HomeMy WebLinkAbout1303 N Bristol St - Sign - PlanPage 1
Page 1
www.reverenceengineering.com
(619) 354-1152
600 B STREET, STE 300
SAN DIEGO, CA 92101
PREPARED FOR:
PROJECT #:
AGI
2511019B
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No:Issue/Revision:Date:
----11-10-2025
3
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Initial Submittal
SHEET TITLE:
SHEET:
6-Jan-26
1-6-2026PC Comments
ABBREIATIONS
AB. ABOE
ADD'L. ADDITIONAL
AFF ABOE FINISHED FLOOR
ALT. ALTERNATE
ALU. ALUINU
A.O.R. ARCHITECT OF RECORD
ARCH. ARCHITECTURAL
BT. BOTTO
BL'G. BLOCING
CIRC. CIRCLE/CIRCULAR
CONC. CONCRETE
CONN. CONNECTION
CONT. CONTINUOUS
CTR. CONTRACTOR
DIA. DIAETER
DET. DETAIL
(E) EISTING
EIST. EISTING
EA. EACH
E.. EACH A
ELE. ELEATION
EBED. EBEDENT
E.O.R. ENGINEER OF RECORD
FAB. FABRICATOR/FABRICATION
FDN. FOUNDATION
FR'G. FRAING
FTG. FOOTING
F.. FIELD ERIF
G.C. GENERAL CONTRACTOR
HDG HOT DIP GALANIED
HOR. HORIONTAL
O.C. ON CENTER
LOC. LOCATION
A. AIU
IN. INIU
(N) NE
N.T.E. NOT TO ECEED
o/ OER
O.D. OUTSIDE DIAETER
OPT. OPTIONAL
PENE. PENETRATION
REINF. REINFORCEENT
RND ROUND
SI. SIILAR
SS STAINLESS STEEL
STD STANDARD
SUPP. SUPPLEENTAL
S. SUARE
T/O TOP OF
TP. TPICAL
TH. THIC(NESS)
U.N.O. UNLESS NOTED OTHERISE
ERT. ERTICAL
w/ ITH
w/o ITHOUT
P INC (ECHANICAL) PLATED
PRODUCT EALUATION REPORT SCHEDULE
HERE APPLICABLE, ANCHORS SHALL CONFOR TO AND BE INSTALLED
PER THEIR RESPECTIE EALUATION REPORT(S) AS FOLLOS:
ANCHOR TPE (REPORT NAE)ICC-ESR #LARR #
HILTI BT ASONR ANCHORS 35 2605
HILTI B3 ASONR ANCHORS 135 255
HILTI B3 CONCRETE ANCHORS 2302 25901
HILTI BT ANCHORS IN CONCRETE 191 2501
HILTI HIT-H 200 ADHESIE ANCHORS IN CONCRETE 31 25964
HILTI HIT-H 200 ADHESIE ANCHORS IN ASONR 3963 260
TAPCON ANCHORS IN ASONR 161 -----
TAPCON ANCHORS IN CONCRETE 2202 -----
TAPCON SCRE ANCHORS AND SA'S THREADED
ROD ANCHORS IN CONCRETE 3699 -----
IT BUILDE TES SDS 196 2591
SIPSON TITEN HD SCRE ANCHORS ASONR 1056 25560
SIPSON TITEN HD SCRE ANCHORS CONCRETE 213 2541
SIPSON STRONG-BOLT 2 EDGE ANCHORS CONC. 303 2505
STRUCTURAL
S.01
Te esigns, etails an seciications containe in tis rawing are coniential. Te reciients o tis rawing ereb acnowlege an agree tat it is te sole roert o Reverence Engineering an tat te sall neiter use nor reveal an o te esigns, etails an seciications containe in tis rawing, outsie o te contractual agreement eresse written ermission rom Reverence Engineering. Deviations rom tis rawing sall not be mae
witout consulting Reverence Engineering. In case o incongruities between rawings, seciications, an etails inclue in contract ocuments, Reverence Engineering sall ecie wic inication must be ollowe an teir ecision sall be inal. Corigt Reverence Engineering. All rigts reserve.
THIS AREA INTENTIONALL LEFT BLAN
ORIGINAL SHEET SIE: 111
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GENERAL
1. ALL ATERIALS AND OR SHALL CONFOR TO THE REUIREENTS
OF THE 2022 CALIFORNIA BUILDING CODE (CBC).
2. CONSTRUCTION ETHODS AND PROJECT SAFET: DRAINGS AND
SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT
INDICATE ETHODS, PROCEDURES, OR SEUENCE OF
CONSTRUCTION. TAE NECESSAR PRECAUTIONS TO AINTAIN AND
ENSURE THE INTEGRIT OF THE STRUCTURE DURING CONSTRUCTION.
THE EOR ILL NOT ENFORCE SAFET EASURES OR REGULATIONS.
THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND AINTAIN ALL
SAFET DEICES AND SHALL BE SOLEL RESPONSIBLE FOR
CONFORING TO ALL LOCAL, STATE, AND FEDERAL SAFET AND
HEALTH STANDARDS, LAS, AND REGULATIONS.
3. ERIF ALL DIENSIONS, ELEATIONS AND SITE CONDITIONS PRIOR
TO THE START OF CONSTRUCTION AND NOTIF THE ENGINEER
IEDIATEL OF AN DISCREPANCIES OR INCONSISTENCIES THAT
ARE FOUND. NOTED DIENSIONS TAE PRECEDENCE OER SCALED
DIENSIONS. DO NOT SCALE DRAINGS.
4. ALL OISSIONS AND/OR CONFLICTS BETEEN THE ARIOUS
ELEENTS OF THE ORING DRAINGS AND SPECIFICATIONS SHALL
BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND FIELD
INSPECTOR. THE ENGINEER SHALL PROIDE A SOLUTION PRIOR TO
PROCEEDING ITH AN OR AFFECTED B THE CONFLICT OR
OISSION.
5. HERE NO CONSTRUCTION DETAILS ARE SHON OR NOTED FOR
AN PART OF THE OR, USE THOSE FOR OTHER SIILAR OR.
6. HEN A DETAIL IS IDENTIFIED AS TPICAL, APPL IN ESTIATING AND
CONSTRUCTION TO EER LIE CONDITION HETHER OR NOT THE
REFERENCE IS REPEATED IN EER INSTANCE.
. CHANGES TO THE DRAINGS: OBTAIN PRIOR RITTEN APPROAL.
. OR PERFORED IN CONFLICT ITH THE DRAINGS OR
APPLICABLE BUILDING CODE REUIREENTS SHALL BE CORRECTED
AT THE EPENSE OF THE CONTRACTOR.
DESIGN CRITERIA
1. STRUCTURE IS DESIGNED IN ACCORDANCE ITH ASCE -16:
INIU DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES.
2. IND LOAD:
BASIC IND SPEED, ULT 115 PH AIU
RIS CATEGOR: II EPOSURE: C
3. SNO LOAD:
IPORTANCE FACTOR, IS 1.0
SURFACE ROUGHNESS: C EPOSURE: C
GROUND 20 PSF AIU
ROOF --- PSF
4. ROOF LIE LOAD:--- PSF
5. SEISIC CRITERIA:
SITE CLASS: D - DEF RIS CAT: II SDC: D
SS 1.309 F A 1.200
S1 0.466 F 1.30
IPORTANCE FACTOR, IE 1.0
RESPONSE ODIFICATION FACTOR, R 3.0
OERSTRENGTH FACTOR, O 1.5
DEFLECTION APLIFICATION FACTOR, C 3.0
STEEL
1. STEEL SHAPES SHALL CONFOR TO THE FOLLOING (U.N.O.):
RND. HSS AST A500, GR C F46 SI IN.
S./RECT. HSS AST A500, GR C F50 SI IN.
THREADED ROD AST A36 F36 SI IN.
STEEL PLATE AST A36 F36 SI IN.
ANGLE CHANNEL AST A36 F36 SI IN.
STD. PIPE AST A53, GR B F35 SI IN.
STRUCT. PIPE AST A252, GR 3 F45 SI IN.
IDE FLANGE AST A992 F50 SI IN.
2. ACHINE BOLTS SPECIFIED AS A30 SHALL CONFOR TO AST
A30 w/ NUTS PER AST A563A ASHERS PER AST F44
(U.N.O.). THREADED PARTS, NUTS, AND ASHERS SHALL BE HDG OR
P AS DEFINED HEREIN.
3. STRUCTURAL BOLTS SHALL CONFOR TO AST F3125 GRADES
A325 OR A490 AS SPECIFIED (A325 OR A490) w/ NUTS PER
AST A563DH ASHERS PER AST F436.
A. HERE DESIGNATED AS -, CARE UST BE TAEN TO ENSURE
THREADS ARE ECLUDED FRO THE SHEAR PLANE(S).
B. HERE DESIGNATED AS -N OR IF NO DESIGNATION IS NOTED,
THREADS A BE INCLUDED IN THE SHEAR PLANE(S).
C. HERE SPECIFIED, A325 A BE HDG OR P AS DEFINED
HEREIN.
D. GRADE A490 SHALL NOT BE HDG OR P AS DEFINED HEREIN.
4. ANCHORS CAST IN CONCRETE SHALL CONFOR TO AST F1554
GR. 36 (U.N.O.) w/ NUTS TO AST A563 AND ASHERS TO AST
F436. PARTS SHALL BE HOT-DIP GALANIED (HDG) OR INC
(ECHANICAL) PLATED (P). PARTS EBEDDED ENTIREL IN
CONCRETE A BE PLAIN STEEL.
5. HERE SPECIFIED FOR STEEL THREADED PARTS, NUTS, AND
ASHERS, HOT-DIP GALANIING (HDG) SHALL CONFOR TO AST
F2329 AND INC (ECHANICAL) PLATING (P) TO CLASS 55 PER
AST B695.
6. PLAIN STEEL FASTENERS ARE NOT TO BE USED UNLESS SPECIFIED.
. INC ELECTRO-PLATED FASTENERS PER AST F1941 A BE
SUBSTITUTED FOR INTERIOR APPLICATIONS, BUT ARE OTHERISE
NOT TO BE USED UNLESS SPECIFIED.
. NUTS AND ASHERS SHALL HAE THE SAE COATING AS THE
CORRESPONDING THREADED PART.
9. HERE SPECIFIED, IRON AND STEEL HARDARE SHALL BE HOT-DIP
GALANIED PER AST A153.
10. STAINLESS STEEL (SS) BOLTS, STUDS, AND THREADED ROD SHALL
CONFOR TO AST F593 AND BE ALLO 304 OR 316 w/ NUTS TO
AST F594. NUTS AND ASHERS SHALL ATCH THE ALLO OF THE
THREADED PART.
11. ELDING:
A. ELD STRUCTURAL STEEL IN COPLIANCE ITH ANSI/AS D1.1
AND AISC SPECIFICATION, CHAPTER J. ELDERS SHALL BE
CERTIFIED AS REUIRED B THE LOCAL BUILDING AUTHORIT.
ELDING SHALL BE DONE B ELECTRIC ARC PROCESS USING
LO-HDROGEN ELECTRODES ITH SPECIFIED TENSILE STRENGTH
NOT LESS THAN 0 SI UNLESS NOTED OTHERISE.
B. UNLESS A LARGER ELD SIE IS INDICATED, PROIDE INIU
SIE ELD PER AISC SPECIFICATION, SECTION J2, TABLE J2.4.
ALUINU
1. FABRICATE AND ERECT ALUINU IN COPLIANCE ITH THE 2020
ALUINU DESIGN ANUAL (AD1), THE SPECIFICATIONS FOR
ALUINU SHEET ETAL OR (AS35), AND CHAPTER 20 OF THE
BUILDING CODE.
2. ALUINU SHAPES SHALL CONFOR TO THE FOLLOING:
PIPE TUBE 6061-T6 AST B429 F35 SI IN.
STRUCT. PROFILES 6061-T6 AST B30 F35 SI IN.
SHEET PLATE 6061-T6 AST B209 F35 SI IN.
STAPLE TUBE 6063-T5 AST B221 F16 SI IN.
3. ALL SHOP AND FIELD ELDS SHALL BE PERFORED B AN AISC
UALIT CERTIFIED FABRICATOR.
4. UNLESS A LARGER ELD SIE IS INDICATED, PROIDE INIU SIE
ELD PER AD 1.
5. FILLER SHALL BE 5556 ALLO REGARDLESS OF EBER THICNESS.
NO OTHER FILLER ALLO SHALL BE USED UNLESS NOTED
OTHERISE.
CONCRETE REINFORCEENT
1. INIU 2-DA COPRESSIE STRENGTH ('c) SHALL BE 2,500
PSI.
2. REINFORCEENT TO BE AST A615 GR 60, F60 SI UNO.
3. CALCIU CHLORIDE OR ADDED CHLORIDE IS NOT PERITTED.
4. ALL REINFORCED CONCRETE SHALL BE CONSOLIDATED ITH
ECHANICAL IBRATORS.
5. INIU CONCRETE COER:
CAST AGAINST EPOSED TO EARTH 3
EPOSED TO EARTH OR EATHER 2
6. CHAIRS AND SPACERS: AS REUIRED TO AINTAIN COER.
. SIGN A BE INSTALLED ON FOUNDATION AFTER A INIU
CURING TIE OF (14) DAS PROIDED CURING PROCESS IS
PROPERL AINTAINED PER ACI 31 AND 30.
. GROUT SHALL BE NON-SHRIN AND NON-ETALLIC ITH A INIU
COPRESSIE STRENGTH OF 5,000 PSI AT (1) DA. I AND PLACE
IN ACCORDANCE ITH ANUFACTURER INSTRUCTIONS.
