 1/10 6. ALONG VEHICLE SERVICE PITS NOT ACCESSIBLE TO THE PUBLIC.
INCH ON CENTER IN EACH CELL WITH 2/10 INCH SPACE BETWEEN CELLS 1. IN ASSEMBLY SEATING WHERE GUARDS IN ACCORDANCE WITH SECTION
MEASURED FROM THE SECOND COLUMN OF DOTS IN THE FIRST CELL TO THE 1028A ARE PERMITTED AND PROVIDED.
FIRST COLUMN OF DOTS IN THE SECOND CELL. DOTS SHALL BE RAISED A
MINIMUM OF 1/40 INCH ABOVE THE BACKGROUND. BRAILLE DOTSSHALL BE 1013.2.1 WHERE GLASS I$ USED TO PROVIDE A GUARD OR AS A PORTION OF THE GUARD
'
DOMED OR ROUNDED. SYSTEM, THE GUARD SHALL ALSO COMPLY WITH SECTION 2401. WHERE THE
GLAZING PROVIDED DOES NOT MEET THE STRENGTH AND ATTACHMENT
MOUNTING LOCATION AND HEIGHT: REQUIREMENTS OF SECTION 1601.8, COMPLYING GUARDS SHALL ALSO BE LOCATED
ALONG GLAZED SIDES OF OPEN -SIDED WALKING SURFACES. PROVIDE THIS ADDITIONAL
WHERE A TACTILE SIGN IS PROVIDED AT A DOOR THE SIGN SHALL BE SPACE IF DOOR 15
LOCATED ALONGSIDE THE DOOR AT THE LATCH SIDE. WHERE A TACTILE SIGN 1013.3 REQUIRED GUARDS SHALL NOT BE LESS THAN 42 INCHES HIGH, MEASURED RUIPPED WITH BOTH A =
IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE VERTICALLY AS FOLLOW: LATCH AND A CLOSER ��� 24" MIN.
z i z oaW i 22" MIN
LOCATED ON THE INACTIVE LEAF. WHERE A TACTILE SIGN 15 PROVIDED AT L FROM THE ADJACENT WALKING SURFACES;
DOUBLE DOORS WITH TWO ACTIVE LEAFS, THE SIGN SHALL BE LOCATED TO 12" MIN opo i oo
THE RIGHT OF THE RIGHT HAND DOOR. WHERE THERE IS NO WALL SPACE AT 2. ON STAIRS, FROM THE LINE CONNECTING THE LEADING EDGES OF THE TREAD d d
NOSINGS: AND =o i i LLu
THE LATCH SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE u U zea z
DOORS, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL. 3. ON RAMPS, FROM THE RAMP SURFACE AT THE GUARD. zo '} I P =oom I PUSH SIDE =a PUSH SIDE
�. i I PQa I APPROACH -'APPROACH
SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED 50 THAT A 1013.4 REQUIRED GUARDS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE OF A
CLEAR FLOOR SPACE OF 18 INCHES MNIMUM BY I8 INCHES MINIMUM: CENTERED SPHERE 4 INCHES IN DIAMETER FROM THE WALKING SURFACE TO THE REQUIRED PUSH SIDE = r ������iVED
ON THE TACTILE CHARACTERS, 15 PROVIDED BEYOND THE ARC OF ANY GUARD HEIGHT. APPROACH
DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. EXCEPTIONS: L_- _____._____'_L____J FORCODECOMPLI NCE j"itMo
WHERE PERMANENT IDENTIFICATION SIGNAGE 15 PROVIDED FOR ROOMS AND }C 4 - -
SPACES THEY SHALL BE LOCATED ON THE APPROACH SIDE OF THE DOOR I. FROM A HEIGHT OF 36 INCHES TO 42 INCHES, GUARDS SHALL NOT HAVE 5 A1rTT=COUNTY DEVFlor)NA NITSCRVtcE4
AS ONE ENTERS THE ROOM OR SPACE. SIGNS THAT IDENTIFY EXITS SHALL BE OPENINGS WHICH ALLOW PASSAGE OF A SPHERE 4 3/8 INCHES IN DIAMETER REVIEWED FOR
LOCATED ON THE APPROACH SIDE OF THE DOOR AS ONE EXITS THE ROOM 2. THE TRIANGULAR OPENINGS AT THE OPEN SIDES OF A STAIR, FORMED BY CODE COMPLIANCE
OR SPACE. THE RISER, TREAD AND BOTTOM RAIL SHALL NOT ALLOW PASSAGE OFA rr ( ' n
SIGNS WITH RAISED CHARACTERS AND BRAILLE SHALL BE LOCATED 48" MIN. SPHERE 6 INCHES IN DIAMETER. INTERWEST DATE. b` - -- BY `ti/U� _
ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASE 3. AT ELEVATED WALKING SURFACES FOR ACCESS TO AND USE OF ELECTRICAL, CONSIJI-TINr- C-pn'!o
LINE OF THE LOWEST LINE OF BRAILLE AND 60" MAXIMUM ABOVE THE FINISH MECHANICAL, OR PLUMBING SYSTEMS OR EQUIPMENT, GUARDS SHALL NOT
FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST HAVE OPENINGS WHICH ALLOW PASSAGE OF A SPHERE 21 INCHES IN DIAMETER. FRONT APPROACH HINGE APPROACH LATCH APPROACH
LINE OF RAISED CHARACTERS.
13 ACCESSIBLE SIGNAGE NOTES
10
AC -1
Ol GUARDS
04 LEVEL MANEUVERING CLEARANCE AT DOORS
AC -I (REV: 11-20-2015) (CBC 2013 CHAPTER JIB) SCALE: NONE
AC -1 2013 CBC 1013 SCALE: N/A
1,AC-1 (REV: 05-21-2015) (CBC 2013 CHAPTER IIB) SCALE: NONE
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Plot Date: 10/24/2016
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014100 DESIGN DATA
Code used: 2013 California Building Code
Floor loading: N/A - Slab on grade
Roof loading: See metal building package
Wind loading: See metal building package
Seismic: See metal building package
014100 FOUNDATION DESIGN DATA
1. Soil design information:
Allowable soil design pressures:
Continuous footings 1500 PSF
Grade beams 1500 PSF
Isolated footings 1500 PSF
Retaining walls:
Active pressure (restrained) 60 PCF
Active pressure (cantilevered) 35 PCF
Passive pressure 150 PCF
Frictional resistance 0.25 x dead load
2. Minimum footing depth:
Bottom of footings shall be located at 12" below top of adjacent
natural grade - see Drawings.
01 41 13 GENERAL CONDITIONS
1. All work on this project shall conform to the adopted editions of the
UBC, UMC, NEC and any other applicable County and/or City codes
and ordinances. 2013 CBC (Based on 2012 IBC), 2013 CRC (Based on
2012 IRC), 2013 CMC (Based on 2012 UMC), 2013 CPC (Based on 2012
UPC), 2013 CEC (Based on 2011 NEC), 2013 CFC (Based on 2012 IFC),
2013 California Green Building Standards Code, and the 2013 Building
Energy Efficiency Standards.
2. Architect shall approve all adjustments to these plans related to the
Drawings.
3. Written dimensions are to be used; do not scale these drawings.
4. Specific information on the Drawings differing from these notes shall
apply.
5. The Contractor shall verify site conditions, and their correlation with
the Drawings, and shall notify the Architect in writing of any errors,
inconsistencies, omissions or discrepancies prior to beginning of
construction. The Contractor shall be held liable for the results of any
known errors, inconsistencies, discrepancies or omissions that are not
brought to the Architect's attention prior to commencement of work.
6. In the event certain features of the construction are not fully shown on
the Drawings or called for the Specifications then their construction
shall be of the same character as for similar conditions that are shown
or called for and shall be approved by the Architect.
7. The Drawings represent the finished structure. Unless
otherwise indicated, they do not indicate the method of construction.
The Contractor shall provide all measures necessary to protect the
structure, workmen and other persons during construction. Such
measures shall include, but not be limited to; bracing, shoring for
construction equipment, shoring for the building, forms, and
scaffolding.
8. All site -work and grading shall be done in compliance with the
Drawings. Where shown on Drawings, elevations, and locations of
steps in foundation, and heights of foundation walls shall be verified to
suit actual proposed and existing conditions.
9. Finish grade and finish floor elevations to be per site plan.
10. Dimensions noted "clear" or "cir" are minimum required dimensions
and must be accurately maintained.
11. All dimensions are to face of stud; face of concrete, or face of
masonry, unless otherwise noted.
12. Construction shown on these drawings shall in no case deviate from
the design shown without express written permission of the Architect
and/or the local Building official
0145 33 SPECIAL INSPECTIONS
1. In addition to inspections required by CBC 1.8.4.4, the project owner
or the Architect of record acting as the owner's agent shall employ
one or more special inspectors who shall provide inspections during
construction for the following items:
a. Concrete - During the taking and testing of test specimens and
placing of reinforced concrete.
Exceptions:
1. Foundation concrete where the structural design is based on
an Fc no greater than 2500 psi, regardless of the compressive
strength specified in the construction documents or used in
the footing construction CBC1704.4 (2.3).
2. Duties and responsibilities of the special inspector:
a. The special inspector shall observe the work assigned for
conformance with the approved design drawings and
specifications.
b. The special inspector shall furnish weekly inspection reports to the
building official, the engineer or architect of record, and other
designated persons. All discrepancies shall be brought to the
immediate attention of the contractor for correction, then, if
uncorrected, to the proper design authority and the Building
Official
c. The special inspector shall submit a final signed report stating
whether the work requiring special inspection was, to the best of
his knowledge, in conformance with the approved plans and
specifications and the applicable workmanship provision of the
CBC.
d. Inspector shall maintain, on site, daily logs for review by the
Jurisdiction inspectors.
3. A qualified person under contract with the project owner who is
acceptable to the architect and Building Official shall provide the
special inspections. Special inspections for this project are to be
performed by:
Applied Testing Consultants
3060 Thorntree Drive, Suite 10
Chico, California 95973
(530) 891-6625
4. A summary of tests, inspections and submittals performed by an
approved special testing Jab, special inspector, architect, and/or
engineer shall be as noted above, and specified in the matrix below.
The special inspections listed are not intended to be all inclusive and
only represent special inspection requirements for the structural
portions of the work. Additional special inspections of architectural,
mechanical, electrical, plumbing, fire sprinklers or other systems may
be required. Refer to the appropriate design disciplines for additional
information.
Description Testing Special Structural Certificate
Shop
Inspection observation (Letter)
drawings
Concrete strength Yes
15-051
Concrete mix design Yes
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Epoxied anchors, Yes
Expansion anchors,
Post installed anchors
03 20 00 REINFORCING STEEL
1. Reinforcing steel to conform to ASTM A615, including supplement Sl.
All bars shall be new stock deformed bars, grade 40 for #4 bars and
smaller, grade 60 for #5 bars and larger, typical unless otherwise
noted. Bars to be welded shall conform to ASTM 706.
2. Details for reinforcing shall conform to Chapter 7 of ACI 318-11.
3. Bar splices - Concrete - Unless noted otherwise, reinforcement bars to
be lapped minimum 40 bar diameters, but in no case less than 24".
Horizontal lops in adjacent bars shall be staggered 60" minimum.
4. Bends in reinforcement shall be in accordance with ACI 318-11.
5. Walls, pilasters and columns shall be doweled to their supporting
footings with vertical dowels of the same size and spacing as the
vertical reinforcing, unless otherwise noted on the plans. Where
possible, vertical bars shall be one-piece, full height.
6. For concrete or masonry construction, vertical reinforcing bars shall be
accurately located in walls as noted on plan details.
7. All reinforcing to be securely wired and properly supported above
ground and away from the form.
8. Where required, bar supports shall be provided as specified in the
"Manual of Standard Practice" published by the Concrete
Reinforcing Steel Institute (CRSI).
9. All dimensions shown for locations of reinforcing steel are to center of
bar unless noted as "cir". "Clr" dimensions are to face of bar and
denote clear coverage. Unless specifically noted otherwise,
concrete coverage shall be 3" where concrete is placed directly
against earth, and 2" where concrete is exposed to earth but is
against forms. Slabs on grade shall have reinforcing at mid -depth
unless otherwise noted - refer to Drawing details.
10. Welding of crossing bars and tack welding of reinforcing shall not be
permitted.
03 30 00 CAST -IN PLACE CONCRETE
1. Exposure class for concrete: Negligible exposure.
2. Construction joints shall be prepared to expose clean, solidly
embedded aggregate over the entire joint interface. Construction
joints shall be adequately keyed. Their locations and details, when not
shown on the Drawings, shall be subject to the approval of the
Architect.
3. Concrete placement shall be continuous between construction joints.
4. Unless otherwise shown on the drawings, concrete slabs shall be cast
in square or rectangular patterns not exceeding 400 SF in area.
Provide construction, contraction or weakened plane joints at
intervals not exceeding 20 feet in any direction. Install contraction
joints in both directions at re-entrant comers.
5. Sleeves, pipes and conduits shall not be placed through continuous or
spread footings, grade beams or tie beams unless specified and
detailed on plans.
6. Conduit shall not be placed in any slab less than 3-1/2 in. thick. If
conduit is placed in a concrete slab, its outside diameter shall not be
greater than 1/3 the slab thickness. The minimum clear distance
between conduits shall be 6 inches.
7. All exposed corners shall be chamfered '/<in. unless noted otherwise.
8. Structural steel shapes, tubes and pipes embedded in concrete shall
have a minimum concrete cover of 3 inches clear to earth.
9. Bottoms of all footings shall rest on firm, undisturbed soil. Minimum
depth is noted on Drawings.
10. Concrete slabs on ground shall have a minimum thickness of 6". Refer
to Drawings for more specific information.
11. Concrete slabs on ground required to have a vapor retarder by the
California Building Code shall be underlain with the following
assembly: A capillary break, consisting of a 4 -inch thick base of 1/2
inch or larger clean aggregate placed atop the sub grade, 10 mil
vapor retarder, minimum 2" granular fill placed atop the vapor
retarder. The granular fill atop the vapor retarder shall not be wet prior
to placing concrete.
03 3100 STRUCTURAL CONCRETE
1. Foundation element or condition per CBC Table 1808.8.1:
Foundations for Group R or U occupancy of light -frame construction,
two stories or less in height, assigned to Seismic Design Category D, E,
or F (2500psi).
Foundations or other structures assigned to Seismic Design Category
D, E or F (3000psi). Structural design is based on a compressive
strength of 2500 psi.
2. The minimum 28 day compressive strength of concrete shall be:
Foundations/pad footings 3000 PSI
Slabs on grade 3000 PSI
Walls and columns 3000 PSI
2. Concrete proportions shall be determined in accordance with the
provisions of ACI 318, Section 5.2.
3. Concrete contractor shall submit a concrete mix design for concrete
slabs on ground (prepared by the concrete supplier) to the Architect
for review and approval prior to placing concrete. The mix design
shall employ the use of optimal aggregate size to reduce the
water/cement ratio.
4. Portland cement shall conform to ASTM C150.
5. Concrete aggregates shall conform to ASTM C33 for normal weight
concrete.
6. Nominal maximum size of coarse aggregate shall not be larger than:
a. 1/5 the narrowest dimension between sides of forms, nor;
b. 1/3 the depth of slabs, nor;
C. 3/4 the minimum clear spacing between individual
reinforcing bars or wires.
7. Water used in mixing concrete shall conform to ASTM C1602.
8. Admixtures used to increase the workability of the concrete shall not
be considered to reduce the specified minimum cement content.
9. Ready mix concrete shall be mixed and delivered in accordance with
ASTM C-94.
05 00 00 STRUCTURAL STEEL NOTES
1. Materials and workmanship shall conform to the latest edition of the
"Specification for the Design, Fabrication and Erection of Structural
Steel for Buildings" published by the American Institute of Steel
Construction (AISC).
2. Unless otherwise noted, machine bolts and anchor bolts shall conform
to ASTM F1554, Grade 36. Hex nuts shall conform to ASTM A563A,
Grade A. All threaded rods shall conform to ASTM A36, typical unless
otherwise noted.
3. Miscellaneous metal components not noted shall conform to ASTM
A36. /9 !
PERMIT#
BUTTE COUNTY DEVELOPMENT SERVICES v �1 11 C
REVIEWED FOR WED
CODE COMPLIANCE FOR CODE COMPLIANCE
DAM! t- k r A -t BY �
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REVISION DATE: 08-01-16
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PLAN CHECK I
Plot Date: 10/24/2016
REVIEWED i Date: 10-2016
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MINIMUM BAR LAPS FOR REINFORCED STEEL
CONCRETE STRENGTH: 3000 PSI OR LESS
(STAGGER SPLICES)
SIZE
LAP LENGTH
SIZE
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SIZE
'LAP LENGTH
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NOTE:
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-
S-2.2 REV: 04-26-11 CONCRETE -001_B SCALE: 1-1/2" = I' -O"
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Revisions:
Date: 6-2016
Drawn: F.G.
Job no.: IS -051
REVISION DATE: 08-01-16
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REVISION DATE: 08-01-16
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ELEGTRIGAL SYMBOLS
15 OR 20 AMP 125V DUPLEX RECEPTACLE ® +18" UNO
15 OR 20 AMP 125\1 5FIC DUPLEX RECEPTACLE ® +18" UNO
SPECIAL OUTLET - SEE PLANS FOR SPEGIFICTION
S 51NSLE POLE TO66LE SWITCH, ® +46" UNO
52 DOUBLE POLE TO66LE 5WITGH, ® +46" UNO
O JUNCTION BOX, 517E t TYPE A5 INDICATED OR REQUIRED
0/ DISCONNECT 5WITGH
® PANEL.BOARD, MOUNTED AS NOTED ON PANEL SCHEDULE
O FIXTURE TYPE
0 FLUORESCENT OR LED LIGHT FIXTURE - SURFACE OR PENDANT MOUNTED
LI6HT FIXTURE - WALL MOUNTED
® EXIT LIGHT - GEILIN6 OR WALL MOUNTED
EMER5SENGY/EXIT LIGHT WITH BATTERY BACK UP SIDE -MOUNT LAMP HEADS
GU MECHANICAL EQUIPMENT DESIGNATION / MOTOR
'rVC" CONDUIT RUN CONGEALED BELOW FLOOR OR FIN15HW GRADE
"EMT" CONDUIT RUN ON KAL.L OR CEILING
HOMERUN TO RESPECTIVE PANEL OR TERMINAL CABINET - "PVC" UNDERGROUND
HOMERUN TO RESPECTIVE PANEL OR TERMINAL CABINET - "EMT" OVERHEAD
,\� DENOTES # OF WIRES. NO MARKS = 2 #12, I/2"G; CURVED HATCH DENOTES
A'1\1 GROUND WIRE. WIRE 517E INDICATED WHEN OTHER THAN #12.
eDETAIL DE516NATION: TOP NUMBER INDICATES DETAIL, BOTTOM
LETTERUI MEER INDICATES SHEET
IG 150LATED GROUND
NL NIGHT LIGHT - UNSWITCHED FIXTURE
WP WEATHERPROOF
NIT EMPTY CONDUIT WITH PULLSTRING
(Fa EXISTING
NIE5 NOT IN ELECTRICAL SECTION OF THESE PLANS t SPECS
UNO UNLESS NOTED OTHERWISE
(E) Panel - H
MOUNTING: Surface Mount Nema 3R TYPE Cutler Hammer Panel Board 200 amp 277/480 volt 3 phase 4 w ire Main Breaker
Cir.#
Description
BRKR.
POLE
A
B
C
A
B
C
BRKR.
POLE
Description
Cir.#
1
Warehouse Lighting
20
1
3324
70W LED
15+1 -Surface
3324
Lithonia
AFNDBEXT
20
1
Warehouse Lighting
2
3
Warehouse Lighting
20
1
I m.voItI
3324
1 9'+/ -Surface
3324
z
Q
20
1
Warehouse Lighting
4
5
Exterior wall pack lighting
20
1
COMPLIANCE AITH SEG. 110.26 TO BE PROVIDED
Of Sheets
1662
I
1939
30
3
(N) High Speed Door
6
7
(N) Warehouse Lighting
20
1
997
1
1939
18001
9001
20
1
8
9
9
(N)Battery Charger
30
2
1260
I
1939
1
I
1
I
10
11
10
11
SERVICE EQUIPMENT.