FOUNDATIONS
1. DESIGN BEARING PRESSURES ARE PER CBC CLASS 5 PRESUPTIE
ALUES (NO SPECIAL INSPECTION REUIRED):
LATERAL BEARING: 100 PSF/FT
ERTICAL BEARING: 1,500 PSF
EISTING CONDITIONS
1. ENGINEER ILL NOT BE PERFORING ON-SITE INSPECTIONS OR
ERIFICATIONS. IT IS THE RESPONSIBILIT OF THE INSTALLER AND
ONER(S) TO IDENTIF EISTING CONDITIONS AND CONTACT
ENGINEER ITH AN DISCREPANCIES OR CONCERNS.
2. EISTING INFORATION HAS BEEN FURNISHED B THE ENTIT HO
THIS DOCUENT AS PREPARED FOR. ENGINEER IN NO A
CERTIFIES THIS INFORATION AS AS-BUILT.
3. FEATURES OF OR ANNOTATED AS ERIF (OR SIILAR) UST BE
INSPECTED, ERIFIED AS SUCH, AND DOCUENTED PRIOR TO
FABRICATION AND INSTALLATION.
4. IF THERE IS AN REASON TO BELIEE THE EISTING CONDITIONS
DETAILED HEREIN ARE NOT ACCURATE, CONTRACTOR SHALL CEASE
OR AND NOTIF ENGINEER IEDIATEL.
5. CONTRACTOR SHALL INSPECT AND CONFIR THE UALIT OF
EISTING STRUCTURE AS IN GOOD REPAIR. STRUCTURE SHALL BE
FREE OF CORROSION, DECA, AND AN OTHER ATERIAL,
FABRICATION, ASSEBL, OR INSTALLATION DEFECT. IF THERE ARE
AN INDICATIONS THAT THIS IS NOT THE CASE, CONTRACTOR SHALL
CEASE OR IEDIATEL AND NOTIF ENGINEER.
DESIGN B OTHERS NOTE
REERENCE ENGINEERING IN NO A CERTIFIES OR AES CLAIS TO THE
SUITABILIT OF CONDITIONS OR ELEENTS (EISTING OR NE) THAT ARE
DESIGNED B OTHERS. SUCH CONDITIONS AND ELEENTS ARE IDENTIFIED
AS B OTHERS OR DESIGN(ED) B OTHERS AND ARE NOT ENGINEERED
B REERENCE ENGINEERING.
THE SCOPE OF ENGINEERING HEREIN ASSUES THESE ELEENTS HAE
BEEN, OR ILL BE, DESIGNED OR CHECED FOR SUITABILIT B A DESIGN
PROFESSIONAL.
ELECTRICAL NOTE
ELECTRIC COPONENTS AND IRING ARE NOT DESIGNED B REERENCE
ENGINEERING. FABRICATOR AND INSTALLER SHALL COPL ITH THE
CURRENT ERSION OF THE ADOPTED NATIONAL ELECTRIC CODE (NEC)
AND ARTICLE 600: ELECTRIC SIGNS AND OUTLINE LIGHTING.
ANUFACTURED SIGN CABINETS
UNLESS NOTED OTHERISE, ANUFACTURED SIGN CABINETS SHALL BE
DESIGNED B THE ANUFACTURER/FABRICATOR OR OTHER COPETENT
PART AND FABRICATED IN ACCORDANCE ITH ALL APPLICABLE CODES,
UL LISTINGS, LOCAL ORDINANCES, AND INDUSTR STANDARDS. THIS
INCLUDES FACES AND CLADDING, INTERNAL STRUCTURE, ELECTRICAL, AND
ALL OTHER ACCESSOR COPONENTS.
THE ANUFACTURER/FABRICATOR IS RESPONSIBLE FOR ENSURING ALL
CABINETS ARE ASSEBLED ITH ADEUATE INTERNAL FRAING AND
STIFFNESS. CABINET FRAING SHALL BE CAPABLE OF DELIERING ALL
IPOSED DESIGN LOADS (IND, SEISIC, DEAD, SNO, ETC.) DIRECTL
TO THE STRUCTURAL CONNECTIONS OR ELEENTS DETAILED HEREIN.
CABINET FRAING SHALL LIIT ECESSIE IBRATION, DRIFT, OR
DEFLECTION TO REASONABLE LEELS.
FAILURE TO PROIDE AN ADEUATE LOAD PATH OR SUFFICIENT CABINET
STIFFNESS A RESULT IN ECESSIE IBRATION, DRIFT, OR DEFLECTION
HICH A IELD SECOND-ORDER EFFECTS THAT CAN NEGATIEL
AFFECT THE PERFORANCE OF THE STRUCTURAL CONNECTIONS OR
ELEENTS DETAILED HEREIN.
REERENCE ENGINEERING AES NO CLAIS AS TO THE SUITABILIT OF
ANUFACTURED SIGN CABINETS IDENTIFIED AS B FR. OR B FAB.
HICH HAE NOT BEEN ENGINEERED, CERTIFIED, OR REIEED B
REERENCE ENGINEERING UNLESS SPECIFICALL CONTRACTED OTHERISE
AND DETAILED OR NOTED HEREIN.
1'-11916
4'
-
2
3
4
1'
-
6
3
2
6'
-
0
SIGN CABINET
(B FR.)
SIGN A. BOUNDAR
NOTE: AIU DESIGN SURFACE
AREA SHON ACTUAL CABINET
SHAPE A AR.
1'-5
1'-14
NATURAL SOIL
(UNDISTURBED)
1
S.03
S. HSS
2-1/2 2-1/2 1/4
GRADE
1 ELEATION
1
www.reverenceengineering.com
(619) 354-1152
600 B STREET, STE 300
SAN DIEGO, CA 92101
PREPARED FOR:
PROJECT #:
AGI
2511019B
RA
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G
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PR
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9
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6
No:Issue/Revision:Date:
----11-10-2025
3
2
1
4
Initial Submittal
SHEET TITLE:
SHEET:
6-Jan-26
1-6-2026PC Comments
STRUCTURAL
S.02
Te esigns, etails an seciications containe in tis rawing are coniential. Te reciients o tis rawing ereb acnowlege an agree tat it is te sole roert o Reverence Engineering an tat te sall neiter use nor reveal an o te esigns, etails an seciications containe in tis rawing, outsie o te contractual agreement eresse written ermission rom Reverence Engineering. Deviations rom tis rawing sall not be mae
witout consulting Reverence Engineering. In case o incongruities between rawings, seciications, an etails inclue in contract ocuments, Reverence Engineering sall ecie wic inication must be ollowe an teir ecision sall be inal. Corigt Reverence Engineering. All rigts reserve.
ORIGINAL SHEET SIE: 111
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1 FOUNDATION DETAIL
PLATE DETAIL
L
P
E
R
S
C
H
E
D
.
ANCHOR ROD SUBSTITUTION SCHEDULE
SPECIFIED EUIALENT ASSEBL
SIPSON ROD S. EBED.
PAB 1,2 DIA. ASHER SIE 3 L
PAB4(H)-12 1 12 S. 3 11
PAB5(H)-5 1 3 4 S. 12 1 3
PAB6(H)-3 4 2 14 S. 12 1 12
PAB(H)- 2 14 S. 12 1 5
PAB(H)- 1 3 S. 5 1
PAB9(H)- 1 1 3 12 S. 5 2
PAB10(H)- 1 14 3 12 S. 3 4 214
NOTES:
1. HERE SPECIFIED AS HIGH STRENGTH
(H), USE w/ GR. 105 (U.N.O.) IF NO
(H), USE GR. 36 IN.
2. IS THE TOTAL ROD LENGTH.
3. ASHER SIES ARE INIUS.
4. ASHERS AND BASE PLATES TO HAE
STD. HOLES.
DHOLE DBOLT 116 or DBOLT 1
DHOLE DBOLT 1 or DBOLT 1
HEA HE
LEELING NUT
STD. ASHER
U.N.O.
HEA HE NUT
HEA HE NUT
EBED.
ASHER
DBL. HEA
HE NUTS
STD. ASHER
U.N.O.
ID
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THE PURPOSE OF THE SUBSTITUTION TABLE IS TO PROIDE FOR AN EUIALENT
FABRICATED ANCHOR ASSEBL TO THE SIPSON PAB SPECIFIED IN THE PLANS.
REFER TO PLANS FOR SPECIFIED ANCHOR BEFORE USING SUBSTITUTION TABLE.
HO TO USE THE SUBSTITUTION TABLE
1. IDENTIF THE SPECIFIED ANCHOR IN THE PLAN OR DETAILS.
2. LOCATE THE SPECIFIED ANCHOR IN THE FIRST COLUN OF THE TABLE. USE ONL
THIS ENTR.
3. IDENTIF THE CORRESPONDING ANCHOR COPONENTS FOR AN EUIALENT
ASSEBL.
4. HERE THE PLANS INDICATE (H), REFER TO TABLE NOTES.
PAB SUBSTITUTION SCHEDULE
3/4 PL.
OE
R
T
U
R
N
3/16
41.
0
0
1
TUBE PER ELE.
L
(
I
N
.
)
BAR #D (IN)ET (IN)L (IN)
3 2.25 6.0 4.50
4 3.00 .0 6.00
5 3.5 10.0 .50
6 4.50 12.0 9.00
5.25 14.0 10.5
6.00 16.0 12.0
D
ET.
TPICAL 90
REBAR HOO
6
b
(3
I
N
.
)
6 b
(3 IN.
)
6
I
N
.
PER 90 HOO TABLE
(EA. HOO)
3 REBAR BEND DETAIL
2 HOOP HOO DETAIL
TP. SECTION
PIER DETAIL
2'
-
0
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.
E
B
E
D
.
T/
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A
S
H
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2
C
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.
3
CLR.
3
CLR.
2'-0
3 CL
R
.
(12) #4 ERT. BARS
(2) #4 HOOPS 2 TOP BT.
BALANCE 12 A. O.C.3'
-
0
I
N
.
NOTE:
CONCRETE PIER IS TO BE POURED
TIGHT AGAINST UNDISTURBED SOIL.
BACFILL IS NOT ACCEPTABLE.
NOTE:
PIER NOT TO SCALE.
USE NOTED DIENSIONS.
NATURAL SOIL
(UNDISTURBED)
GRADE
HDG SIPSON PAB6-30 (L30)
ANCHOR RODS (OR 3/4 ALT. PER
SUB. SCHED.)
NON-SHRIN GROUT
PAD (OPTIONAL)
TUBE PER ELE.
PL. PER DETAIL
112
A.
SLOPE FRO CENTER FOR DRAINAGE
(NOT RE'D. w/ GROUT PAD)
HOOPS PER
PIER DET.
3CLR.
R1'-0
BASE PLATE AB.
1'-2
ANCHOR w/ EBED. PL.
ASHER PER PIER DET.
1'
-
2
ERTS. PER
PIER DET.
1'-2
21 11516
S.
www.reverenceengineering.com
(619) 354-1152
600 B STREET, STE 300
SAN DIEGO, CA 92101
PREPARED FOR:
PROJECT #:
AGI
2511019B
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Initial Submittal
SHEET TITLE:
SHEET:
6-Jan-26
1-6-2026PC Comments
STRUCTURAL
S.03
Te esigns, etails an seciications containe in tis rawing are coniential. Te reciients o tis rawing ereb acnowlege an agree tat it is te sole roert o Reverence Engineering an tat te sall neiter use nor reveal an o te esigns, etails an seciications containe in tis rawing, outsie o te contractual agreement eresse written ermission rom Reverence Engineering. Deviations rom tis rawing sall not be mae
witout consulting Reverence Engineering. In case o incongruities between rawings, seciications, an etails inclue in contract ocuments, Reverence Engineering sall ecie wic inication must be ollowe an teir ecision sall be inal. Corigt Reverence Engineering. All rigts reserve.
ORIGINAL SHEET SIE: 111
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www.reverenceengineering.com
(619) 354-1152
600 B STREET, STE 300
SAN DIEGO, CA 92101
PREPARED FOR:
PROJECT #:
AGI
2511019A
RA
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No:Issue/Revision:Date:
----11-17-2025
3
2
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Initial Submittal
SHEET TITLE:
SHEET:
17-Nov-25
ABBREIATIONS
AB. ABOE
ADD'L. ADDITIONAL
AFF ABOE FINISHED FLOOR
ALT. ALTERNATE
ALUM. ALUMINUM
A.O.R. ARCHITECT OF RECORD
ARCH. ARCHITECTURAL
BTM. BOTTOM
BL'G. BLOCING
CIRC. CIRCLE/CIRCULAR
CONC. CONCRETE
CONN. CONNECTION
CONT. CONTINUOUS
CTR. CONTRACTOR
DIA. DIAMETER
DET. DETAIL
(E) EISTING
EIST. EISTING
EA. EACH
E.. EACH A
ELE. ELEATION
EMBED. EMBEDMENT
E.O.R. ENGINEER OF RECORD
FAB. FABRICATOR/FABRICATION
FDN. FOUNDATION
FRM'G. FRAMING
FTG. FOOTING
F.. FIELD ERIF
G.C. GENERAL CONTRACTOR
HDG HOT DIP GALANIED
HOR. HORIONTAL
O.C. ON CENTER
LOC. LOCATION
MA. MAIMUM
MIN. MINIMUM
(N) NE
N.T.E. NOT TO ECEED
o/ OER
O.D. OUTSIDE DIAMETER
OPT. OPTIONAL
PENE. PENETRATION
REINF. REINFORCEMENT
RND ROUND
SIM. SIMILAR
SS STAINLESS STEEL
STD STANDARD
SUPP. SUPPLEMENTAL
S. SUARE
T/O TOP OF
TP. TPICAL
TH. THIC(NESS)
U.N.O. UNLESS NOTED OTHERISE
ERT. ERTICAL
w/ ITH
w/o ITHOUT
P INC (MECHANICAL) PLATED
PRODUCT EALUATION REPORT SCHEDULE
HERE APPLICABLE, ANCHORS SHALL CONFORM TO AND BE INSTALLED
PER THEIR RESPECTIE EALUATION REPORT(S) AS FOLLOS:
ANCHOR TPE (REPORT NAME)ICC-ESR #LARR #
HILTI BT MASONR ANCHORS 375 26057
HILTI B3 MASONR ANCHORS 135 25577
HILTI B3 CONCRETE ANCHORS 2302 25901
HILTI BT ANCHORS IN CONCRETE 1917 25701
HILTI HIT-H 200 ADHESIE ANCHORS IN CONCRETE 317 25964
HILTI HIT-H 200 ADHESIE ANCHORS IN MASONR 3963 26077
TAPCON ANCHORS IN MASONR 1671 -----
TAPCON ANCHORS IN CONCRETE 2202 -----
TAPCON SCRE ANCHORS AND SAMM'S THREADED
ROD ANCHORS IN CONCRETE 3699 -----
IT BUILDE TES SDS 1976 2591
SIMPSON TITEN HD SCRE ANCHORS MASONR 1056 25560
SIMPSON TITEN HD SCRE ANCHORS CONCRETE 2713 25741
SIMPSON STRONG-BOLT 2 EDGE ANCHORS CONC. 3037 25705
STRUCTURAL
S.1
Te esigns, etails an seciications containe in tis rawing are coniential. Te reciients o tis rawing ereb acnowlege an agree tat it is te sole roert o Reverence Engineering an tat te sall neiter use nor reveal an o te esigns, etails an seciications containe in tis rawing, outsie o te contractual agreement eresse written ermission rom Reverence Engineering. Deviations rom tis rawing sall not be mae
witout consulting Reverence Engineering. In case o incongruities between rawings, seciications, an etails inclue in contract ocuments, Reverence Engineering sall ecie wic inication must be ollowe an teir ecision sall be inal. Corigt Reverence Engineering. All rigts reserve.
THIS AREA INTENTIONALL LEFT BLAN
ORIGINAL SHEET SIE: 1117
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GENERAL
1. ALL MATERIALS AND OR SHALL CONFORM TO THE REUIREMENTS
OF THE 2022 CALIFORNIA BUILDING CODE (CBC).
2. CONSTRUCTION METHODS AND PROJECT SAFET: DRAINGS AND
SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT
INDICATE METHODS, PROCEDURES, OR SEUENCE OF
CONSTRUCTION. TAE NECESSAR PRECAUTIONS TO MAINTAIN AND
ENSURE THE INTEGRIT OF THE STRUCTURE DURING CONSTRUCTION.
THE EOR ILL NOT ENFORCE SAFET MEASURES OR REGULATIONS.
THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL
SAFET DEICES AND SHALL BE SOLEL RESPONSIBLE FOR
CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFET AND
HEALTH STANDARDS, LAS, AND REGULATIONS.
3. ERIF ALL DIMENSIONS, ELEATIONS AND SITE CONDITIONS PRIOR
TO THE START OF CONSTRUCTION AND NOTIF THE ENGINEER
IMMEDIATEL OF AN DISCREPANCIES OR INCONSISTENCIES THAT
ARE FOUND. NOTED DIMENSIONS TAE PRECEDENCE OER SCALED
DIMENSIONS. DO NOT SCALE DRAINGS.
4. ALL OMISSIONS AND/OR CONFLICTS BETEEN THE ARIOUS
ELEMENTS OF THE ORING DRAINGS AND SPECIFICATIONS SHALL
BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND FIELD
INSPECTOR. THE ENGINEER SHALL PROIDE A SOLUTION PRIOR TO
PROCEEDING ITH AN OR AFFECTED B THE CONFLICT OR
OMISSION.
5. HERE NO CONSTRUCTION DETAILS ARE SHON OR NOTED FOR
AN PART OF THE OR, USE THOSE FOR OTHER SIMILAR OR.
6. HEN A DETAIL IS IDENTIFIED AS TPICAL, APPL IN ESTIMATING AND
CONSTRUCTION TO EER LIE CONDITION HETHER OR NOT THE
REFERENCE IS REPEATED IN EER INSTANCE.
7. CHANGES TO THE DRAINGS: OBTAIN PRIOR RITTEN APPROAL.
. OR PERFORMED IN CONFLICT ITH THE DRAINGS OR
APPLICABLE BUILDING CODE REUIREMENTS SHALL BE CORRECTED
AT THE EPENSE OF THE CONTRACTOR.
DESIGN CRITERIA
1. STRUCTURE IS DESIGNED IN ACCORDANCE ITH ASCE 7-16:
MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES.
2. IND LOAD:
BASIC IND SPEED, ULT 115 MPH MAIMUM
RIS CATEGOR: II EPOSURE: C
3. SNO LOAD:
IMPORTANCE FACTOR, IS 1.0
SURFACE ROUGHNESS: C EPOSURE: C
GROUND 20 PSF MAIMUM
ROOF --- PSF
4. ROOF LIE LOAD:--- PSF
5. SEISMIC CRITERIA:
SITE CLASS: D - DEF RIS CAT: II SDC: D
SS 1.309 F A 1.200
S1 0.466 F 1.30
IMPORTANCE FACTOR, IE 1.0
RESPONSE MODIFICATION FACTOR, R 3.0
OERSTRENGTH FACTOR, O 1.75
DEFLECTION AMPLIFICATION FACTOR, C 3.0
STEEL
1. STEEL SHAPES SHALL CONFORM TO THE FOLLOING (U.N.O.):
RND. HSS ASTM A500, GR C F46 SI MIN.
S./RECT. HSS ASTM A500, GR C F50 SI MIN.
THREADED ROD ASTM A36 F36 SI MIN.
STEEL PLATE ASTM A36 F36 SI MIN.
ANGLE CHANNEL ASTM A36 F36 SI MIN.
STD. PIPE ASTM A53, GR B F35 SI MIN.
STRUCT. PIPE ASTM A252, GR 3 F45 SI MIN.
IDE FLANGE ASTM A992 F50 SI MIN.
2. MACHINE BOLTS SPECIFIED AS A307 SHALL CONFORM TO ASTM
A307 w/ NUTS PER ASTM A563A ASHERS PER ASTM F44
(U.N.O.). THREADED PARTS, NUTS, AND ASHERS SHALL BE HDG OR
P AS DEFINED HEREIN.
3. STRUCTURAL BOLTS SHALL CONFORM TO ASTM F3125 GRADES
A325 OR A490 AS SPECIFIED (A325 OR A490) w/ NUTS PER
ASTM A563DH ASHERS PER ASTM F436.
A. HERE DESIGNATED AS -, CARE MUST BE TAEN TO ENSURE
THREADS ARE ECLUDED FROM THE SHEAR PLANE(S).
B. HERE DESIGNATED AS -N OR IF NO DESIGNATION IS NOTED,
THREADS MA BE INCLUDED IN THE SHEAR PLANE(S).
C. HERE SPECIFIED, A325 MA BE HDG OR P AS DEFINED
HEREIN.
D. GRADE A490 SHALL NOT BE HDG OR P AS DEFINED HEREIN.
4. ANCHORS CAST IN CONCRETE SHALL CONFORM TO ASTM F1554
GR. 36 (U.N.O.) w/ NUTS TO ASTM A563 AND ASHERS TO ASTM
F436. PARTS SHALL BE HOT-DIP GALANIED (HDG) OR INC
(MECHANICAL) PLATED (P). PARTS EMBEDDED ENTIREL IN
CONCRETE MA BE PLAIN STEEL.
5. HERE SPECIFIED FOR STEEL THREADED PARTS, NUTS, AND
ASHERS, HOT-DIP GALANIING (HDG) SHALL CONFORM TO ASTM
F2329 AND INC (MECHANICAL) PLATING (P) TO CLASS 55 PER
ASTM B695.
6. PLAIN STEEL FASTENERS ARE NOT TO BE USED UNLESS SPECIFIED.
7. INC ELECTRO-PLATED FASTENERS PER ASTM F1941 MA BE
SUBSTITUTED FOR INTERIOR APPLICATIONS, BUT ARE OTHERISE
NOT TO BE USED UNLESS SPECIFIED.
. NUTS AND ASHERS SHALL HAE THE SAME COATING AS THE
CORRESPONDING THREADED PART.
9. HERE SPECIFIED, IRON AND STEEL HARDARE SHALL BE HOT-DIP
GALANIED PER ASTM A153.
10. STAINLESS STEEL (SS) BOLTS, STUDS, AND THREADED ROD SHALL
CONFORM TO ASTM F593 AND BE ALLO 304 OR 316 w/ NUTS TO
ASTM F594. NUTS AND ASHERS SHALL MATCH THE ALLO OF THE
THREADED PART.
11. ELDING:
A. ELD STRUCTURAL STEEL IN COMPLIANCE ITH ANSI/AS D1.1
AND AISC SPECIFICATION, CHAPTER J. ELDERS SHALL BE
CERTIFIED AS REUIRED B THE LOCAL BUILDING AUTHORIT.
ELDING SHALL BE DONE B ELECTRIC ARC PROCESS USING
LO-HDROGEN ELECTRODES ITH SPECIFIED TENSILE STRENGTH
NOT LESS THAN 70 SI UNLESS NOTED OTHERISE.
B. UNLESS A LARGER ELD SIE IS INDICATED, PROIDE MINIMUM
SIE ELD PER AISC SPECIFICATION, SECTION J2, TABLE J2.4.
ALUMINUM
1. FABRICATE AND ERECT ALUMINUM IN COMPLIANCE ITH THE 2020
ALUMINUM DESIGN MANUAL (ADM1), THE SPECIFICATIONS FOR
ALUMINUM SHEET METAL OR (ASM35), AND CHAPTER 20 OF THE
BUILDING CODE.
2. ALUMINUM SHAPES SHALL CONFORM TO THE FOLLOING:
PIPE TUBE 6061-T6 ASTM B429 F35 SI MIN.
STRUCT. PROFILES 6061-T6 ASTM B30 F35 SI MIN.
SHEET PLATE 6061-T6 ASTM B209 F35 SI MIN.
STAPLE TUBE 6063-T5 ASTM B221 F16 SI MIN.
3. ALL SHOP AND FIELD ELDS SHALL BE PERFORMED B AN AISC
UALIT CERTIFIED FABRICATOR.
4. UNLESS A LARGER ELD SIE IS INDICATED, PROIDE MINIMUM SIE
ELD PER ADM 1.
5. FILLER SHALL BE 5556 ALLO REGARDLESS OF MEMBER THICNESS.
NO OTHER FILLER ALLO SHALL BE USED UNLESS NOTED
OTHERISE.
CONCRETE REINFORCEMENT
1. MINIMUM 2-DA COMPRESSIE STRENGTH ('c) SHALL BE 2,500
PSI.
2. REINFORCEMENT TO BE ASTM A615 GR 60, F60 SI UNO.
3. CALCIUM CHLORIDE OR ADDED CHLORIDE IS NOT PERMITTED.
4. ALL REINFORCED CONCRETE SHALL BE CONSOLIDATED ITH
MECHANICAL IBRATORS.
5. MINIMUM CONCRETE COER:
CAST AGAINST EPOSED TO EARTH 3
EPOSED TO EARTH OR EATHER 2
6. CHAIRS AND SPACERS: AS REUIRED TO MAINTAIN COER.
7. SIGN MA BE INSTALLED ON FOUNDATION AFTER A MINIMUM
CURING TIME OF (14) DAS PROIDED CURING PROCESS IS
PROPERL MAINTAINED PER ACI 31 AND 30.
. GROUT SHALL BE NON-SHRIN AND NON-METALLIC ITH A MINIMUM
COMPRESSIE STRENGTH OF 5,000 PSI AT (1) DA. MI AND PLACE
IN ACCORDANCE ITH MANUFACTURER INSTRUCTIONS.
FOUNDATIONS
1. DESIGN BEARING PRESSURES ARE PER CBC CLASS 5 PRESUMPTIE
ALUES (NO SPECIAL INSPECTION REUIRED):
LATERAL BEARING: 100 PSF/FT
ERTICAL BEARING: 1,500 PSF
EISTING CONDITIONS
1. ENGINEER ILL NOT BE PERFORMING ON-SITE INSPECTIONS OR
ERIFICATIONS. IT IS THE RESPONSIBILIT OF THE INSTALLER AND
ONER(S) TO IDENTIF EISTING CONDITIONS AND CONTACT
ENGINEER ITH AN DISCREPANCIES OR CONCERNS.
2. EISTING INFORMATION HAS BEEN FURNISHED B THE ENTIT HOM
THIS DOCUMENT AS PREPARED FOR. ENGINEER IN NO A
CERTIFIES THIS INFORMATION AS AS-BUILT.
3. FEATURES OF OR ANNOTATED AS ERIF (OR SIMILAR) MUST BE
INSPECTED, ERIFIED AS SUCH, AND DOCUMENTED PRIOR TO
FABRICATION AND INSTALLATION.
4. IF THERE IS AN REASON TO BELIEE THE EISTING CONDITIONS
DETAILED HEREIN ARE NOT ACCURATE, CONTRACTOR SHALL CEASE
OR AND NOTIF ENGINEER IMMEDIATEL.