125/3
1260
12
13
12
13
14
15
14
15
PANELBOARD5 SUPPLIED BY A FEEDER INGROUND
16
17
16
17
OTHER THAN ONE OR TWO FAMILY DWELLINGS
BUSS
18
19
18
19
SHALL BE MARKED TO INDICATE THE DEVICE
_
I 1/2"0
20
21
20
21
OR EQUIPMENT WHERE THE POWER SUPPLY
3-#2
1
1
1
22
23
22
23
NSTALILED FOR
ORIGINATES.
I -#b
GRD
24
25
24
25
1-#4 GRD
FUTURE DEVELOPMENT
900
60
3
Transformer T
26
27
26
27
PANEL
780
28
28
29
LFUTURE J
AG
360
30
1980
1980
30
1260
4321
3324
1662
6163
6043
2299
10484
9367
3961
Panel Load: 23812 = 28 Amps
28 x125% _
(E) Panel - L
35 Am
MOUNTING: Surface Name 3R TYPE Cutler Hammer Panel Board 200 amp 120/208 volt 3 phase 4 w ire 125 amp main breaker
Cir.#
Description
BRKR.
POLE
A
B
C
A
B
C
BRKR.
POLE
Description
Cir.#
1
Bug/Fumigation Receptacle
20
1
180
70W LED
15+1 -Surface
360
Lithonia
AFNDBEXT
20
1
Convenience receptacles
2
3
(N) Parts service receptacles
20
1
I m.voItI
720
1 9'+/ -Surface
180
z
Q
20
1
Convenience receptacles
4
5
(N) Weider receptacle
50
2
COMPLIANCE AITH SEG. 110.26 TO BE PROVIDED
Of Sheets
1800
I
180
20
1
Panel receptacle
6
7
1
1
1
1
18001
9001
20
1
(N) Warehouse receptacles
8
9
(N)Battery Charger
30
2
1260
I
1
I
1
I
10
11
SPACE SPACE SPACE
SERVICE EQUIPMENT.
125/3
1260
12
13
14
15
PANELBOARD5 SUPPLIED BY A FEEDER INGROUND
16
17
OTHER THAN ONE OR TWO FAMILY DWELLINGS
BUSS
18
19
SHALL BE MARKED TO INDICATE THE DEVICE
_
I 1/2"0
20
21
OR EQUIPMENT WHERE THE POWER SUPPLY
3-#2
1
1
1
1
2"G
22
23
NSTALILED FOR
ORIGINATES.
I -#b
GRD
-#b GRD
24
25
1-#4 GRD
FUTURE DEVELOPMENT
3/0 COPPER
GROUND
TR5NF.
Il-Ell112!SKVA
26
27
PANEL
28
29
LFUTURE J
AG
30
1980
1980
3060
1260
180
180
32401 21601 3240 Panel Load: 8640 = 24 Amps
24 x125% = 30 Amps
Lighting Fixture Schedule
Type
Manuf.
Catalog Number
Description
Volt.
I Lamps
Mounting
A
Lighting System
PMOL-LED-VHO-CW-UE-OCS-PMX-,6sensor
LED High bay w/ embedded motion
m.volt
111WLED
Air Craft Cable
Suspended
B
Econolight
E-WP13LO7UCZ
LED full cutoff wall pack
m.volt
70W LED
15+1 -Surface
C
Lithonia
AFNDBEXT
Exterior emergency egress light
m.volt
included
9'+/ -Surface
D
Lithonia
LHQMLED3GM6
I Illuminated emergency exit light
I m.voItI
included
1 9'+/ -Surface
rkJm Uuut UUMPLIANCE
PERMITt�i�I�-�"TE
NOV ' OOti BUTCOUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CODE COMPLIANCE
F-LEGTRI GAL PLAN - NEW BUILDING INTERWEST DATE
Ct7NS111 71Ntr_ ronr in
SCALE = 1/5" = PO"
--' r-- - -
it i
F I q Ir
REVISIONS
A
PLAN CHECK
I q/2 f/I6
MT
(E) ETER 5Y41TCHBOARD "MSB" NEMA 3R UNDERGROUND PULL 5EGTION
_
EY NOTES
V z
_
_ _
P
lu
500A 480\/ 3PH 4W BU55 nice w"
7J-1
0
Mug
V
O
v
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COMPLIANCE AITH SEG. 110.26 TO BE PROVIDED
Of Sheets
I
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150/3 115/3
200/3
200/3 400/3 100/3
FOR POSTING MAXIMUM ARG -FAULT CURRENT AT
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SERVICE EQUIPMENT.
125/3
2. SOURCE OF SUPPLY. ALL SWITCHBOARDS AND
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OTHER THAN ONE OR TWO FAMILY DWELLINGS
BUSS
SHALL BE MARKED TO INDICATE THE DEVICE
_
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STATE OF CALIFORNIA
Conditioned Floor Area:4,990SU FT
STATE OF CALIFORNIA
INDOOR LIGHTING
X NRCC-LIT-Ol-E
INDOOR LIGHTING
CEO NRCC{T t£RaAer10613
-_,-_ CALIFORNIAENERGYGOMMISSION rv.
GEC�RCCITI-OS-E(R 'sad Ofi l3) _____
CERTIFICATE OF COMPLIANCE- USER INSTRUCTIONS
- NRCC-LTIJ05))
Tailored Method Worksheets
General information
CERTIFICATE OF COMPLIANCE- USER INSTRUCTIONS
Indoor-Ughting
(Pagel
1.
Indoor Lighting
PmjeetName: ADDITION FOR MAI SIEJANE
Dale Pre ared:612912016
Residential
High -Rise❑
Conditioned Spaces
X
Protect Name ADDITION FOR MAGIE JANE
I
Phase of Construction:
❑ New Construction
--- _P
Addition
Climate Zone: 11
Conditioned Floor Area:4,990SU FT
YES NO FORM
TITLE
X NRCC-LIT-Ol-E
Certificate of Compliance: All Pages required on pians for all submittals.
X NRCC-LIT-02-E
Unconditioned Floor Area.:
X NRCC-LIT-03-E
Indoor Lighting Power Allowance
X NRCC-LIT-04-E
Tailored Method Worksheets
General information
Line Voltage Lighting Worksheets
g g g
X
NRCI-LTI-03-E- Must be submitted fare line -voltage track lighting integral current limiter, Orford supplementary
overeurrent protection panel used to energize only line -voltage track lighting, to be recognized for compliance.
1.
NRCC-LTI-01.-F. age4
Building Type:
EJ Schools
Nonresidential
b e P lie cools
Relocata Public Schools h
NRCC-LTI-01._E, page
Residential
High -Rise❑
Conditioned Spaces
X
Hotel Motel
/
Unconditioned 5 aces P
Phase of Construction:
❑ New Construction
®
Addition
❑
Alteration
Method of Compliance:
❑ Complete Building
®
Area Category
❑
Tailored
LIGHTING COMPLIANCE DOCUMENTS (select Yes for each document included)
- 1 r r theN nresid pial Manuel published the CaliforniaEner Commission.
Fardemiled instruct'ons on the use n'this and ofl Ener E idem Stnnrlords compliance roc truants refer o e 9Y
I Y ry I P Y I
1 y f! P
YES NO FORM
TITLE
X NRCC-LIT-Ol-E
Certificate of Compliance: All Pages required on pians for all submittals.
X NRCC-LIT-02-E
Lighting Controls, Certificate of Com liance and PAF Calculation, All Pages required un plains for all submittals.
Ll�h 6C P B 9 P
X NRCC-LIT-03-E
Indoor Lighting Power Allowance
X NRCC-LIT-04-E
Tailored Method Worksheets
NRCC-LT-05-E
X i
Line Voltage Lighting Worksheets
g g g
Summa of Allowed Lighting Power
N $ $
Conditioned and Unconditioned space Lighting must not be combined for compliance.
Indoor Lighting Power for Conditioned Spaces
Indoor lighting Power for Unconditioned Spaces
6.
Allowed Lighting Power
Conditioned NP,CC-LTF03-E, page 1
Watts
NRCI-LTI-01-E-Mustleesubmitted forth buildings
Watts
X
Installed Lighting
Installed Lighting
❑ Field Ins ector
999
X
NRCI-LTI-03-E- Must be submitted fare line -voltage track lighting integral current limiter, Orford supplementary
overeurrent protection panel used to energize only line -voltage track lighting, to be recognized for compliance.
1.
NRCC-LTI-01.-F. age4
+
NRCI-LTI-04-E- Must he submitted for two interlocked systems serving an auditorium, a convention center, a
conference room, a multipurpose room, or a theater to be recognized for compliance.
NRCC-LTI-01._E, page
+
X
2'
PORTABLE ONLY FOR OFFICES
+
0.
NRCI-LTI-06-E - Must be submitted for additional wattage installed in a video conferencing studio to be recognized for
compliance.
Field Inspector
NRCC-I.TL01-E,page 3
❑
All lighting controls and equipment pshall comply with the applicable requirements in 4110.9 and shall be installed in accordance with the manufacturer's
@ @
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_
Minus Lighting Control Credits
®
0
Minus Lighting Control Credits
Job
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NRCC-LFI-OI-E, page 2
®
and special effects lighting shall each be separately controlled on circuits that are 20 amps or less. When track lighting is used, general, display,
NRCC-LTI-01-E, page 2
Identify office area In whkh
ornamental, and special effects lighting shall each be separately controlled; in accordance with Section 130.0(a)4.
❑
Adjusted Installed Lighting Power
The general lighting of any enclosed area 100 square feet or larger, with a connected lighting load that exceeds 0.5 watts per square foot shall meet the
999
Adjusted Installed Lighting Power
multi-level lighting control requirements in accordance with Section 130.1(b).
®
4.