5. CONTRACTOR SHALL INSPECT AND CONFIRM THE UALIT OF
EISTING STRUCTURE AS IN GOOD REPAIR. STRUCTURE SHALL BE
FREE OF CORROSION, DECA, AND AN OTHER MATERIAL,
FABRICATION, ASSEMBL, OR INSTALLATION DEFECT. IF THERE ARE
AN INDICATIONS THAT THIS IS NOT THE CASE, CONTRACTOR SHALL
CEASE OR IMMEDIATEL AND NOTIF ENGINEER.
ELECTRICAL NOTE
ELECTRIC COMPONENTS AND IRING ARE NOT DESIGNED B REERENCE
ENGINEERING. FABRICATOR AND INSTALLER SHALL COMPL ITH THE
CURRENT ERSION OF THE ADOPTED NATIONAL ELECTRIC CODE (NEC)
AND ARTICLE 600: ELECTRIC SIGNS AND OUTLINE LIGHTING.
MANUFACTURED SIGN CABINETS
UNLESS NOTED OTHERISE, MANUFACTURED SIGN CABINETS SHALL BE
DESIGNED B THE MANUFACTURER/FABRICATOR OR OTHER COMPETENT
PART AND FABRICATED IN ACCORDANCE ITH ALL APPLICABLE CODES,
UL LISTINGS, LOCAL ORDINANCES, AND INDUSTR STANDARDS. THIS
INCLUDES FACES AND CLADDING, INTERNAL STRUCTURE, ELECTRICAL, AND
ALL OTHER ACCESSOR COMPONENTS.
THE MANUFACTURER/FABRICATOR IS RESPONSIBLE FOR ENSURING ALL
CABINETS ARE ASSEMBLED ITH ADEUATE INTERNAL FRAMING AND
STIFFNESS. CABINET FRAMING SHALL BE CAPABLE OF DELIERING ALL
IMPOSED DESIGN LOADS (IND, SEISMIC, DEAD, SNO, ETC.) DIRECTL
TO THE STRUCTURAL CONNECTIONS OR ELEMENTS DETAILED HEREIN.
CABINET FRAMING SHALL LIMIT ECESSIE IBRATION, DRIFT, OR
DEFLECTION TO REASONABLE LEELS.
FAILURE TO PROIDE AN ADEUATE LOAD PATH OR SUFFICIENT CABINET
STIFFNESS MA RESULT IN ECESSIE IBRATION, DRIFT, OR DEFLECTION
HICH MA IELD SECOND-ORDER EFFECTS THAT CAN NEGATIEL
AFFECT THE PERFORMANCE OF THE STRUCTURAL CONNECTIONS OR
ELEMENTS DETAILED HEREIN.
REERENCE ENGINEERING MAES NO CLAIMS AS TO THE SUITABILIT OF
MANUFACTURED SIGN CABINETS IDENTIFIED AS B MFR. OR B FAB.
HICH HAE NOT BEEN ENGINEERED, CERTIFIED, OR REIEED B
REERENCE ENGINEERING UNLESS SPECIFICALL CONTRACTED OTHERISE
AND DETAILED OR NOTED HEREIN.
DESIGN B OTHERS NOTE
REERENCE ENGINEERING IN NO A CERTIFIES OR MAES CLAIMS TO THE
SUITABILIT OF CONDITIONS OR ELEMENTS (EISTING OR NE) THAT ARE
DESIGNED B OTHERS. SUCH CONDITIONS AND ELEMENTS ARE IDENTIFIED
AS B OTHERS OR DESIGN(ED) B OTHERS AND ARE NOT ENGINEERED
B REERENCE ENGINEERING.
THE SCOPE OF ENGINEERING HEREIN ASSUMES THESE ELEMENTS HAE
BEEN, OR ILL BE, DESIGNED OR CHECED FOR SUITABILIT B A DESIGN
PROFESSIONAL.
SIGN CABINET
(B MFR.)
27
5'
-
1
1
12
5'
-
5
6'-107
NATURAL SOIL
(UNDISTURBED)
S. HSS
4 4 1/4
GRADE
1
S3
7'-21
SIGN MA. BOUNDAR
NOTE: MAIMUM DESIGN SURFACE
AREA SHON ACTUAL CABINET
SHAPE MA AR.
1 ELEATION
www.reverenceengineering.com
(619) 354-1152
600 B STREET, STE 300
SAN DIEGO, CA 92101
PREPARED FOR:
PROJECT #:
AGI
2511019A
RA
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6
No:Issue/Revision:Date:
----11-17-2025
3
2
1
4
Initial Submittal
SHEET TITLE:
SHEET:
17-Nov-25
STRUCTURAL
S.2
Te esigns, etails an seciications containe in tis rawing are coniential. Te reciients o tis rawing ereb acnowlege an agree tat it is te sole roert o Reverence Engineering an tat te sall neiter use nor reveal an o te esigns, etails an seciications containe in tis rawing, outsie o te contractual agreement eresse written ermission rom Reverence Engineering. Deviations rom tis rawing sall not be mae
witout consulting Reverence Engineering. In case o incongruities between rawings, seciications, an etails inclue in contract ocuments, Reverence Engineering sall ecie wic inication must be ollowe an teir ecision sall be inal. Corigt Reverence Engineering. All rigts reserve.
ORIGINAL SHEET SIE: 1117
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1 FOUNDATION DETAIL
L
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)
BAR #D (IN)ET (IN)L (IN)
3 2.25 6.0 4.50
4 3.00 .0 6.00
5 3.75 10.0 7.50
6 4.50 12.0 9.00
7 5.25 14.0 10.5
6.00 16.0 12.0
D
ET.
TPICAL 90
REBAR HOO
6
b
(3
M
I
N
.
)
6 b
(3 MIN
.
)
6
M
I
N
.
PER 90 HOO TABLE
(EA. HOO)
3 REBAR BEND DETAIL
2 HOOP HOO DETAIL
TP. SECTION
PIER DETAIL
OE
R
T
U
R
N
11
112 TP.
11
112 T
P
.
3/4 PL.
1/4
PLATE DETAIL
HOOPS PER
PIER DET.
3CLR.
R1'-0
BASE PLATE AB.
11
ANCHOR w/ EMBED. PL.
ASHER PER PIER DET.
11
ERTS. PER
PIER DET.
L
P
E
R
S
C
H
E
D
.
ANCHOR ROD SUBSTITUTION SCHEDULE
SPECIFIED EUIALENT ASSEMBL
SIMPSON ROD S. EMBED.
PAB 1,2 DIA. ASHER SIE 3 L
PAB4(H)-12 1 12 S. 3 11
PAB5(H)-5 1 3 4 S. 12 1 3
PAB6(H)-3 4 2 14 S. 12 1 12
PAB7(H)-7 2 14 S. 12 1 5
PAB(H)- 1 3 S. 5 17
PAB9(H)- 1 1 3 12 S. 5 2
PAB10(H)- 1 14 3 12 S. 3 4 214
NOTES:
1. HERE SPECIFIED AS HIGH STRENGTH
(H), USE w/ GR. 105 (U.N.O.) IF NO
(H), USE GR. 36 MIN.
2. IS THE TOTAL ROD LENGTH.
3. ASHER SIES ARE MINIMUMS.
4. ASHERS AND BASE PLATES TO HAE
STD. HOLES.
DHOLE DBOLT 116 or DBOLT 1
DHOLE DBOLT 1 or DBOLT 1
HEA HE
LEELING NUT
STD. ASHER
U.N.O.
HEA HE NUT
HEA HE NUT
EMBED.
ASHER
DBL. HEA
HE NUTS
STD. ASHER
U.N.O.
ID
E
N
T
I
F
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C
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P
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A
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FO
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U
I
.
S
U
B
S
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I
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THE PURPOSE OF THE SUBSTITUTION TABLE IS TO PROIDE FOR AN EUIALENT
FABRICATED ANCHOR ASSEMBL TO THE SIMPSON PAB SPECIFIED IN THE PLANS.
REFER TO PLANS FOR SPECIFIED ANCHOR BEFORE USING SUBSTITUTION TABLE.
HO TO USE THE SUBSTITUTION TABLE
1. IDENTIF THE SPECIFIED ANCHOR IN THE PLAN OR DETAILS.
2. LOCATE THE SPECIFIED ANCHOR IN THE FIRST COLUMN OF THE TABLE. USE ONL
THIS ENTR.
3. IDENTIF THE CORRESPONDING ANCHOR COMPONENTS FOR AN EUIALENT
ASSEMBL.
4. HERE THE PLANS INDICATE (H), REFER TO TABLE NOTES.
PAB SUBSTITUTION SCHEDULE
TUBE PER ELE.
ANCHOR PER
PIER DETAIL
NOTE:
FOURTH ANCHOR BOLT NOT
SHON FOR CLARIT. INSTALL
ALL FOUR (4) ANCHORS HERE
INDICATED.
1716
2'
-
0
M
I
N
.
E
M
B
E
D
.
T/
O
A
S
H
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C
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.
3
CLR.
3
CLR.
2'-0
3 CL
R
.
(12) #4 ERT. BARS
(2) #4 HOOPS 2 TOP BTM.
BALANCE 12 MA. O.C.5'
-
6
M
I
N
.
NOTE:
CONCRETE PIER IS TO BE POURED
TIGHT AGAINST UNDISTURBED SOIL.
BACFILL IS NOT ACCEPTABLE.
NOTE:
PIER NOT TO SCALE.
USE NOTED DIMENSIONS.
NATURAL SOIL
(UNDISTURBED)
GRADE
HDG SIMPSON PAB6-30 (L30)
ANCHOR RODS (OR 3/4 ALT. PER
SUB. SCHED.)
NON-SHRIN GROUT
PAD (OPTIONAL)
TUBE PER ELE.
PL. PER DETAIL
112
MA
.
SLOPE FROM CENTER FOR DRAINAGE
(NOT RE'D. w/ GROUT PAD)
www.reverenceengineering.com
(619) 354-1152
600 B STREET, STE 300
SAN DIEGO, CA 92101
PREPARED FOR:
PROJECT #:
AGI
2511019A
RA
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6
No:Issue/Revision:Date:
----11-17-2025
3
2
1
4
Initial Submittal
SHEET TITLE:
SHEET:
17-Nov-25
STRUCTURAL
S.3
Te esigns, etails an seciications containe in tis rawing are coniential. Te reciients o tis rawing ereb acnowlege an agree tat it is te sole roert o Reverence Engineering an tat te sall neiter use nor reveal an o te esigns, etails an seciications containe in tis rawing, outsie o te contractual agreement eresse written ermission rom Reverence Engineering. Deviations rom tis rawing sall not be mae
witout consulting Reverence Engineering. In case o incongruities between rawings, seciications, an etails inclue in contract ocuments, Reverence Engineering sall ecie wic inication must be ollowe an teir ecision sall be inal. Corigt Reverence Engineering. All rigts reserve.
ORIGINAL SHEET SIE: 1117
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VANPOOL/EVEV ONLYEV ONLYEV ONLY
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AI
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/
VA
N
P
O
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L
/
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CLEAN
AIR/
VANPOOL/EV
RAISING CANE'S
BLD. AREA: 3,540 S.F.
(INCLUDING CORRAL)
DO NOT ENTER
ONE WAYWE
S
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W
A
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H
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.
NORTH BRISTOL STREET
DRIVE
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DRIVE
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NO PARKING
NORTH BRISTOL STREET
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.
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DO NOT ENTER
ONE WAY
ONLY
1 ELECTRICAL SITE PLAN
1" = 20'-0"
2 KEYNOTES
POWER:
3 EXTERIOR CONDUIT DETAIL
COMMUNICATIONS:
09/12/25
Professional of Record:JAMES YBARRA, PE
19401 40TH AVE W
SUITE 420
LYNNWOOD, WA 98036
CONTACT: JAMES YBARRA, PE
(425) 409-2496
JYBARRA@PMDGINC.COM
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Date:
Project Number:
Sheet Number:
Drawn By:
Store:
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RAC23003.0
07.12.2024
LL
Sheet Title:
1
07.01.2024 VERSION 2024-1.0 RELEASE
Prototype :
Date Issued:Bulletin Number:
Design Bulletin Updates:
Prototype Issue Date:
-
2
3
REVISIONS:
4
5
6
7
A
9
Kitchen Issue Date:
10
Raising Cane's
Restaurant #C1032
1303 N. Bristol st.
Santa Ana, CA 92706
P6E-HV Scheme B
09
/
1
2
/
2
0
2
5
P
E
R
M
I
T
R
E
V
I
S
I
O
N
-
B
U
L
L
E
T
I
N
1
09/05/24 BLDG. SUBMITTAL
PERMIT SET
P6E-AV SCHEME B 2024-1.0
07.01.2024
Check By:CB
07.01.2024
09/27/24 PLANNING RESPONSE
11/01/24 HEALTH DEP. RESUBMITTAL
12/12/24 HEALTH DEP. RESUBMITTAL
1/20/25 BUILDING. RESUBMITTAL
2/21/25 BUILDING. RESUBMITTAL
05/02/2025 BID SET
06/25/2025 CONSTRUCTION SET
09/12/2025 PERMIT REVISION
ELECTRICAL SITE
PLAN
E1.0
1 ORDER MENUBOARD PLAN
SCALE: 1/8" = 1'-0"
KEYNOTES
CLEAN
AIR/
VANPOOL/EV
CLEAN
AIR/
VANPOOL/EV EV ONLY EV ONLY EV ONLY
CL
E
A
N
AI
R
/
VA
N
P
O
O
L
/
E
V
CLEAN
AIR/
VANPOOL/EVNO PARKING
VA
N
2 REMOTE CANOPY PLAN
SCALE: 1/8" = 1'-0"
3 PICK-UP CANOPY PLAN
SCALE: 1/8" = 1'-0"
4
3.2 3.8
DRIVE THRU
CANOPY PLAN
E1.1
01/05/25
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Project Number:
Sheet Number:
Drawn By:
Store:
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RAC23003.0
07.12.2024
Sheet Title:
1
07.01.2024 VERSION 2024-1.0 RELEASE
Prototype :
Date Issued:Bulletin Number:
Design Bulletin Updates:
Prototype Issue Date:
-
2
3
REVISIONS:
4
5
6
7
A
B
Professional of Record:JEFF LIEDERMAN
Kitchen Issue Date:
10
76 E. MITCHELL DR.
PHOENIX, AZ 85012
CONTACT: CHUCK BENNETT
(623) 432-0596
CBENNETT@PMDGINC.COM
Raising Cane's
Restaurant #C1032
1303 N. Bristol st.
Santa Ana, CA 92706
P6E-HV Scheme B
12
/
1
9
/
2
0
2
5
F
I
E
L
D
C
H
A
N
G
E
S
09/05/24 BLDG. SUBMITTAL
PERMIT SET
P6E-AV SCHEME B 2024-1.0
07.01.2024
Check By:
07.01.2024
09/27/24 PLANNING RESPONSE
11/01/24 HEALTH DEP. RESUBMITTAL
12/12/24 HEALTH DEP. RESUBMITTAL
1/20/25 BUILDING. RESUBMITTAL
2/21/25 BUILDING. RESUBMITTAL
05/02/2025 BID SET
06/25/2025 CONSTRUCTION SET
09/12/2025 PERMIT REVISION
12/19/2025 FIELD CHANGES
B
1 2 4
A
C
E
1 4
E
3 3.7
A
0.7
0.6 0.7
0.6
0
B.2
0
C.7
Z
D
B
B.9
Y
1.1
1 LIGHTING FLOOR PLAN
1/4"= 1'-0"
2 GENERAL NOTES
3 KEY NOTES
09/12/25
Professional of Record:JAMES YBARRA, PE
19401 40TH AVE W
SUITE 420
LYNNWOOD, WA 98036
CONTACT: JAMES YBARRA, PE
(425) 409-2496
JYBARRA@PMDGINC.COM
Te
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Date:
Project Number:
Sheet Number:
Drawn By:
Store:
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RAC23003.0
07.12.2024
LL
Sheet Title:
1
07.01.2024 VERSION 2024-1.0 RELEASE
Prototype :
Date Issued:Bulletin Number:
Design Bulletin Updates:
Prototype Issue Date:
-
2
3
REVISIONS:
4
5
6
7
A
9
Kitchen Issue Date:
10
Raising Cane's
Restaurant #C1032
1303 N. Bristol st.
Santa Ana, CA 92706
P6E-HV Scheme B
09
/
1
2
/
2
0
2
5
P
E
R
M
I
T
R
E
V
I
S
I
O
N
-
B
U
L
L
E
T
I
N
1
09/05/24 BLDG. SUBMITTAL
PERMIT SET
P6E-AV SCHEME B 2024-1.0
07.01.2024
Check By:CB
07.01.2024
09/27/24 PLANNING RESPONSE
11/01/24 HEALTH DEP. RESUBMITTAL
12/12/24 HEALTH DEP. RESUBMITTAL
1/20/25 BUILDING. RESUBMITTAL
2/21/25 BUILDING. RESUBMITTAL
05/02/2025 BID SET
06/25/2025 CONSTRUCTION SET
09/12/2025 PERMIT REVISION
LIGHTING FLOOR
PLAN
E2.2
E3.1B
RISERS, SCHEDULES
AND DETAILS
09/12/25
Professional of Record:JAMES YBARRA, PE
19401 40TH AVE W
SUITE 420
LYNNWOOD, WA 98036
CONTACT: JAMES YBARRA, PE
(425) 409-2496
JYBARRA@PMDGINC.COM
Te
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Project Number:
Sheet Number:
Drawn By:
Store:
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RAC23003.0
07.12.2024
LL
Sheet Title:
1
07.01.2024 VERSION 2024-1.0 RELEASE
Prototype :
Date Issued:Bulletin Number:
Design Bulletin Updates:
Prototype Issue Date:
-
2
3
REVISIONS:
4
5
6
7
A
9
Kitchen Issue Date:
10
Raising Cane's
Restaurant #C1032
1303 N. Bristol st.
Santa Ana, CA 92706
P6E-HV Scheme B
09
/
1
2
/
2
0
2
5
P
E
R
M
I
T
R
E
V
I
S
I
O
N
-
B
U
L
L
E
T
I
N
1
09/05/24 BLDG. SUBMITTAL
PERMIT SET
P6E-AV SCHEME B 2024-1.0
07.01.2024
Check By:CB
07.01.2024
09/27/24 PLANNING RESPONSE
11/01/24 HEALTH DEP. RESUBMITTAL
12/12/24 HEALTH DEP. RESUBMITTAL
1/20/25 BUILDING. RESUBMITTAL
2/21/25 BUILDING. RESUBMITTAL
05/02/2025 BID SET
06/25/2025 CONSTRUCTION SET
09/12/2025 PERMIT REVISION
1 2
3 4
ON
OFF
1 LOOP DETECTOR DIAGRAM
NOT TO SCALE 2 DELIVERY DOOR ANNUNCIATOR CONTROL
PACKAGE CONNECTION DETAIL
NOT TO SCALE 3 IRRIGATION SYSTEM ROUGH-IN DIAGRAM
NOT TO SCALE
TYPICAL NOTES
4 SWITCH BANK ELEVATION
NOT TO SCALE - FOR REFERENCE ONLY
1 2
3 4
ON
OFF
WIRING SYMBOLS
#
5 LIGHTING CONTACTOR RISER DIAGRAM
NOT TO SCALE 6 LIGHTING RISER DIAGRAM
FOR REFERENCE ONLY E3.3
ELECTRICAL
DETAILS
09/12/25
Professional of Record:JAMES YBARRA, PE
19401 40TH AVE W
SUITE 420
LYNNWOOD, WA 98036
CONTACT: JAMES YBARRA, PE
(425) 409-2496
JYBARRA@PMDGINC.COM
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Date:
Project Number:
Sheet Number:
Drawn By:
Store:
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RAC23003.0
07.12.2024
LL
Sheet Title:
1
07.01.2024 VERSION 2024-1.0 RELEASE
Prototype :
Date Issued: Bulletin Number:
Design Bulletin Updates:
Prototype Issue Date:
-
2
3
REVISIONS:
4
5
6
7
A
9
Kitchen Issue Date:
10
Raising Cane's
Restaurant #C1032
1303 N. Bristol st.
Santa Ana, CA 92706
P6E-HV Scheme B
09
/
1
2
/
2
0
2
5
P
E
R
M
I
T
R
E
V
I
S
I
O
N
-
B
U
L
L
E
T
I
N
1
09/05/24 BLDG. SUBMITTAL
PERMIT SET
P6E-AV SCHEME B 2024-1.0
07.01.2024
Check By:CB
07.01.2024
09/27/24 PLANNING RESPONSE
11/01/24 HEALTH DEP. RESUBMITTAL
12/12/24 HEALTH DEP. RESUBMITTAL
1/20/25 BUILDING. RESUBMITTAL
2/21/25 BUILDING. RESUBMITTAL
05/02/2025 BID SET
06/25/2025 CONSTRUCTION SET
09/12/2025 PERMIT REVISION
Windspeed:
Program/Customer:
Engineer:
Sign Type:
Illumination:
Voltage:
Interior/Exterior:
Part Number:
DESCRIPTION:
A A
B B
4
4
3
3
2
2
1
1
AN
S
I
B
-
S
I
Z
E
D
R
A
W
I
N
G
-
C
O
R
E
L
:
0
3
.
2
4
.
2
2
REV.ECR NUMBER REV CHANGE DATE DRAFTER
REVISIONS
13
TRAVIS NEWBERRY
RAISING CANE'S
SCALE: 1:8 RAI-SUS002
INTERIOR
NEON SUSPENDED POLY CASE
N/A
NEON SIGN
ILLUMINATED
120/277
CORRECTED DIMENSION ERROR IN TABLE
CORRECTED DIMENSION ERROR IN TABLE
U/D PIPE SLEEVE FROM 3/4"Ø TO 1"Ø, U/D CLEVIS PIN FOR 1" PIPE
ADDED CFOGL & OPENV, ADDED THUMBNAILS, AND U/D DIMSINITIAL RELEASE
D
D
E
CA
NMB
NMB
NMB
NMBMCC
96070
96070
98314
9512193377
07/25/2025
07/25/2025
11/26/2025
05/28/202503.17.2025UPDATE TUBE APPROX./TRANSFORMER LOADCHICKEN FINGERS OGUPDATE TUBE APPROX./TRANSFORMER LOADCHICKEN FINGERS OGBB MCCMCC942109421004/10/202504.10.2025
RAI-SUS002-CFOGS-Y
NEON LAYOUT
SCALE 1:4
* ADD 1 FOOT FOR EACH PAIR OF ELECTRODES
*NEON GROUPS WITH MULTIPLE TUBE SIZES, FOR ESTIMATION PURPOSES, USE LARGEST TUBE SIZE
T 01 7530 P5G-2E'CHICKEN FINGERS'180"15 16 13 2.10
LUMINOUS FOOTAGE TABLE
T#
APPROX.
TUBING
(INCHES)
AMPSTUBE SIZE
(MILLIMETERS)
FRANCE TRANSFORMER
PART NUMBER
APPROX.
TUBING
(FEET)
APPROX.
TUBING W/
ELECTRODES
(FEET)*
NEON GROUP
RAI-SUS002-CFOG-W
NEON LAYOUT
SCALE 1:4
LENGTH: 96"
LENGTH: 96"
LENGTH: 84"
LENGTH: 84"
NEON LETTERS ARE
13MM NEON VOLTEC 'CLEAR BRITE YELLOW'
-SEE LUMINOUS FOOTAGE CHART
FOR TRANSFORMER REQUIREMENTS
NEON LETTERS ARE
13MM NEON VOLTEC 'SNOW WHITE'
-SEE LUMINOUS FOOTAGE CHART
FOR TRANSFORMER REQUIREMENTS
1.)TRANSFORMER REQUIREMENTS ARE ESTIMATES ONLY.
ACTUAL MEASUREMENTS TO BE TAKEN AFTER FABRICATION.
2.) BLACK OUT ALL DOUBLE BACKS AND TRANSITIONS.
3.) (1) 20A, 120V CIRCUIT IS REQUIRED FOR THIS SIGN.
NOTE:
RAI-SUS002-CFOGS-Y
C
CF-1.1
Windspeed:
Program/Customer:
Engineer:
Sign Type:
Illumination:
Voltage:
Interior/Exterior:
Part Number:
DESCRIPTION:
A A
B B
4
4
3
3
2
2
1
1
AN
S
I
B
-
S
I
Z
E
D
R
A
W
I
N
G
-
C
O
R
E
L
:
0
3
.
2
4
.
2
2
CF-1.2
REV.ECR NUMBER REV CHANGE DATE DRAFTER
REVISIONS
13
TRAVIS NEWBERRY
RAISING CANE'S
SCALE: 1:8 RAI-SUS002
INTERIOR
NEON SUSPENDED POLY CASE
N/A
NEON SIGN
ILLUMINATED
120/277
CORRECTED DIMENSION ERROR IN TABLE
CORRECTED DIMENSION ERROR IN TABLE
U/D PIPE SLEEVE FROM 3/4"Ø TO 1"Ø, U/D CLEVIS PIN FOR 1" PIPE
ADDED CFOGL & OPENV, ADDED THUMBNAILS, AND U/D DIMSINITIAL RELEASE
D
D
E
CA
NMB
NMB
NMB
NMBMCC
96070
96070
98314
9512193377
07/25/2025
07/25/2025
11/26/2025
05/28/202503.17.2025UPDATE TUBE APPROX./TRANSFORMER LOADCHICKEN FINGERS OGUPDATE TUBE APPROX./TRANSFORMER LOADCHICKEN FINGERS OGBB MCCMCC942109421004/10/202504.10.2025 THIN(HIDDEN LINES, ETC.) VISIBLE EDGES
EMPHASIZED
SECTION OUTLINE
(OUTSIDE EDGES
OF SECTION)
LINE WEIGHTS AT 1:1
ANSI32 STEEL ANSI ALUM.
CROSS HATCHES
ANSI CONCRETE GROUND
PHANTOM/HIDDEN
CENTER
LINE STYLES
REV.ECR NUMBER REV CHANGE DATE DRAFTER
REVISIONS
INITIAL RELEASE JA*44221 10/23/20
NOTE:
1.) THREADED ROD WILL BE PROVIDED
STANDARD
- ALL OTHER HARDWARE IS TO BE
PROVIDED BY THE INSTALLER AS REQ.