(raw S plus raw 2 minus row 3)
_
0
(row 1 minus row 3
_
®
CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance
STA OOF CALIFORNIA
INDOOR LIGHTING
CEC-NRCCiTI-m E EiMaPtd g6n3]_ _ _ __ _
CERTIFICATE OF COMPLIANCE USER INSTRUCTIONS
Indoor Lighting
PratnR Name: Anne ION FOR MAISIE JANE
June 2013
DOCUMENTATION AUTHOR'S DECLARATION STATEMENT -
1 I certify that this Certificate Df Compliance documentation is accurate and complete. }�
prumenravil Auld,. Na ne: D: ,taCr,Au!ItorFynet,[e is to
JOSH SCOTT ✓.` _W_
rsmnaoy st"im, Dace:
PACE E N GIN E E RI N G 8/29/2016
Address: CIA/ HERS ceritkoClon EnrPor&offin is applicabld..
1730 SOUTH ST NA
crylbas ip: Phone:
REDDING,CA96001 _ 530-244-0202
RESPONSIBLE PERSON'S DECLARATION STATEMENT
I rietify dm following under penalty of perjury, under the laws of the State, of California:
T information provided on this Certificate of Com liance is true and correct.
1. he p p
2. 1 am eligible under Division 3 of the Business and Professions Code to accent responsibility for the building design or system design Identitl ed on this Certificate of Compliance
(responsible designer).
3. The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of
r� ' n o Title 24 Part 1 n Raft f the California Code of Regulations
Compliance conform to the _quveme is of l e and o g
4. The building design features or system design features Identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance
documents, wovsheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application..
5. 1 will ensure that a comploted signed copy of this Certificate of Compliance shall be made available with the building permitls) issued for the building, and made available to the
enforcement agency for all applicable inspections. l understand that a completed signed copy of this Certificate of Compliance is required to be induced with the documentation the
builder provides to the building owner at occupancy.
Reapontb'i, Drogner drama: R opurI DiAiA rSianatkil /
CHRIS ABRAHAMSEN !,+r^'"'7"-
Company' Dare sse:ec'
PACE ENGINEERING ____ 8/29/2016
Adders hermse.
1730 SOUTH ST E012726 --_
OglaYate1,1, Niece:
REDOING CA 96001 -_ 530-244-0202
CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance
NRCC-LTC01-E
B/29/2016
5.
Compiles ONLY if Installed s Allowed
Complies ONLY if Installed s Allowed
E
6.
Allowed Lighting Power
Conditioned NP,CC-LTF03-E, page 1
4,990 Allowed lighting Power
Unconditioned NRCC-LTI-03-E, page 1
NRCI-LTI-01-E-Mustleesubmitted forth buildings
Declaration of Required Installation Certificates -Declare by selecting yes for all Installation Certificates that wilt be submitted. (Retain copies and verify forms are
completed and signed.)
YES
NO
Form/Title
❑ Field Inspector
X
❑ Field Inspector
NRCI-LTI-01-E-Mustleesubmitted forth buildings
❑ Fieldinspector
X
Efficiency Regulations in accordance with Section 110.9.
NRCI-LTI-02-E-Must ben bre tzed fora lighting controls stem or for an Energy Management Control System EMCS),
to be compliance.
recognized for
g
❑ Field Ins ector
Lighting shall be controlled by a lighting control a system or energy management control system in accordance with §110.9. An Installation Certificate
X
NRCI-LTI-03-E- Must be submitted fare line -voltage track lighting integral current limiter, Orford supplementary
overeurrent protection panel used to energize only line -voltage track lighting, to be recognized for compliance.
❑ Field Inspector
❑
X
NRCI-LTI-04-E- Must he submitted for two interlocked systems serving an auditorium, a convention center, a
conference room, a multipurpose room, or a theater to be recognized for compliance.
❑ Field Inspector
F
X
NRCI-LTI-o5-E - Must be submitted for a Power Adjustment Factor (PAF) to be recognized for compliance.
❑ Field Inspector
Track Lighting SupplementaryOvercurrent Protection Panel shall beinstalled ma accordance with Section 110.9 and Section 130.3. Additionally, an
X
NRCI-LTI-06-E - Must be submitted for additional wattage installed in a video conferencing studio to be recognized for
compliance.
Field Inspector
Declaration of Required Certificates of Acceptance- Declare by checking all of the Certificates of Acceptance that will be. submitted. (Retain copies and verify forms are
completed and signed.)
YES NO Form/Title
CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance June 2013
STATE OF CAI IFORNIA -
INDOOR LIGHTING - LIGHTING CONTROLS
GIA ENERGY COMMISSION ISO,1
CENRCC L'1109E Ravised 06.13 ALIFORN
X NRCA-LTI-02-E-Must besubmitted for occupancy sensors and alttomatic time switch controls.
❑ Field Inspector
X NRCI I -03-E - Must be submitted for automatic daylight controls..
❑ Field Inspector
X NRCA-LTI-04-E- Must be submitted for demand responsive lighting controls.
❑ Field Inspector
A. Mandomry Lighting Control Declaration Statements
Indicate if the measure applies:
CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance June 2013
STATE OF CAI IFORNIA -
INDOOR LIGHTING - LIGHTING CONTROLS
GIA ENERGY COMMISSION ISO,1
CENRCC L'1109E Ravised 06.13 ALIFORN
CERTIFICATE OF COMPLIANCE
NRCC-LTI-02-E�
Indoor Lighting - Lighting Controls
(Page 1 of 5)
Project Name: ADDITION FOR MAISIE JANE 77FMe Prepared: 8/29/2016
Accountable
The NRCC-LTI-02-E shall be used to document all mandatory and prescriptive lighting controls that are applicable to the project.
Efficiency Regulations in accordance with Section 110.9.
A. Mandomry Lighting Control Declaration Statements
Indicate if the measure applies:
YES
NO
Control Requirements
®
❑
Lighting shall be controlled by self-contained lighting control devices which are certified to the Energy Commission according to the Title 20 Appliance
Accountable
Office Location
Efficiency Regulations in accordance with Section 110.9.
❑
®
Lighting shall be controlled by a lighting control a system or energy management control system in accordance with §110.9. An Installation Certificate
AREA(fe)
Field
inspector
shall be submitted in accordance with Section 130.4(6).
❑
®
One or more Track Lighting Integral Current Limiters shall be installed which have been certified to the Energy Commission in accordance with §110.9 and
E
F
1 0.0. An Installation Additionally, an Installation Certificate shall be submitted in accordance with Section 130.4 b .
43 y, ( )
❑
®A
Track Lighting SupplementaryOvercurrent Protection Panel shall beinstalled ma accordance with Section 110.9 and Section 130.3. Additionally, an
-
�
OMe Signed:
Installation Certificate shall be installed In accordance with Section 130,4(b),
®
❑
All lighting controls and equipment pshall comply with the applicable requirements in 4110.9 and shall be installed in accordance with the manufacturer's
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instructions in accordance with Section 130.1..
®
❑
All luminaires shall be functionally controlled with manually switched ON and OFF lighting controls in accordance with Section 130.1(a).
Job
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General lighting shall be separately controlled from all other lighting systems in an area. Floor and wall display, window display, case display, ornamental,
❑
®
and special effects lighting shall each be separately controlled on circuits that are 20 amps or less. When track lighting is used, general, display,
D
Identify office area In whkh
ornamental, and special effects lighting shall each be separately controlled; in accordance with Section 130.0(a)4.
❑
®
The general lighting of any enclosed area 100 square feet or larger, with a connected lighting load that exceeds 0.5 watts per square foot shall meet the
3, 3
luminaire
multi-level lighting control requirements in accordance with Section 130.1(b).
®
❑
All installed indoor lighting shall be equipped with controls that meet the applicable Shut -OFF control requirements In Section 130.1fc).
❑
0
Lighting in all Daylit Zones shall be controlled in accordance with the requirements in Section 130. L(d) and daylit zones are shown on the plans.
E]
®
Lighting power in buildings larger than 10,000 square feet shall be capable of being automatically reduced in response to a Demand Responsive Signal in
watts in this
_
accordance with Section 130.1().
June 2013 Registration Number. Registration Ders" ime: HERS Provider:
CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance
S fATE OF CALIFORNIA
INDOOR LIGHTING POWER ALLOWANCE
CEC NILCQ LI 10I private Cara CALIFORNIA EI
CERTIFICATE OF COMPLIANCE
Cernflcate of Compliance- Indoor Lighting Power Allowance
Project Draw. ADMON FOR MI JANE Date Prepared: 8/29/2016
STATE OF CALIFORNIA
INDOOR LIGHTING Lz
CEG4RCCirIa1F Ralned rlbn Ef_ CALIFORNIAENER?CY(OMMI SIGN ..
CERTIFICATE OF COMPLIANCE - USER INSTRUCTIONS NRCC-LTI-01-E
Indoor Lighting (Page 3 of 5)
Pur Name: ADDITION FOR MAISIE JANE Dale Prepared; 8/29/2016
1 u
Aseparate Lighting Schedule Must Be Filled Out for Conditioned and Unconditioned Spaces. Installed Lighting Power Listed on this Lighting Schedule is Only Fon
CONDITIONED SPACE Q UNCONDITIONED SPACE
A. INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST
❑The decoaIindoor ightingpower listeon this pageand on the next page includes all installed permanent and planned portable lighting systems.
❑ When complete Building Method is used for compliance, list each different type of luminaire on separate lines.
®When Area CategoryMeth d or Tailored Method is for compliance, list each different
tYPa of luminaire by each different function area on separate lines.
Also include track lighting in schedule and submit the track lighting compliance form LTG -SC when line -voltage track lighting is installed.
B.I nstalled Portable Luminaires in Offices- Exception to Section 140.6 a
p IJ
u portable luminaires in offices As defined in 100.1. All other planned portable luminaires shall be documented on next age of
This section shall be fiiledo out for ab min es 4
❑ P ( ) P P page
this compliance form.
This section is used to determine if greater than 0.3 watts of portable lighting is planned for an office.
❑ K P B B P Y
❑ Fill out a separate line for each different office. Small offices that are typical (having the same general and portable fighting) may be grouped together. This allowance
shall not be traded between offices having different lighting systems.
Office Portable Luminaire
Office Installed Portable luminaire Watts Per Square
Accountable
Office Location
F
Schedule
Foot
Watts
AREA(fe)
Field
inspector
A
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Standards Complying With'
Installed
Address: -
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Lighting Control Schedule
(✓all that aPPIY, or enter'E' if Exempted)
w' °-
530-244-0202
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watts
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Complete Luminaire Descri tion
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luminaire
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per
enter zero;
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these portable Inminalres
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Watts er
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9
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❑I
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Enter sum total of all pages into
Enter sum total of all pages into
Total installed portable luminaire watts that are greater than 0.3 watts per square foot per office:
N RCC-LTI-01-E; Page 2
NRCC- LTI-01-E; Page 2
CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance
STATE OF CALIFORNIA
INDOOR LIGHTING - LIGHTING CONTROLS
CS, Pop in.eae IRa�rpaa oars
CERTIFICATE OF COMPLIANCE
STATE OF CALIFORNIA
INDOOR LIGHTING
CECaHRCC.1.1'-0'-E(Rev'sed0 CALIFORNIA kNERGY CO"d'JISSIO A tn•. c'
CERTIFICATE OF COMPLIANCE- USER INSTRUCTIONS NRCC-LTI-01-E
Indoor Lighting (Page 4 of 5)
Pro Date Prearech 8 ect Name: ADDITION FOR MAISIE JANE P /29 /
2016
1
A separate Lighting Schedule Must Be Filled Out for Conditioned and Unconditioned Spaces. Installed Lighting Power Listed on this Lighting Schedule is Only For
® CONDITIONED SPACE ❑ UNCONDITIONED SPACE
C. INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST -
Luminaire Schedule
Installed Watts
s
Location
Fieldmserror r
P
A
B
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D
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(Page 3 of 5)
AREA(fe)
ALLOWED
WATTS
.4,990
How wattage was
Date Prepared: 9/29/2016
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Standards Complying With'
8/29/2016
Address: -
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(✓all that aPPIY, or enter'E' if Exempted)
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INSTALLED WATTS PAGE TOTAL:
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Enter sum total of all pages into
n 17171
N RCC-LTI-01-E; Page 2
A separate document must be filled out for Conditioned and Unconditioned Spaces. This page is used only for the following:
® CONDITIONEDSPACES ❑ UNCONDITIONED SPACES
MANDATORY AND PRESCRIPTIVE INDOOR LIGHTING CONTROL SCHEDULE, PAF CALCULATION, and FIELD INSPECTION CHECKLIST
CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance
Before an occupancy permit is granted for a newly constructed building or area, or anew lighting system serving a building, area, or site is operated for.
June 2013
9
OMMISSION '
CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance
S'rA'I'E OF CALIFORNIA
INDOOR LIGHTING - LIGHTING CONTROLS
CECNRGC.LTI-a2-E encedried 9N13
June 2013
S
CALIFORNIA ENERGY COMMISSION yd
NRCC-1-TI-021
CEO FIRCC-Lu 03-E PRIAER,106113
CERTIFICATE OF COMPLIANCE
NRCC-LTI-02-E
(Page 2 of 5)
controls, and demand responsive controls.
Indoor Lighting- Lighting Controls
(Page 3 of 5)
AREA(fe)
ALLOWED
WATTS
.4,990
Protect Name: ADDITION FOR MAISIE JANE
Date Prepared: 9/29/2016
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A separate document must be filled out for Conditioned and Unconditioned Spaces. This page is used only for the following:
® CONDITIONEDSPACES ❑ UNCONDITIONED SPACES
MANDATORY AND PRESCRIPTIVE INDOOR LIGHTING CONTROL SCHEDULE, PAF CALCULATION, and FIELD INSPECTION CHECKLIST
CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance
Before an occupancy permit is granted for a newly constructed building or area, or anew lighting system serving a building, area, or site is operated for.
❑
®
normal use, indoor lighting controls serving the building,area, or site shall be certified as meeting the Acceptance Requirements for Code Compliance in
IS310N
CEO FIRCC-Lu 03-E PRIAER,106113
accordance with Section 13OAfa). The controls required to meet the Acceptance Requirements include automatic daylight controls, automatic shut -OFF
r
(Page 2 of 4)
controls, and demand responsive controls.
A separate document must be filled out for Conditioned and Unconditioned Spaces. This page is used only for the following:
® CONDITIONEDSPACES ❑ UNCONDITIONED SPACES
MANDATORY AND PRESCRIPTIVE INDOOR LIGHTING CONTROL SCHEDULE, PAF CALCULATION, and FIELD INSPECTION CHECKLIST
CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance
A separate document must be filled out for conditioned and Unconditioned Spaces. This page is used only for the following:
® CONDITIONED SPACES ❑ UNCONDITIONED SPACES
PAF Credit Calculation'
0
INDOOR LIGHTING POWER ALLOWANCE
IS310N
CEO FIRCC-Lu 03-E PRIAER,106113
NRCC- CTI -03-E
r
(Page 2 of 4)
Certificate of Cornpiiance- Indoor Lighting Power Allowance
-
Project Name ADDITION FOR MAISIE JANE
AREA(fe)
ALLOWED
WATTS
.4,990
Location in Building
Primary Function Area per Table 140.6-C
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Rzsponslblc Or,uper Sigra re:
ria
z °
m
-
�
OMe Signed:
Standards Complying With'
8/29/2016
Address: -
n o
c v
r; �
a
Lighting Control Schedule
(✓all that aPPIY, or enter'E' if Exempted)
w' °-
530-244-0202
Job
Of Chill
A
8
C
D
E
F
G
IH
I
1
K
L
M
N
O
Type/ Description of Lighting
g
Control (i.e.: occupancy sensor,
#Aa
w
is,
w
,'_
,
w
an
n
�,
Location in Building
automatic time switch,
of
o
a
ca
re
o
o
ca
in
n
a
dimmer, automatic daylight,
Units
0
Er
W
a
5
at
m
fi
=
eta
N
NEW WAREHOUSE
INTEGRAL MOTION SENSOR
9
X
E
X
E
E
E
I E
n 17171
❑
❑1
❑:
❑,,
Registration Number. Registration fattymm.
lune 2013
CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance
A separate document must be filled out for conditioned and Unconditioned Spaces. This page is used only for the following:
® CONDITIONED SPACES ❑ UNCONDITIONED SPACES
STATE OF CALIFORNIA
0
INDOOR LIGHTING POWER ALLOWANCE
IS310N
CEO FIRCC-Lu 03-E PRIAER,106113
NRCC- CTI -03-E
CERTIFICATEOF COMPLIANCE
(Page 2 of 4)
Certificate of Cornpiiance- Indoor Lighting Power Allowance
-
Project Name ADDITION FOR MAISIE JANE
.Total Watts. Enter Total Watts into section A, row 2(Above on this page)77 4,990
A
A separate document must be filled out for conditioned and Unconditioned Spaces. This page is used only for the following:
® CONDITIONED SPACES ❑ UNCONDITIONED SPACES
C-2 AREA CATEGORY METHOD GENERAL LIGHTING POWER ALLOWANCE
❑ Do not include portable lighting for offices. Portable lighting for offices shall be documented only in section B of NRCC-LTI-01-E
❑ Separately list lighting for each primary function area as defined in §100.1 of the Standards.
0
A
B
G
C
=
D
AREA CATEGORY (From
§140.6 Table 140.6-C)
WATTS
PER(ft)X
AREA(fe)
ALLOWED
WATTS
.4,990
Location in Building
Primary Function Area per Table 140.6-C
NEWWAREHOUSE
HIGH BAY -INDUSTRIAL WORK AREA
1.0
4,990
RuspnnslNe pullser Name:
Rzsponslblc Or,uper Sigra re:
CHRIS ABRAHAMSEN
7.
C"'wery:
OMe Signed:
PACE ENGINEERING_
8/29/2016
Address: -
Lill..
1730 SOUTH ST
E012726
COStoopp:
Erma:
REDDING CA 96001
530-244-0202
Job
Of Chill
Registration Number. Registration Date/Time:
CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance
HERS Provider:
June 2013
HERS Provider:
June 2013
NRCC-LTI-03-E
(Page 3 of 4)
TOTALS 4,990 4,990
Enter sum total Area Category allowed watts into section C-1 of NRCC-LTI-03-E(this compliance form) 4,990
WATTS
A separate page must he filled out for Conditioned and Unconditioned Spaces. This page m only for:
® CONDITIONED spaces ❑ UIRCONDITIONEDspaces
C-2 AREA CATEGORY METHOD Additional Lighting Wattage Allowance (from Table 140.6-C Footnotes)
A
B
C'
0
E
F
G
Primary
Function
Sq Ft or
Linear Ft`
Additional
Watts
Allowed
Wattage
Allowance
(BisQ
_-- - _-__-_
Descriptionis) and quantity of Special
Luminaire Types in each Primary Function Area
---
Total Design
Watts'
ALLOWED
WATTS
Smaller of
D0,F
1 The energy features and performance specifications,materials,components, and manufactured devices for the building design or system design identified on this Certificate of
Compliance confomt to the requirements of Title 24, Part l and Part 6 of the California Code of Regulations.
4, The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable Compliance
documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application.
5. 1 will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building perminfs) issued for the building, and made available to the
enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the
builder provides to the building owner at crcupan w
RuspnnslNe pullser Name:
Rzsponslblc Or,uper Sigra re:
CHRIS ABRAHAMSEN
7.
C"'wery:
OMe Signed:
PACE ENGINEERING_
8/29/2016
Address: -
Lill..
1730 SOUTH ST
E012726
COStoopp:
Erma:
REDDING CA 96001
530-244-0202
Job
Of Chill
TOTALS- Enter into TOTAL AREA CATEGORY METHOD ADDITIONAL ALLOWANCES -Section C-1
Registration Number: Registration Date/Time:
CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance
INSTALLED WATTS PAGE TOTAL: 999
IF MULTIPLE PAGES ARE USED, ENTER SUM TOTAL OF ALL PAGES HERE:
1.§130.1(a)=Manual area controls;§330.0fb)=Multi Level, §130.1(cj=Auto Shut -Off, §130.1fd)=14andatary Daylight,§130.1fe)=Demand Responsive; §140.6(d)=
Additional lighting controls installed to earn a PAF, §140.6/d) = Prescriptive Secondary Sidelit Daylight Controls.
2. Check Table 140.6-A for correct Factor. PAFs sholl not be traded between Conditioned and unconditioned spaces. As o condition to earn a AAF, on Installation Certificate is
also required to be filled out, signed, and submitted.