MA
S
O
N
R
Y
WO
O
D
ME
T
A
L
3/4" ZINC PLATED STEEL
THREADED ROD THRU WALL
3/4" LAGS WITH SHIELDS
3/4" LAG BOLTS
3/4" TOGGLE BOLTS
MOUNTING HARDWARE
CHART
NOTES:
1.) GALVANIZED PIPE TO BE
CLEANED OF ANY FACTORY
MARKINGS
2.) ADD AN EQUIPMENT GROUND
TO GALVANIZED PIPES
4 1/2"
OF
MOUNTING
1 1/2" CONTINUOUS PIANO HINGE IS POP
RIVETED TO POLYCARBONATE BOTTOM & MECHANICALLY
FASTENED TO POLYCARBONATE BACKER & ALUM. TUBE FRAME
W/ #6 S.S.P.H. SHEET METAL SCREWS
(1) STRIP OF 1/2" WIDE CLEAR 3M DUAL LOCK
POLYCARBONATE DOOR @ TUBE FRAME @ CENTER ONLY
3/16" POLYCARBONATE CASE W/ MATTE FINISH IS
OPEN @ FRONT W/ #10-32 X 5/8" LONG
18-8 S.S.KNURLED HEAD CAPTIVE PANEL SCREW
W/ SLOTTED DRIVE MCMASTER CARR #91035A508
W/ 18-8 S.S. RETAINER FOR 10-32 THREAD
MCMASTER CARR #91065A720
SECTION A-A
SCALE 1:8 DETAIL A
SCALE 1:4
PIPE FLANGE DETAIL
SCALE 1:2
1/2" X 1/2" X 1/16" SQUARE ALUM. TUBE FRAME
WELDED TOGETHER
1/2" GALVANIZED MALLEABLE IRON FLOOR FLANGE
-SEE DETAIL
1/4"-20 BOLTS
3/16" POLYCARBONATE BOTTOM HINGES OPEN
TO ALLOW FOR ACCESS
MOUNTING HARDWARE AS REQUIRED
- REFER TO MOUNTING CHART
OF MOUNTING OF GRAPHIC
EQ.EQ.C
C
W
STRUCTURAL ELEVATION
SCALE 1:8
A
A
RETAINER LOCK CLEVIS PIN
-INSTALLER TO DRILL 5/16"Ø HOLE INTO PIPES AND
JOIN PIPES USING A ROUNDED RETAINER WIRE LOCK
1/4"Ø CLEVIS PIN AT REQUIRED HEIGHT
1"Ø X 24" GALVANIZED STEEL PIPE
(MCMASTER-CARR PART #1867N56)
-INSTALLER TO CUT IN FIELD TO ADJUST HEIGHT
-(2) REQ'D
GALVANIZED STEEL PIPE FLANGE
-SEE DETAIL
18
"
M
A
X
CU
T
L
E
N
G
T
H
1/2"Ø X 6" LONG GALVANIZED THREADED STEEL PIPE
(HOME DEPOT #563-060HN)
2
3
/
8
"
OF
C
L
E
V
I
S
P
I
N
NOTE:
FOR CHICKEN FINGERS NEON RAI-SUS002-CF-NEON
ADD ADDITIONAL SUPPORT 1/2"X1/2"X1/16" TUBE
CENTERED ON TUBE FRAME
FH
OF
C
L
E
V
I
S
P
I
N
1"
3
1
3
/
1
6
"
4
5
/
1
6
"
1
/
2
"
1 1/2"
3"
3"
1
1
/
2
"
3
/
4
"
3
/
4
"
OF MOUNTING
HOLES
OF
M
O
U
N
T
I
N
G
HO
L
E
S
FLOOR FLANGE DETAIL
SCALE 1:2
3/4" 3/4"
3/8"Ø THRU HOLE FOR
1/4" MOUNTING HARDWARE
THREADED HOLE FOR
1/2"Ø GALVANIZED STEEL PIPE
1/2" GALVANIZED MALLEABLE
IRON FLOOR FLANGE
(HOME DEPOT #511-603HN
OR EQUIVALENT)
-(2) REQ'D
1" NPT MEDIUM PRESSURE
GALVANIZED PIPE FLANGE
MCM PART #1733N13
- OR EQUIVALENT
- (2) REQR'D
HOLES TO ACCOMMODATE
3/4" BOLT DIAMETER
THREADED HOLE FOR
1" Ø NPTF GALVANIZED
STEEL PIPE
4 7/8"
±1"
3/4"
4
7
/
8
"
2"
D
D
D
Windspeed:
Program/Customer:
Engineer:
Sign Type:
Illumination:
Voltage:
Interior/Exterior:
Part Number:
DESCRIPTION:
A A
B B
4
4
3
3
2
2
1
1
AN
S
I
B
-
S
I
Z
E
D
R
A
W
I
N
G
-
C
O
R
E
L
:
0
3
.
2
4
.
2
2
REV.ECR NUMBER REV CHANGE DATE DRAFTER
REVISIONS
13
TRAVIS NEWBERRY
RAISING CANE'S
SCALE: 1:8 RAI-SUS002
INTERIOR
NEON SUSPENDED POLY CASE
N/A
NEON SIGN
ILLUMINATED
120/277
CORRECTED DIMENSION ERROR IN TABLE
CORRECTED DIMENSION ERROR IN TABLE
U/D PIPE SLEEVE FROM 3/4"Ø TO 1"Ø, U/D CLEVIS PIN FOR 1" PIPE
ADDED CFOGL & OPENV, ADDED THUMBNAILS, AND U/D DIMSINITIAL RELEASE
D
D
E
CA
NMB
NMB
NMB
NMBMCC
96070
96070
98314
9512193377
07/25/2025
07/25/2025
11/26/2025
05/28/202503.17.2025UPDATE TUBE APPROX./TRANSFORMER LOADCHICKEN FINGERS OGUPDATE TUBE APPROX./TRANSFORMER LOADCHICKEN FINGERS OGBB MCCMCC942109421004/10/202504.10.2025
037
TRANFORMER BOX
THIN(HIDDEN LINES, ETC.) VISIBLE EDGES
EMPHASIZED
SECTION OUTLINE
(OUTSIDE EDGES
OF SECTION)
LINE WEIGHTS AT 1:1
ANSI32 STEEL ANSI ALUM.
CROSS HATCHES
ANSI CONCRETE GROUND
PHANTOM/HIDDEN
CENTER
LINE STYLES
REV.ECR NUMBER REV CHANGE DATE DRAFTER
REVISIONS
INITIAL RELEASE JA*44221 10/23/20
NOTES:
1.) TRANSFORMER IS MOUNTED REMOTELY.
2.) CONNECT 14 GA GROUND WIRE TO EACH MOUNTING
FLANGE & TO GROUND LUG PROVIDED ON TRANSFORMER.
-CONNECT TRANSFORMER GROUND TO SERVICE GROUND
AT PANEL BOX.
NEON LETTERS
GTO WIRE
ALUM. HINGE
4 1/2"
TECNOLUX SILIFLEX BLACK GTO 15
W/ BLACK ELECTRODE BOOTS
GRAB IT TUBE SUPPORTS ARE PO
RIVETED TO BACK OF
POLYCARBONATE CASE
3M DUAL LOCK
(2) KNURLED HEAD SCREWS
ELECTRICAL TO PASS THRU
MOUNTING TUBE TO ACCESS
REMOTE POWER IN ATTIC
SECTION
SCALE 1:2
WIRE-LOCK CLEVIS PIN
MCM #98416A011
1004-1045 STEEL,
ROUND WITH LOOP,
1/4" Ø, 2" LONG
1 5/8"
1 1/8"
2"
1
5
/
8
"
9
/
1
6
"
1
/
4
"
WIRE-LOCK CLEVIS PIN DETAIL
SCALE 1:1
TRANSFORMER
-SEE NEON LAYOUT
NEON LETTERS
-REFER TO NEON LAYOUT WIRE RETAINER CLEVIS PIN
MCM #98416A568
1008-1018 STEEL,
ROUND WITH LOOP,
1/4" Ø, 2 1/4" LONG,
1 3/4" USABLE LENGTH
1
/
4
"
WIRE-LOCK CLEVIS PIN DETAIL
SCALE 1:1
WIRE-LOCK CLEVIS PIN DETAIL
SCALE 1:1
2"
1 5/8"
2"
11/16"
1 1/4"
1 3/4"
1
5
/
8
"
1
5
/
8
"
9
/
1
6
"
1
/
4
"
1
/
2
"
CF-1.3
Windspeed:
Program/Customer:
Engineer:
Sign Type:
Illumination:
Voltage:
Interior/Exterior:
Part Number:
DESCRIPTION:
A A
B B
4
4
3
3
2
2
1
1
AN
S
I
B
-
S
I
Z
E
D
R
A
W
I
N
G
-
C
O
R
E
L
:
0
3
.
2
4
.
2
2
MNT-1
REV.ECR NUMBER REV CHANGE DATE DRAFTER
REVISIONS
5
T NEWBERRY
RAISING CANE’S
SCALE: 1:16 RAI-MNT2-32-8-115
EXTERIOR
MNT2-32-8-115
115 MPH
MONUMENT
ILLUMINATED
120V
INITIAL RELEASEA ECK9674509/23/25
SCALE: 3/4"=1' - 0"
1303
STEEL ELEVATION / FOUNDATION
3'-8 1/2"3'-8 1/2"
OF STEEL
STEEL CAP PL1/4 W/ 1/2"Ø LIFTING NUT
AND 5/8"Ø PASS THRU HOLE CENTERED ON PL
STEEL ANGLE CAGE
3/16"
ANGLE CAGE PLAN VIEW
1 1/2" = 1' - 0"
2" X 2 X 3/16" STEEL
ANGLE CAGE
-SHIP LOOSE
3 1/8
1'
-
6
"
3
1
/
8
"
7
7
/
1
6
"
7
7
/
1
6
"
PIPE
GRADE
4” SCH 40 STEEL PIPE
STEEL ANGLE CAGE
12
’
-
0
”
3"
8'
-
0
"
6'
-
9
"
OF
E
L
E
C
T
R
I
C
A
L
H
O
L
E
2"Ø ELECTRICAL HOLE
Windspeed:
Program/Customer:
Engineer:
Sign Type:
Illumination:
Voltage:
Interior/Exterior:
Part Number:
DESCRIPTION:
A A
B B
4
4
3
3
2
2
1
1
AN
S
I
B
-
S
I
Z
E
D
R
A
W
I
N
G
-
C
O
R
E
L
:
0
3
.
2
4
.
2
2
REV.ECR NUMBER REV CHANGE DATE DRAFTER
REVISIONS
5
T NEWBERRY
RAISING CANE’S
SCALE: 1:16 RAI-MNT2-32-8-115
EXTERIOR
MNT2-32-8-115
115 MPH
MONUMENT
ILLUMINATED
120V
INITIAL RELEASEA ECK9674509/23/25
ALUM. ELEVATION
8 1/2"8 1/2"2' - 0"
7'-5"
2' - 0"2' - 0"
4'
-
6
"
±4
'
-
5
1
1
/
1
6
"
AN
G
L
E
F
R
A
M
E
RE
T
A
I
N
E
R
±3
/
1
6
"
1/
8
"
OF CHANNEL
1'-11 1/8"
4 7/8"
BETWEEN ANGLES
±6' - 10 9/16" ANGLE FRAME
6' - 11" RETAINER
±3/16"±3/16"
3"3"
±1' - 3 3/4"1'-11 1/8"±1' - 3 3/4"
OF ANGLE AND NUTS
±2
'
-
2
1
3
/
1
6
"
OF ANGLE AND NUTS
±2
'
-
2
1
3
/
1
6
"
OF
A
N
G
L
E
.090 ALUM. CLADDING
VERSILOK TO CHANNEL FRAME
1 1/2" X 1 1/2" X 1/8" ALUM. ANGLE RETAINER
VERSILOKED ON 3 SIDES
- ONE SIDE OF RETAINER IS REMOVABLE FOR ACCESS
C
.177" CLEAR POLY FACE
AGILIGHT 6500K
WHITE LED
- REFER TO LAYOUT
5 13/16" AGI CHANNEL FRAME W/ VERSILOKED
.090 ALUM. TOP AND BOTTOM CLADDING
.090 ALUM. ACCESS PANEL ATTACHED W/
#8 S.S.P.H. SHEET METAL SCREW
1 1/2" X 1 1/2" X 1/8" ALUM. ANGLE FRAME W/
VERSILOKED .090" ALUM BOTTOM AND SIDE CLADDING,
NO TOP CLADDING
OUTLINE OF 3MM ACM LED PANELPRE-FINISHED 'WHITE'
MOUNTED TO VERTICAL ANGLES
#8 S.S.P.H. SHEET METAL SCREW
J-BOX W/ DISCONNECT SWITCH AND POWER SUPPLY
- FOR POWER SUPPLY SPEC REFER TO LED LAYOUT
1 1/2" X 1 1/2" X 1/8" VERTICAL ALUM. ANGLE WELDED
TO FRAME FOR LED PANEL SUPPORT
1 1/2" X 1 1/2" X 1/8" VERTICAL ALUM. ANGLE WELDED
TO TOP AND BOTTOM ANGLE CAGES
1 1/2" X 1 1/2" X 1/8" ALUM. ANGLE FRAME VERSILOKED
TO MAIN CABINET BOTTOM CLADDING
VERSILOK .090" ALUM. CLADDING
- @ SIDES AND BOTTOM
1/2" LIQUID TITE CONDUIT
2 GANG ELECTRICAL MAKE-UP
MOUNTED TO ALUM ANGLES
D
±6' - 4 13/16" ANGLE FRAME
1'-11 1/8"
4 7/8"
BETWEEN ANGLES
±1' - 0 7/8"1'-11 1/8"
OF ANGLES OF ANGLES
.090"
CLADDING
±1' - 0 7/8"
.090"
CLADDING
1 1/2” X 1 1/2” X 1/8” ALUM ANGLE VERSILOKED
TO CHANNELS FOR ACCESS PANEL SUPPORT
B
B
A A
MNT-2
Windspeed:
Program/Customer:
Engineer:
Sign Type:
Illumination:
Voltage:
Interior/Exterior:
Part Number:
DESCRIPTION:
A A
B B
4
4
3
3
2
2
1
1
AN
S
I
B
-
S
I
Z
E
D
R
A
W
I
N
G
-
C
O
R
E
L
:
0
3
.