DOCUMENTATION AVTHOR'S DECLARATION STATEMENT -
L Icerti ffiatthrs CanHiceto of Com liance documentation is accurate and complete.
0-11atbnfutntleame: oocumemaeonlrul-agoam,e t
JOSH SCOTT aad">y't
simwnr.
PACE ENGINEERING 9/29/2016
CEA! HERS Cer[fwron ldent4¢at n n Amble:
Address: A 1 n. I
17 SOUTH ST N/A
30
ewittpteia�p: Pnnde:
REDDING,CA96001 530_-2_44,0202
RESPONSIBLE PERSON'S DECLARATION STATEMENT
I certify the following under penalty of perjury, under the laws of the State of California:
1. The Information provided on this Certificate of Complia nce is true and correct.
2. 1 am eligible under Division 3 of the Business and Pro Fess'ions Code to accept responsibility for tie building resign or system design identified on this Certificate Of Compliance
(responsible designer).
The energy features and erformances specifications, materials components, and manufactured devices for the bull din design stem design identified on this Certificate of
3 gY P P P g g Y a
Compliance conform Lathe requirements of Title 24, Part 1 and Part 6 of the Calirnrnia Code of Regulations.
4. The building design features or system design features Identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance
docort or worksheets calculations lads and specifications submitted to the enforcements enc fora cast l with this building permit lication.
n .P P agency PP gP PP
I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permitls) Issued for the building, and made aver liable to the
enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the
builder provides to the building owner at occupancy.
CHRIS blenesrgnertlamr. PflSpone 6l n :g Slgnature:� /J ,ry �,,.
CHRIS ABRAHAMSEN
ORR., --- Odie sexed:
PACE ENGINEERING___ 8/29 2016
Address': u'la :
1730 SOUTH ST E012726
issrSiI prone:
_REDDING, CA 96001 ,530244-0202'
Registration Number, Registration Date/Time:
CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance
STATE OF CALIFORNIA
INDOOR LIGHTING POWER ALLOWANCE;
CBC-NIAC LTI-0SE(Revis ed Nola
HERS Provider:
lune 2013
GALIFORNIAENERGYCOMMIS810N .
CERTIFICATE OF COMPHANCE
NRCC-LTI-03-E
Certlf¢n[e of Campllance - Indoor Lighting Power Allowance
(Page 4 of 4)
Protect Name ADDITION FOR MAISIE JANE
Cate Prepared &/2912016
--
- - ---
e linear feet o for additional allowance for white board or chalkboard. All other additional Area Category allowances shall use watts per square foot.
1. Us I ee only g y p q
2. Additional watts are available only when allowed according to the footnotes on bottom of Table 146-C, which include: Specialized task work; Ornamental lighting;.
Precision commercial and industrial work; Per linear foot of white board or chalk board; Accent display and feature lighting; and Videoconferencin Studio lighting..
P n P Y B
3. Luminaire classification and wattage shall be determined in accordance with §130.0(c) of the Standards.
DOCUMENTATION AUTHOR'S DECLARATION STATEMENT
1. I certify that this Certificate of Com ellance documentation is accurate and complete.
0-illente ali,Amlm, name: Domr�marp Avtnar SRmture.
JOSH SCOTT A
°m,p+mr--nMure lhte:
PACE ENGINEERING 8 29 2016
Ad9rcs CEA/HEM certification Identlfiat (f epllaalc)
1730500TH ST N/A
elty/slatejl¢ 'hons:
REDDING CA 96001 530-244-0202
RESPONSIBLE PERSON'S DECLARATION STATEMENT
I certify the following under penalty of perjury, under the laws of the State of Callfornla:
1. The information provided on this Certificate of Complia nce is tore and correct.
2, lam eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance
(responsible designer).
1 The energy features and performance specifications,materials,components, and manufactured devices for the building design or system design identified on this Certificate of
Compliance confomt to the requirements of Title 24, Part l and Part 6 of the California Code of Regulations.
4, The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable Compliance
documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application.
5. 1 will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building perminfs) issued for the building, and made available to the
enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the
builder provides to the building owner at crcupan w
RuspnnslNe pullser Name:
Rzsponslblc Or,uper Sigra re:
CHRIS ABRAHAMSEN
7.
C"'wery:
OMe Signed:
PACE ENGINEERING_
8/29/2016
Address: -
Lill..
1730 SOUTH ST
E012726
COStoopp:
Erma:
REDDING CA 96001
530-244-0202
HERS Provider: Registration Number: Registration Date/Timm.
June 2013 CA Building Energy Efficiency Standards- 2013 Nonree(ssi�idential Compliance
PERMIT #V-*- ^7r
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CODE COMPLIANCE
DATE � BY
HERS Provider:
June 2013
REVIEW -
FOR CODE COMPLIANCE
NOV 10 2016
INTERVVEST
CONSULTING GROUP
RZtII
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Job
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--. - T-�_ _..1 I I I�f 1 1 f -1-T I FF 1- -
I Tu
i I I III VIII �'I�
STATE OF CALIFORNIA
OUTDOOR LIGHTING
CEC-NRCCLTO-0t£ (Revised 06113)
CALIFORNIA ENERGY COMMISSION °
CERTIFICATE OF COMPLIANCE NRCC-LTO-OS-E
Outdoor Lighting (Page 1 of 3)
Pmlect Name: ADDITION FOR MAISIE JANE Date Prepared: 3/29120,16
Project Address:T"al Illuminated Hardscape Area
3764 HEGAN LN, CHICO CA 95928 18,500 SO ET
General Information
Phase of Construction: ❑ New Construction E Addition ❑ Alteration
Outdoor lighting Zone ❑OLZ-1 EOLZ-2 EI OLZ-3 0OLZ-4
(OLZ) The OLZ is: ® Default in accordance with 10-114, or ❑ Amended by the AHJ
DOCUMENTATION AUTHOR'S DECLARATION STATEMENT
1. 1 certify that this Certificate of Compliance documentation is accurate and complete
nnwment#nn AAho, Name: DacumenefibnA tb Slpataure
JOSH SCOTT
enmparm Sllesmoe Date'.
PACE ENGINEERING 8/29/2016
Adores (EA{ HERS CouffiratRu, Identification (if applcabla.
1730 SOUTH ST N/A ,
Cit {Stat P
ZI : Phone:
BEDDING CA 96001 530-244-0202
RESPONSIBLE PERSON'S DECLARATION STATEMENT
!certify the following under penaltyof perjury, ry.0nder the laws of the State of California:
1. The information provided on this Certificate of Compliance is true and correct.
2. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system
design identified on this Certificate of Compliance (responsible designer).
3. The energy featu res a Ad performance specifications, materiaIs, core porests, and manufactured devices for the building design or
system design identified on this Certificate of Compliance conform to the requirements of title 24, Part 1 and Part 6 of the California
Code of Regulations.
4. The building design features or system design features identified on this Certificate of Compliance a re consistent with the information
Provided on other applicable compliance documents worksheets, calculations, plans andspecifications submitted to the enforcement
agency for approval with this building permit application,
5. I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building periods) issued for
the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of
this Certificate of Compliance is required to be Included with the documentation the builder provides to the building owner at
Resp h: De.g er Nome: Relp.111W re,11,111 51neture
CHRISABRAHAMSEN <�
issrpsr, o i ss h
PACE ENGINEERING 8/29/2016
Jet"r LI
1730 SOUTH ST E012726
aiwsatenip: phone:
REDDING,CA 96001 530-244-0202
LIGHTING COMPLIANCE DOCUMENTS (check boxfor each document included)
For detailed instructions on the use of thus and all Energy Efficiency Standards compliance documents, refer to the Nonresidential
Manual published by the California Energy Commission,
® NRCC-LTORE-E Certificate of Compliance
® NRCC-LTO-02-E Outdoor Lighting Controls Certificate of Compliance
fJ NRCC-LTO-03-E Outdoor Lighting Power Allowance Certificate of Compliance
CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance
STATE OF CALIFORNIA
OUTDOOR LIGHTING CONTROLS
CERTIFICATE OF COMPLIANCE _ , - _ _ ----- - _ _ _ NRCC LTO 01.E
Outdoor Lighting (Page 3 of 3)
WojecCName:ADpInON mR MAISIE IANE Date Prepared 8/29/2016
A. OUTDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST
Luminaire Schedule
Installed Watts
Location
Cutoff
Field
Inspecto
A
B
C
D
E
F
G
H
i
Name or
Joan Tag
Complete Luminaire Description
3
g �,
a
How wattage was
determined
3
-' B
_
R j '_
-
is=
g
Primary Function area in which
these luminaires are installed
in
n
w
" is
_
q, (r„
3 0 es F
Y es
B
LED EXTERIOR WALL PACK
70
❑®
3
210
BUILDING LIGHTING
CHRIS ABRAHAMSEN --'.....-'---- -"--"
: ❑ , .❑,
PACE ENGINEERING 8/29/2016 - -_
_
Address Li R -c
1730 SOUTH ST E012726
11 El
530-244-0202
Of
motion sensor, photocontrol, outdoor
9w
,�-
❑ ❑
use
i ❑ :Ell,
Location and Application of
astronomical time -switch control,
❑ ❑
o 0
E, P
v,
ca
ca
❑ ❑.t
v
El
r0
n
-
centrallzed time -based zone lighting
Units
`w
n
`n
❑
El ' G
V
ti
hElE
❑ElL)❑
ar
TYPE BLIGHTING
CONTROL PANEL
1
E X
X
E
E
E
❑
❑;;
❑ . ❑❑
❑
IEl"
❑ LOT -
•.,
❑ ❑
i Cl .. i�
❑ ❑
I Q ,f]
❑
❑`
El
_
_-
- -
D El
❑:,
EE
D
INSTALLED WATTS PAGE TOTAL:
210
Enter sum total of a 11 pages into NRCC-LTO-
01-E; Page 2
CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance
June 2013
STATE OF CALIFORNIA
D-rial to _ AW.' came:
OUTDOOR LIGHTING CONTROLS
JOSH SCOTT
CECOI LTO 02 ElRe4s A Callan_ _ _--------- - - ------
CAu_FORnIIn_ENeacvcornwlssloN •_
slgnawreoara
CERTIFICATE OF COMPLIANCE
NRCC-LTO ObE
_
Address: ""
Outdoor Lighting Controls
(Page 3 of 3)
DOCUMENTATION AUTHOR'S DECLARATION STATEMENT
1, i certify that this Certificate of Com liance documentation is accurate
and complete.
D-rial to _ AW.' came:
br, m ....on.. iher S gne Y,
JOSH SCOTT
Lighting Power Allowed for Specific Application for Ornamental -NRCC-LTO-02-E + -
CPmpaen
slgnawreoara
PACE ENGINEERING _ _ _
_g/2912016 __ -"""_"__"_
_
Address: ""
CE4r HERS Certification ltl Ifl [on if apPllcbl 1:
1730 SOUTH ST
"Phone
'unmaA.am:
a
REDDING CA 96001
530-244-0202
RESPONSIBLE PERSON'S DECLARATION STATEMENT
Icertify the following under peva try of perjury, under the laws of the State ofCalifornia:
1. The information provided on this Certificate of Compliance is true and correct.
2. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance
(responsible designer).
3. The energy features and performancespecifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of
Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations.
4. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance
documents, worksheets,calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application.
5. 1 will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permits) issued for the building, and made available to the
enforcement agency for all applicable inspections. I understand that a completed signed copy of this CertFficate of Compliance Is required to be Included with the documentation the
builder provides to the building owner at occupancy.
Responilble Dezigner Hare Re<pnrei41e Ce5igner Signa[ure:� // /}ry f�
CHRIS ABRAHAMSEN --'.....-'---- -"--"
Dote sarrea:
PACE ENGINEERING 8/29/2016 - -_
_
Address Li R -c
1730 SOUTH ST E012726
CLLy/trate@P PM1
530-244-0202
CA B-,lding Energy Efficiency Standards - 2013 Nonresidential Compliance
June 2013
CEC-ORCC-LTO 02£ Revised 06!131
CERTIFICATE OF COMPLIANCE
Outdoor Lighting Controls
STATE OP CALIFORNIA
OUTDOOR LIGHTING
CCC-NRCC4_TO-01£ (RAI 06113)
CALIFORNIA ENERGY COMMISSION 0
CERTIFICATE OF COMPLIANCE NRCC-LTO-01-
Outdoor Lighting (Page 2 of 3)
Project Name: ADDRION FOR MAISIE JANE Date Prepared: 8/29/2016
Summary of Allowed Outdoor Lighting Power watts
1.
Lighting Power Allowed for General Hardscape- NRCGLTOI + 1,680
2.
Lighting Power Allowed for Specific Application per Unit Length -NRCC-LTO-02-E + -
3,
Lighting Power Allowed for Specific Application for Ornamental -NRCC-LTO-02-E + -
4.
Lighting Power Allowed for Specific Application per Square root -NRCC-LTO-02-E + -
5,
Sum Total of ALLOWED Outdoor Lighting Power = 1,680
Outdoor Lighting Controls
Complies ONLY if Installed a Allowed
6,
INSTALLED Outdoor lighting from NRCC-LTI-01-E, page 4 210
Declaration of Required Installation Certificates- Declare by checking all Installation Certificates that will
be submitted. (Retain copies and verify forms are completed and signed.)
❑ NRCI-LTO-01-E- Must be submitted for all buildings _Tff
Field Inspector
® NRCI-LTO-02-E - Must be submitted for a lighting controls stem or for an
El Inspector
Energy Management Control System (EMCs), to be recognized for compliance.
CC -I TO -02-E fRai sed 001131
EC -NRC
Declaration of Required Certificates of Acceptance -Declare by checking all of the Certificates of
Acceptance that will be submitted. (Retain copies and verify forms are completed and signed.)
® NRCA-LTO-02-E - Must be submitted for outdoor lighting controls. I ❑ Field Inspector
Schedule of luminaires exempt from the outdoor lighting power requirements in §140.7
Name or Symbol I Description of exempt luminaire in accordance with the exemptions
I Schedule of luminaires exempt from the cutoff requirements in §130.2(b)
Name or Svmbol I Description of exempt luminaire in accordance with the exemptions
� Schedule of luminaires exempt from the outdoor fighting control requirements in §130.2(c)
(Name or Symh01 1 DESCHphonofexemptIuEDinaireinaccord aDOE wit ITtheexeonDOons
June 2013 CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance
lune 2013
2. Additional Specific "use it or lose it" Lighting Power Allowances listed in each of these cells shall be identical to total allowed
STATE OF CALIFORNIA
INot
OUTDOOR LIGHTING CONTROLS
CALIFORNIA ENFROYCOMAIISSION "
CC -I TO -02-E fRai sed 001131
EC -NRC
NRCC-LTO-02-E
CERTIFICATE OF COMPLIANCE
(Page 1 of 3)
Outdoor Lighting Controls
Mandatory Outdoor lighting Control Declaration Statements
Check all that apply:
E Lighting shall be controlled by self-contained lighting control devices which are certified to the Energy Commission according to the Title 20 Appliance
Efficiency Regulations in accordance with §110.9.
❑ Lighting shall be controlled by a lighting control a system or energy management control system in accordance with §110.9. An Installation Certificate
shall be submitted in accordance with §130.4(6).
E All lighting controls and equipment shall comply with the applicable requirements in §110.9 and shall be installed in accordance with the manufacturer's
instructions in accordance with§130.1
❑ Part -Night Outdoor Lighting Controls, as defined in Section 100.1, shall meet the requirements in Section 110.9(6)5
❑ All outdoor incandescent luminaires rated over 100 watts, determined in accordance with Section 130.0(c),.shalt be controlled by a motion sensor.
❑ All outdoor luminaires rated for use with lamps greater than 150 lamp watts, determined in accordance with Section 130.0(c), shall comply with
Backlight, Uptight, and Glare (collectively referred to as "BUG") in accordance with Section 130.2(b)
E All installed outdoor lighting shall be controlled by a photocontrol or outdoor astronomical time -switch control in accordance with Section 130.2(c)1
® All installed outdoor fighting shall be circuited and independently controlled from other electrical loads by an automatic scheduling control in
accordance with Section 130.2(c)2
❑ All installed outdoor lighting, where the bottom of the tuminaire is mounted 24 feet or less above the ground, shall be controlled with automatic
lighting controls in accordance with Section 130.2(c)3
❑ For Outdoor Sales Frontage, Outdoor Sales Lots, and Outdoor Sales Canopies lighting, an automatic lighting control in accordance with Section
130.2(c)4
❑ For Building Facade, Ornamental Hardscape and Outdoor Dining lighting, an automatic lighting control in accordance with Section 130.2(c)S
❑ Before an occupancy permit is granted for a newly constructed building or area, ora new lighting system serving a building, area, or site is operated for
normal use, indoor lighting controls serving the building,area, or site shall be certified as meeting the Acceptance Requirements for Code Compliance in
accordance with §130.4.(a). Outdoor lighting controls shall comply with the applicable requirements of Section 130.2(c) and Reference Nonresidential
Appendix NA7.8
CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance
STATE OF CALIFORNIA
OUTDOOR LIGHTING POWER ALLOWANCES
CEC_NRCCLT003-EFEaead06a3_-___ ___________
CERTIFICATE OF COMPLIANCE
Outdoor Lighting Power Allowances
NRCC-LTO-02-E
MANDATORY OUTDOOR LIGHTING CONTROL SCHEDULE and FIELD INSPECTION CHECKLIST
CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance
2. Additional Specific "use it or lose it" Lighting Power Allowances listed in each of these cells shall be identical to total allowed
ti t
INot
OUTDOOR LIGHTING POWER ALLOWANCES
MMISSION
IS _,
NRCC LTO -03 E
Outdoor Lighting Control Schedule
Standards Complying With
z D
m
a
337.5
all that apply, or enter'E' if Exempted)
c: v
a
f
16
16
-
A
B
C
D E
F
G
H
I
N
O
Type/ Description of Lighting Control (i.e.
Dab Ob/2111106
.100!9 SFIOYIMI
DIOM11 CWJS
J
Bowe
E25
Of
motion sensor, photocontrol, outdoor
9w
,�-
save
use
Location and Application of
astronomical time -switch control,
of
o 0
E, P
v,
ca
ca
as
v
Lumina¢es being controlled
n
-
centrallzed time -based zone lighting
Units
`w
n
`n
control)
V
ti
ar
TYPE BLIGHTING
CONTROL PANEL
1
E X
X
E
E
E
❑
❑;;
❑
IEl"
❑
❑
❑`
_
_-
- -
-. ❑
❑:,
❑
❑
❑
❑.
❑
❑=
❑d!
June 2013
CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance
2. Additional Specific "use it or lose it" Lighting Power Allowances listed in each of these cells shall be identical to total allowed
STATE OF CALIFORNIA
INot
OUTDOOR LIGHTING POWER ALLOWANCES
MMISSION
CEONRCC-130-03£faivieelffill
NRCC LTO -03 E
LWA
(Dx E)
TWA
(Watts) C+F+G
I CERTIFICATE OF COMPLIANCE
A. OUTDOOR LIGHTING POWER ALLOWANCE SUMMARY
1. General Hardscape Lighting Power Allowance(Sitetotal from Section B of NRCC-LTO-03-E) 1,680
2. Additional Specific "use it or lose it" Lighting Power Allowances listed in each of these cells shall be identical to total allowed
watts determined in Section Gl to 17-4 of NRCC-LTI-04-E.
PERAPPLICANON SALES FRON I AGE ORNAMENTAL LIGII rINO PERSPFCIFlCAREA
from Section C-1 from Section C-2 from Section C-3 from Section C-4.
3. Total Allowed Outdoor Lighting Wattage (add rows 1 and 2)
1,680
B. GENERAL HARDSCAPE LIGHTING POWER ALLOWANCE FROM TABLE 140.7-A
Area Wattage Allowance (AWAi Linear Wattage Allowance EWA
Initial Wattage Allowance Total General Hardscape
(TWA) Lighting Allowance
A B
C D E
F
G H
Illuminated AWA per
Hardscape Area SquarepDot
me
Parlter Lengind fPAper
AWA(Ax B) General Hardscape Ungar Foot
LWA
(Dx E)
TWA
(Watts) C+F+G
18,500 .045
832.5 750 .45
337.5
510 1680
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TOTAL 1,680
CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance
June 2013
NRCC-LTO-03-E
Sum total allowance per square foot of specific area on the site:
DOCUMENTATION AUT'HOR'S DECLARATION STATEMENT
1. I certdy that this Certificate of Compliance documentation is accurate and complete.
DocumsnWtwn Authorsirm Domrn -111 o,Author S111101e (•i
JOSH SCOTT af~'
company- sllrlrol nate.