2
4
.
2
2
REV.ECR NUMBER REV CHANGE DATE DRAFTER
REVISIONS
5
T NEWBERRY
RAISING CANE’S
SCALE: 1:16 RAI-MNT2-32-8-115
EXTERIOR
MNT2-32-8-115
115 MPH
MONUMENT
ILLUMINATED
120V
INITIAL RELEASEA ECK9674509/23/25
SCALE: 3/4"=1' - 0"
SECTION A-A
1 1/2" = 1’ - 0"
3
1
/
8
"
BE
T
W
E
E
N
LE
D
P
A
N
E
L
SU
P
P
O
R
T
AN
G
L
E
S
7
1
/
8
"
1'
-
5
3
/
8
"
FR
A
M
E
E
VERTICAL LED PANEL SUPPORT ANGLE
REMOVABLE ANGLE RETAINER
ALUM. CLADDING VERSILOK TO FRAME @ SIDES AND BOTTOM
J-BOX W/ DISCONNECT SWITCH
ACM LED PANEL
#8 H.H. SELF TAPPING SCREW
#8 H.H. SELF TAPPING SCREW
STEEL ANGLE CAGE
TOP ANGLE CAGE
VERTICAL ANGLE BETWEEN
ANGLE CAGES
LED PANEL FASTENED TO ANGLES
BOTTOM ANGLE CAGE
BOTTOM CLADDING
.090" ALUM. CAP CABINET CLADDING
.177" CLEAR POLY FACE
3 1/8"
BETWEEN
ANGLES
ANGLE CAGE DETAIL E
3/16" = 1"
SECTION B-B
4" = 1' - 0”
ANGLE FRAME VERSILOK TO BOTTOM CLADDING
ALUM. CLADDING VERSILOK TO FRAME
RETAINER VERSILOKED TO
FRAME AND CLADDING
3
1
/
8
"
BE
T
W
E
E
N
AN
G
L
E
S
7
1
/
8
"
7
1
/
8
"
1'
-
5
3
/
8
"
FR
A
M
E
1 1/2" X 1 1/2" X 1/8" VERTICAL ALUM. ANGLES
WELDED BETWEEN TOP AND BOTTOM ANGLE CAGE
ANGLE FRAME
1 1/2" X 1 1/2" X 1/8" ALUM. ANGLE CAGE
AROUND STEEL @ TOP AND BOTTOM OF FRAME
BOTTOM CLADDING
- PROVIDE 3 5/8"Ø STEEL PASS THRU
ANGLE RETAINER OUTLINE
7
1
/
8
"
±6
1
/
1
6
"
AN
G
L
E
F
R
A
M
E
MNT-3
Windspeed:
Program/Customer:
Engineer:
Sign Type:
Illumination:
Voltage:
Interior/Exterior:
Part Number:
DESCRIPTION:
A A
B B
4
4
3
3
2
2
1
1
AN
S
I
B
-
S
I
Z
E
D
R
A
W
I
N
G
-
C
O
R
E
L
:
0
3
.
2
4
.
2
2
REV.ECR NUMBER REV CHANGE DATE DRAFTER
REVISIONS
5
T NEWBERRY
RAISING CANE’S
SCALE: 1:16 RAI-MNT2-32-8-115
EXTERIOR
MNT2-32-8-115
115 MPH
MONUMENT
ILLUMINATED
120V
INITIAL RELEASEA ECK9674509/23/25
FOUNDATION DETAIL
GRADE
HS
S
4'
-
0
"
4'
-
0
"
3"
3000 PSI CONCRETE
FOUNDATION
CONDUIT FROM
OWNER PROVIDED
POWER SOURCE
7'
-
9
"
GRADE
4” SCH 40 PIPE
1303
7'-2"
4"
2'-8"
Ø 2'-0"
MNT-4
Windspeed:
Program/Customer:
Engineer:
Sign Type:
Illumination:
Voltage:
Interior/Exterior:
Part Number:
DESCRIPTION:
A A
B B
4
4
3
3
2
2
1
1
AN
S
I
B
-
S
I
Z
E
D
R
A
W
I
N
G
-
C
O
R
E
L
:
0
3
.
2
4
.
2
2
REV.ECR NUMBER REV CHANGE DATE DRAFTER
REVISIONS
5
T NEWBERRY
RAISING CANE’S
SCALE: 1:16 RAI-MNT2-32-8-115
EXTERIOR
MNT2-32-8-115
115 MPH
MONUMENT
ILLUMINATED
120V
INITIAL RELEASEA ECK9674509/23/25
MNT-5
1 5
/
1
6
"
Project Title
Lead Drafter
Drawn By
Project Mgr.
General Sign Specifications
Interior
Single Faced
Exterior
Double Faced
Non-Illuminated
Illuminated
Amps(+/-)
Location
Windload
Dr
a
w
i
n
g
R
e
v
i
s
i
o
n
s
Dr
a
w
n
B
y
D
a
t
e
Ch
a
n
g
e
PART NUMBER
Code
This document is the sole property of Architectural
Graphics, Inc., and all design, manufacturing,
reproduction, use and sale rights regarding the same
are expressly forbidden. It is submitted under a
confidential relationship, for a special purpose, and the
recipient, by accepting this document assumes custody
and agrees that this document will not be copied or
reproduced in whole or in part, nor its contents
revealed in any manner or to any person except for the
purpose for which it was tendered, nor any special
features peculiar to this design be incorporated in
other projects.
4 5 6 7 8
A
Type
9
115 MPH / IBC 20012
AGI EoR
Date
42314
R. KERR
NMB
T. NEWBERRY
07.07.20
PG. #:
RAI-MB-RC
Volts
RAISING CANES
2655 International Pkwy.
Virginia Beach, VA 23452
KKJ
FS
/
P
O
R
02
.
1
8
.
2
0
45
8
6
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,
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.
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UP
D
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A
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B
O
A
R
D
F
R
A
M
E
E
X
T
R
U
S
I
O
N
NM
B
0
8
.
1
8
.
2
1
49
2
3
3
-
R
E
M
O
V
E
D
S
P
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A
K
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R
&
M
I
C
P
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R
F
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R
S
,
A
D
D
E
D
N
E
W
B
A
S
E
P
L
A
T
E
NM
B
08
.
3
1
.
2
1
49
7
2
0
-
E
X
I
S
T
I
N
G
F
O
U
N
D
A
T
I
O
N
A
N
C
H
O
R
D
E
T
A
I
L
A
D
D
E
D
NM
B
1
0
.
1
8
.
2
1
50
5
5
6
-
A
D
D
E
D
A
N
C
H
O
R
B
O
L
T
P
R
O
J
E
C
T
I
O
N
N
O
T
E
10
NM
B
1
1
.
1
9
.
2
1
51
2
4
0
-
A
D
D
E
D
A
N
C
H
O
R
B
O
L
T
P
A
T
T
E
R
N
F
O
R
B
A
S
E
P
L
A
T
E
A
N
D
A
L
T
P
L
11
NM
B
0
5
.
1
6
.
2
2
54
1
4
5
-
R
E
S
I
Z
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D
2
1
/
2
"
S
Q
T
O
3
"
S
Q
&
U
/
D
F
O
U
N
D
A
T
I
O
N
P
E
R
R
B
A
N
O
T
E
S
12
MC
C
03
.
1
0
.
2
5
93
3
6
1
-
L
O
C
K
S
T
O
N
I
C
K
E
L
,
S
P
E
A
K
E
R
O
P
E
N
I
N
G
S
,
L
E
D
B
A
F
F
L
E
S
MNU-1
DISCONNECT SWITCH
FABRICATED ALUM. CLADDING BASE COVER AND
ESCUTCHEON IS POWDER COATED TIGER DRYLAC
039/80170 'BLACK'
3/4" = 1' - 0"
FRONT ELEVATION1
1 3/4" = 1' - 0"
SIDE VIEW2
1
3/4" = 1' - 0"
PLAN VIEW3
1
GRADE
5'
-
1
1
1
/
2
"
1'
-
9
3
/
4
"
4'
-
1
3
/
4
"
3'
-
9
9
/
1
6
"
2
7
/
8
"
1'
-
6
7
/
8
"
2
1
/
8
"
2
1
/
8
"
6'-10 7/8"
2 1/8"1'-6 3/8"2 1/8"
7'-2 1/8"
6'-10 7/8"
1'-3 1/4"
6 7/8"
FABRICATED ALUM. CABINETS & SCREW
HEADS ARE POWDER COATED TIGER DRYLAC
039/80170 'BLACK'
PRINTED MENU BOARD TRANSLITE
(SUPPLIED BY RAISING CANES)
MENU DIVIDER BAR
DOOR LOCK
1'-10 9/16"1 5/8"2'-10 1/2"1'-10 9/16"
2 1/8"2'-6 1/4"2 1/8"2 1/8"1'-6 3/8"2 1/8"
5 1/2"
1 5/8"
5 3/4"
3"2 1/2"
1 2
1
2
2
3
3
7
Project Title
Lead Drafter
Drawn By
Project Mgr.
General Sign Specifications
Interior
Single Faced
Exterior
Double Faced
Non-Illuminated
Illuminated
Amps(+/-)
Location
Windload
Dr
a
w
i
n
g
R
e
v
i
s
i
o
n
s
Dr
a
w
n
B
y
D
a
t
e
Ch
a
n
g
e
PART NUMBER
Code
This document is the sole property of Architectural
Graphics, Inc., and all design, manufacturing,
reproduction, use and sale rights regarding the same
are expressly forbidden. It is submitted under a
confidential relationship, for a special purpose, and the
recipient, by accepting this document assumes custody
and agrees that this document will not be copied or
reproduced in whole or in part, nor its contents
revealed in any manner or to any person except for the
purpose for which it was tendered, nor any special
features peculiar to this design be incorporated in
other projects.
4 5 6 7 8
A
Type
9
115 MPH / IBC 20012
AGI EoR
Date
42314
R. KERR
NMB
T. NEWBERRY
07.07.20
PG. #:
RAI-MB-RC
Volts120
RAISING CANES
2655 International Pkwy.
Virginia Beach, VA 23452
KKJ
FS
/
P
O
R
02
.
1
8
.
2
0
45
8
6
9
-
N
E
W
L
E
N
S
E
X
T
R
U
S
I
O
N
,
B
A
S
E
C
O
V
E
R
,
W
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L
D
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,
L
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C
K
,
S
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PO
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02
.
2
5
.
2
1
UP
D
A
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B
A
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P
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,
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P
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S
04
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0
7
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2
1
46
7
4
6
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W
M
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N
U
B
O
A
R
D
F
R
A
M
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E
X
T
R
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S
I
O
N
NM
B
0
8
.
1
8
.
2
1
49
2
3
3
-
R
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A
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NM
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08
.
3
1
.
2
1
49
7
2
0
-
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X
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N
G
F
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U
N
D
A
T
I
O
N
A
N
C
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R
D
E
T
A
I
L
A
D
D
E
D
NM
B
1
0
.
1
8
.
2
1
50
5
5
6
-
A
D
D
E
D
A
N
C
H
O
R
B
O
L
T
P
R
O
J
E
C
T
I
O
N
N
O
T
E
10
NM
B
1
1
.
1
9
.
2
1
51
2
4
0
-
A
D
D
E
D
A
N
C
H
O
R
B
O
L
T
P
A
T
T
E
R
N
F
O
R
B
A
S
E
P
L
A
T
E
A
N
D
A
L
T
P
L
11
NM
B
0
5
.
1
6
.
2
2
54
1
4
5
-
R
E
S
I
Z
E
D
2
1
/
2
"
S
Q
T
O
3
"
S
Q
&
U
/
D
F
O
U
N
D
A
T
I
O
N
P
E
R
R
B
A
N
O
T
E
S
12
MC
C
03
.
1
0
.
2
5
93
3
6
1
-
L
O
C
K
S
T
O
N
I
C
K
E
L
,
S
P
E
A
K
E
R
O
P
E
N
I
N
G
S
,
L
E
D
B
A
F
F
L
E
S
.063" BRAKEFORMED ALUM. ELECTRICAL TRAY
W/ 1/4" THICK GUSSETS WELDED TO BOTTOM
OF TRAY
3" = 1' - 0"
ELECTRICAL TRAY & GUSSET DETAIL1
9
3'-2 3/16"
1'-1 15/16"1'-0"
CL OF GUSSETS CL CL
2
1
/
2
"
3 1/2"
1
1
/
2
"
2"
2 1/2"
1/8"
1/
8
"
2"
1
1
/
2
"
3
1
/
2
"
1'-0"
CL
1
2
MNU-10
Project Title
Lead Drafter
Drawn By
Project Mgr.
General Sign Specifications
Interior
Single Faced
Exterior
Double Faced
Non-Illuminated
Illuminated
Amps(+/-)
Location
Windload
Dr
a
w
i
n
g
R
e
v
i
s
i
o
n
s
Dr
a
w
n
B
y
D
a
t
e
Ch
a
n
g
e
PART NUMBER
Code
This document is the sole property of Architectural
Graphics, Inc., and all design, manufacturing,
reproduction, use and sale rights regarding the same
are expressly forbidden. It is submitted under a
confidential relationship, for a special purpose, and the
recipient, by accepting this document assumes custody
and agrees that this document will not be copied or
reproduced in whole or in part, nor its contents
revealed in any manner or to any person except for the
purpose for which it was tendered, nor any special
features peculiar to this design be incorporated in
other projects.