PACE ENGINEERING 8 29 2016
Adores: ¢A/ergs ee<nncan cot 'I<mmn;aapplka4lel:
1730 SOUTH 5T - NIA
ayanmwzlp: Phone.
REDDING CA 96001 530_244-0202
RESPONSIBLE PERSON'S DECLARATION STATEMENT
certify the following under penalty of perjury, under the laws of the State of California:
1. The information provided on this Certificate of Compliance is true and correct.
2. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance
(responsible designer).
3. The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certlflcate of
Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations.
4. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance
documents, worksheets, calcu ladons, plans and specifications sub nfired to the enforcement agency for approval with this building permit application.
5. (will ensure that a com pietist signed copy of this Certificate of Compliance she 11 be, made available with the building permits)issued for the building, and made available to the
enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the
builder provides to the building owner at occupancy.
Respoml61e ctu,nar Name: fan,aralhle D"e¢ner spinner, 11 _
CHRIS ABRAHAMSEN
cuaRnie, Win slpnxd!
PACE ENGINEERING 8/29/2016
Add se" a ..:
1730 SOUTH ST E012726
cry/sue,17,: -- phare: -
REDDING, CA 96001 530-244-0202
June 2013 CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance
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June 2013
PERMIT #k _ �((u--( 70
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
/ CODE COMPLIANCE
DATL._-1 (*lt;� ( Y, Ev ° c cav
REVIEWED
FOR CODE COMPLIANCE
KN 10 2016
INTERWEST
CONSULTING GROUP
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DAYTON ROAD
SITE.h, :. r
VERIFY SCALE
A
BAR IS ONE INCH ON
c ORIGINAL DRAWING
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IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY
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I—x—x—x—x—x x x x z. x x x ." x x x x x x x. x x x x x z. x x x�
x-.
APN 039-080-092
x
.PROVIDE MINIMUM 5' m
CLEAR BETWEEN STORM x
DRAIN AND GAS FACILITIES
x �2 i 3 x
r----- - �-----------------=-------------------
p p NOTE:
L------------------------------------------------------ -- INSTALL TEE FITTING AS NECESSARY FOR
x 5' (MIN.) x CONNECTIONS FROM ONSITE STORM DRAIN
-- -- -- — - -__ PIPING 70 STORM DRAIN LEACH TRENCH.
NOTE: A MINIMUM VERTICAL SEPARATION
o OF 5 FEET IS REQUIRED FROM THE BOTTOM
OF. THE LEACH TRENCH TO GROUND WATER
x w x FINISH
J GRADE
X / STORM DRAIN CONSTRUCTION NOTES CLASS 2 AGGREGATE BASE
w
PROPOSED RELATIVE COMPACTED TO 957
x x
BUILDING COMPACTION
❑1 INSTALL 1110 LF STORM DRAIN LEACH PER DETAIL,. CONTRACTOR. SHALL ' w z -
INSTALL 12"x6 TEE FITTINGS AT POINTS OF CONNECTION TO GUTTER T
PIPING �-nt�'
y
r ,.----- -,� ;L 12" DIA. DUAL WALL HDPE
i PIPE WITH AA HTO CLASS II
x - x ❑2 INSTALL 12" x6"REDUCER'AT LEACH TRENCH, 6" DAM SOLID WALL HDPE _; PERFORATIONS CENTERED IN
EX. SEPTIC TANK / PIPE WITH FITTINGS AND COUPLINGS AS NEEDED AND BUTTE COUNTY 2 "I" TRENCH, S=0.00
- GEOTEXTILE FABRIC
x - ) CONTRACTOR SHALL FIELD VERIFY THE STD. S-22 AND S-23 FLUSHING HOLE WITH CONCRETE COLLAR AT FINISH OVERLAP 12" AT EDGES
x _ I CLASS 1 PERMEABLE
TI STORM DRAIN LEACH TRENCH IS A MINIMUM GRADE
y 100' AWAY FROM THE EXISTING WELL L_ _-� MATERIAL, TYPE B, PER
3 INSTALL 12'x6"REDUCER AT LEACH TRENCH 6" DIAM SOLID L ,dI- i>T-!- SECTION 68-2.02F(2)
- x ❑ WALL HDPE
r--------� ------ -----------------------.--- - ---------- PIPE WITH FITTINGS AND COUPLINGS AS NEEDED AND BUTTE COUNTY SC OF THE STATE STD.
AR FY BOTTOM AND
I\ / STD. -S-22. ANDS -23. FLUSHING HOLE WITH CONCRETE: COLLAR AT FINISH SIDES OF TRENCH 5' - SPECIFICATIONS
X I GRADE
SEE BUTTE COUNTY STD. S-38
FOR ADDITIONAL INFORMATION -
x I I I
STORM DRAIN LEACH TRENCH DETAIL
EXISTING i EXISTING
x No SCALE
BUILDING BUILDING
/ I R=100'
I I
I I �
x
I i x
----------------------- - -- -- - -�
* EXISTING ROOF CANOPY I x
\ I I I EX WELL
\ x
x
GENERAL NOTES
x 1.. LOCATIONS - AND
_ DEPhISOFEXISTING-UTILITIESSHOWNONTHESEPLANS.AREAPPROXIMATE: THE CONTRACTOR SHALL
-Z ` x VERIFY EXISTENCE,. LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO ORDERING MATERIALS: OR BEGINNING
\ EXISTING CONSTRUCTION. THE CONTRACTOR. SHALL CALL UNDERGROUND SERVICE ALERT (USA). AT 800-227-2600 AT LEAST 3
BUILDING\ I DAYS PRIOR TO CONSTRUCTION.
x
2. ALL CONSTRUCTION SHALL CONFORM TO THE STANDARDS. AND SPECIFICATIONS OF THE COUNTY OF BUTTE ON FILE IN THE
% \ I OFFICE OF THE DIRECTOR OF PUBLIC WORKS, BUTTE COUNTY, CALIFORNIA.. -
x \ 3. AC IS DEFINED AS TYPE " B ASPHALT CONCRETE 3/4 MAXIMUM GRADING.
x 4. AB IS DEFINED AS CLASS'2 AGGREGATE BASE 3/4" MAXIMUM MEDIUM GRADING.
x \\
r
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-----`----------------------------
,Q x 5. CALL BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS AT 538-7681 TO SCHEDULE INSPECTION AT LEAST 24 HOURS PRIOR 'I - - -- ---- --- --- --- - \ TO CONSTRUCTION.
x EXISTING STORM DRAIN J
\ LEACH TRENCH (PER \. x
PLANS) -
t d cs
:LIMIT OF':d(', ex
LEACHFlELD 10IG '1 i
f/
FREE AREA
-biw9 Of CBUILDINGS SHOULD OCCUR AS PART OF THE SITE DEVELOPMENT. ARE FOUND. -
Designed Approved - .Drawing No. _
KLD PREPARED FOR: RAR STORM DRAIN LEACH TRENCH PLAN 1 OF 1
Drawn /410-0D. ROLLS ANDERSON &ROLLS /�
CAD DateG I N N O CONSTRUCTION, I N C. CIVIL ENGINEERS A.P. N Q Q �% Job No.
Checked PWR OCTOBER 2016 115 YELLOWSTONE DRIVE CHICO, CALIFORNIA 95973-5811 TELEPHONE 530-8951422 O 03 080 0"` 16144
- - - — - - -- - _ --- `-
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x
•'S
Q(X()FESS/Q
STORM DRAIN NOTE: :
THE PROPOSED STORM DRAIN LEACH TRENCH SYSTEM HAS BEEN
SITE PLAN NOTE:
NO FIELD SURVEYING OR OTHER MEASUREMENTS HAVE BEEN
- �
' �• Do ~'�
PERFORMED IN CREATION
"�
L
�� �
DESIGNED TO ACCOMODATE THE 10 -YEAR STORM RETURN PERIOD PER
THE OF THIS SITE PLAN. SHOWN
-
l'p
BUTTE COUNTY STANDARDS. LARGER STORM EVENTS WILL FILL THE
INFORMATION IS BASED ON PLAN INFORMATION AS SHOWN ON THE
y
LEACH TRENCH SYSTEM AND. ADDITIONAL STORM WATER WILL NOT BE
SITE PLAN PREPARED BY GARY HAWKINS ARCHITECT DATED
m
ABLE TO ENTER THE SYSTEM. GUTTER DOWNSPOUTS DIRECTING
SEPTEMBER, 2016. THE CONTRACTOR SHALL FIELD VERIFY THE
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a
WATER TO THE LEACH TRENCH SHOULD BE CONNECTED WITH AN AIR
LOCATION OF EXISTING FEATURES AND THE PROPOSED IMPROVEMENTS
'
GAP TO ALLOW EXCESS STORM WATER TO EXIT THE GUTTER SYSTEM.
PRIOR TO BEGINNING CONSTRUCTION OR ORDERING MATERIALS. THE
* CIw- .a#
SITE GRADING TO DIRECT EXCESS STORM WATER AWAY FROM
CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY DISCREPANCIES
-biw9 Of CBUILDINGS SHOULD OCCUR AS PART OF THE SITE DEVELOPMENT. ARE FOUND. -
Designed Approved - .Drawing No. _
KLD PREPARED FOR: RAR STORM DRAIN LEACH TRENCH PLAN 1 OF 1
Drawn /410-0D. ROLLS ANDERSON &ROLLS /�
CAD DateG I N N O CONSTRUCTION, I N C. CIVIL ENGINEERS A.P. N Q Q �% Job No.
Checked PWR OCTOBER 2016 115 YELLOWSTONE DRIVE CHICO, CALIFORNIA 95973-5811 TELEPHONE 530-8951422 O 03 080 0"` 16144
- - - — - - -- - _ --- `-
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