4 5 6 7 8
A
Type
9
115 MPH / IBC 20012
AGI EoR
Date
42314
R. KERR
NMB
T. NEWBERRY
07.07.20
PG. #:
RAI-MB-RC
Volts120
RAISING CANES
2655 International Pkwy.
Virginia Beach, VA 23452
KKJ
FS
/
P
O
R
02
.
1
8
.
2
0
45
8
6
9
-
N
E
W
L
E
N
S
E
X
T
R
U
S
I
O
N
,
B
A
S
E
C
O
V
E
R
,
W
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L
D
S
,
L
O
C
K
,
S
H
I
P
P
I
N
G
PO
R
02
.
2
5
.
2
1
UP
D
A
T
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B
A
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P
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S
04
.
0
7
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2
1
46
7
4
6
-
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W
M
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N
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B
O
A
R
D
F
R
A
M
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E
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T
R
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S
I
O
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B
0
8
.
1
8
.
2
1
49
2
3
3
-
R
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A
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D
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A
S
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P
L
A
T
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NM
B
08
.
3
1
.
2
1
49
7
2
0
-
E
X
I
S
T
I
N
G
F
O
U
N
D
A
T
I
O
N
A
N
C
H
O
R
D
E
T
A
I
L
A
D
D
E
D
NM
B
1
0
.
1
8
.
2
1
50
5
5
6
-
A
D
D
E
D
A
N
C
H
O
R
B
O
L
T
P
R
O
J
E
C
T
I
O
N
N
O
T
E
10
NM
B
1
1
.
1
9
.
2
1
51
2
4
0
-
A
D
D
E
D
A
N
C
H
O
R
B
O
L
T
P
A
T
T
E
R
N
F
O
R
B
A
S
E
P
L
A
T
E
A
N
D
A
L
T
P
L
11
NM
B
0
5
.
1
6
.
2
2
54
1
4
5
-
R
E
S
I
Z
E
D
2
1
/
2
"
S
Q
T
O
3
"
S
Q
&
U
/
D
F
O
U
N
D
A
T
I
O
N
P
E
R
R
B
A
N
O
T
E
S
12
MC
C
03
.
1
0
.
2
5
93
3
6
1
-
L
O
C
K
S
T
O
N
I
C
K
E
L
,
S
P
E
A
K
E
R
O
P
E
N
I
N
G
S
,
L
E
D
B
A
F
F
L
E
S
1" = 1' - 0"
MENU FRAMES1
10
ALUM. MENU BOARD
FRAME EXTRUSION
1'-7 1/4"
1'-5 3/4"
2'-7 1/4"
2'-5 3/4"
3'
-
1
0
1
/
2
"
3'
-
9
3
/
1
6
"
PRINTED MENU
BOARD TRANSLITE
(SUPPLIED BY
RAISING CANES)
TR
A
N
S
L
I
T
E
TRANSLITE TRANSLITE
1" = 1"
DIVIDER BAR2
10
DIVIDER BAR BETWEEN
MENU BOARDS - SET
OF 2 FOR RIGHT WING
(BOARDS AND DIVIDER
STACK TOGETHER)
1'
-
3
3
/
1
6
"
1"
1'
-
2
3
/
1
6
"
1"
1'
-
3
1
/
8
"
1'-7 1/4"
1'-5 3/4"
TRANSLITE
1'
-
3
"
1'
-
3
1
/
8
"
1'
-
3
"
MENU BOARD FRAME
BRT EXTRUSION NO. 18763
ALUM. MENU DIVIDER BAR
C.R. LAURENCE PART #H18A
COPE DIVIDER BAR 1/2" TO FIT
AS SHOWN
1'-6 1/4"
DIVIDER BAR
DIVIDER BAR BETWEEN
MENU BOARDS - 1
FOR LEFT WING
(BOARDS AND DIVIDER
STACK TOGETHER)
2'
-
6
3
/
8
"
1"
1'
-
3
1
/
8
"
2'
-
6
3
/
1
6
"
1'
-
3
"
1'-6 1/4"
DIVIDER BAR
4
6
MNU-11
Project Title
Lead Drafter
Drawn By
Project Mgr.
General Sign Specifications
Interior
Single Faced
Exterior
Double Faced
Non-Illuminated
Illuminated
Amps(+/-)
Location
Windload
Dr
a
w
i
n
g
R
e
v
i
s
i
o
n
s
Dr
a
w
n
B
y
D
a
t
e
Ch
a
n
g
e
PART NUMBER
Code
This document is the sole property of Architectural
Graphics, Inc., and all design, manufacturing,
reproduction, use and sale rights regarding the same
are expressly forbidden. It is submitted under a
confidential relationship, for a special purpose, and the
recipient, by accepting this document assumes custody
and agrees that this document will not be copied or
reproduced in whole or in part, nor its contents
revealed in any manner or to any person except for the
purpose for which it was tendered, nor any special
features peculiar to this design be incorporated in
other projects.
4 5 6 7 8
A
Type
9
115 MPH / IBC 20012
AGI EoR
Date
42314
R. KERR
NMB
T. NEWBERRY
07.07.20
PG. #:
RAI-MB-RC
Volts120
RAISING CANES
2655 International Pkwy.
Virginia Beach, VA 23452
KKJ
FS
/
P
O
R
02
.
1
8
.
2
0
45
8
6
9
-
N
E
W
L
E
N
S
E
X
T
R
U
S
I
O
N
,
B
A
S
E
C
O
V
E
R
,
W
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L
D
S
,
L
O
C
K
,
S
H
I
P
P
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N
G
PO
R
02
.
2
5
.
2
1
UP
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A
T
E
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A
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N
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B
O
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B
0
8
.
1
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2
1
49
2
3
3
-
R
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A
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B
08
.
3
1
.
2
1
49
7
2
0
-
E
X
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S
T
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N
G
F
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N
D
A
T
I
O
N
A
N
C
H
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D
E
T
A
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L
A
D
D
E
D
NM
B
1
0
.
1
8
.
2
1
50
5
5
6
-
A
D
D
E
D
A
N
C
H
O
R
B
O
L
T
P
R
O
J
E
C
T
I
O
N
N
O
T
E
10
NM
B
1
1
.
1
9
.
2
1
51
2
4
0
-
A
D
D
E
D
A
N
C
H
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R
B
O
L
T
P
A
T
T
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R
N
F
O
R
B
A
S
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P
L
A
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A
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D
A
L
T
P
L
11
NM
B
0
5
.
1
6
.
2
2
54
1
4
5
-
R
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S
I
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D
2
1
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2
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S
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3
"
S
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D
A
T
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B
A
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O
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S
12
MC
C
03
.
1
0
.
2
5
93
3
6
1
-
L
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K
S
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I
C
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,
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P
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N
I
N
G
S
,
L
E
D
B
A
F
F
L
E
S
3/4" = 1' - 0"
CAISSON FOUNDATION 1
11
DISCONNECT SWITCH
3/4" STEEL BASE PLATE
GRADE
1/2" LIQUIDTITE FLEXIBLE CONDUIT WHIP TO
OWNER PROVIDED POWER SUPPLY
3/4" X 2" - 6" THREADED ANCHOR RODS
- 2 1/4" ANCHOR BOLT PROJECTION ABOVE
CONCRETE
CONCRETE FOUNDATION
-BY G.C.
3/4" = 1' - 0"
SIDE VIEW2
11
SINGLE-POINT MAKE-UP BOX FOR FINAL CONNECTION
5'
-
0
"
2'-0"Ø 2'-0"Ø
4 4
45
9
11
MNU-12
Project Title
Lead Drafter
Drawn By
Project Mgr.
General Sign Specifications
Interior
Single Faced
Exterior
Double Faced
Non-Illuminated
Illuminated
Amps(+/-)
Location
Windload
Dr
a
w
i
n
g
R
e
v
i
s
i
o
n
s
Dr
a
w
n
B
y
D
a
t
e
Ch
a
n
g
e
PART NUMBER
Code
This document is the sole property of Architectural
Graphics, Inc., and all design, manufacturing,
reproduction, use and sale rights regarding the same
are expressly forbidden. It is submitted under a
confidential relationship, for a special purpose, and the
recipient, by accepting this document assumes custody
and agrees that this document will not be copied or
reproduced in whole or in part, nor its contents
revealed in any manner or to any person except for the
purpose for which it was tendered, nor any special
features peculiar to this design be incorporated in
other projects.
4 5 6 7 8
A
Type
9
115 MPH / IBC 20012
AGI EoR
Date
42314
R. KERR
NMB
T. NEWBERRY
07.07.20
PG. #:
RAI-MB-RC
Volts120
RAISING CANES
2655 International Pkwy.
Virginia Beach, VA 23452
KKJ
FS
/
P
O
R
02
.
1
8
.
2
0
45
8
6
9
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B
A
F
F
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S
3/4" = 1' - 0"
EXISTING FOUNDATION ANCHOR 1
12
3/4" STEEL BASE PLATE
GRADE
EXISTING CONCRETE PAD
- SIZE VARIES PER LOCATION
(4) 3/4"Ø HAS-V-36 (ASTM F1554 Gr.36)
- SET IN CONCRETE W/ HIT-HY 200
- 6" EMBEDMENT
8
MNU-13
Project Title
Lead Drafter
Drawn By
Project Mgr.
General Sign Specifications
Interior
Single Faced
Exterior
Double Faced
Non-Illuminated
Illuminated
Amps(+/-)
Location
Windload
Dr
a
w
i
n
g
R
e
v
i
s
i
o
n
s
Dr
a
w
n
B
y
D
a
t
e
Ch
a
n
g
e
PART NUMBER
Code
This document is the sole property of Architectural
Graphics, Inc., and all design, manufacturing,
reproduction, use and sale rights regarding the same
are expressly forbidden. It is submitted under a
confidential relationship, for a special purpose, and the
recipient, by accepting this document assumes custody
and agrees that this document will not be copied or
reproduced in whole or in part, nor its contents
revealed in any manner or to any person except for the
purpose for which it was tendered, nor any special
features peculiar to this design be incorporated in
other projects.
4 5 6 7 8
A
Type
9
115 MPH / IBC 20012
AGI EoR
Date
42314
R. KERR
NMB
T. NEWBERRY
07.07.20
PG. #:
RAI-MB-RC
Volts120
RAISING CANES
2655 International Pkwy.
Virginia Beach, VA 23452
KKJ
FS
/
P
O
R
02
.
1
8
.
2
0
45
8
6
9
-
N
E
W
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3/4" = 1' - 0"
SHIPPING DETAIL 1
12 3/4" = 1' - 0"
SIDE VIEW2
12
C4 X 5.4 C-CHANNEL W/ 1"Ø X 3" STEEL PIPE
SPACER
C4 X 5.4 C-CHANNEL
3'-0"
6 7/8"
3'-0"
4
MNU-14
Project Title
Lead Drafter
Drawn By
Project Mgr.
General Sign Specifications
Interior
Single Faced
Exterior
Double Faced
Non-Illuminated
Illuminated
Amps(+/-)
Location
Windload
Dr
a
w
i
n
g
R
e
v
i
s
i
o
n
s
Dr
a
w
n
B
y
D
a
t
e
Ch
a
n
g
e
PART NUMBER
Code
This document is the sole property of Architectural
Graphics, Inc., and all design, manufacturing,
reproduction, use and sale rights regarding the same
are expressly forbidden. It is submitted under a
confidential relationship, for a special purpose, and the
recipient, by accepting this document assumes custody
and agrees that this document will not be copied or
reproduced in whole or in part, nor its contents
revealed in any manner or to any person except for the
purpose for which it was tendered, nor any special
features peculiar to this design be incorporated in
other projects.
4 5 6 7 8
A
Type
9
115 MPH / IBC 20012
AGI EoR
Date
42314
R. KERR
NMB
T. NEWBERRY
07.07.20
PG. #:
RAI-MB-RC
Volts120
RAISING CANES
2655 International Pkwy.
Virginia Beach, VA 23452
KKJ
FS
/
P
O
R
02
.
1
8
.
2
0
45
8
6
9
-
N
E
W
L
E
N
S
E
X
T
R
U
S
I
O
N
,
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1 1/2" = 1'-0"
ANCHOR BOLT PATTERN1
14
3/4" STEEL BASE
PLATE
1"Ø SLOTTED HOLES
TO ACCOMMODATE
3/4" BOLTS
3"Ø ELECTRICAL
THRU HOLE
41°
8"3"
1'-2"Ø
3"
CL CLCL
1'
-
2
"
Ø
3"
8"
3"
Ø11 5/16" B
O
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C
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CL
CLCL
10
OF SLOTTED HOLES
OF
S
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8"
8"
11
"
11"
BASE PLATE
BASE PLATE(ALTERNATE)
Ø11 5/16
"
B
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C
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N
T
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R
3/4" STEEL BASE
PLATE
1"Ø SLOTTED HOLES
TO ACCOMMODATE
3/4" BOLTS
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THRU HOLE
CL CLCL
CL
CLCL
OF SLOTTED HOLES
OF
S
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1
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2
"
1
1
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1 1/2"1 1/2"
R1" T
Y
P
1 3/
4
"
MNU-15
Project Title
Lead Drafter
Drawn By
Project Mgr.
General Sign Specifications
Interior
Single Faced
Exterior
Double Faced
Non-Illuminated
Illuminated
Amps(+/-)
Location
Windload
Dr
a
w
i
n
g
R
e
v
i
s
i
o
n
s
Dr
a
w
n
B
y
D
a
t
e
Ch
a
n
g
e
PART NUMBER
Code
This document is the sole property of Architectural
Graphics, Inc., and all design, manufacturing,
reproduction, use and sale rights regarding the same
are expressly forbidden. It is submitted under a
confidential relationship, for a special purpose, and the
recipient, by accepting this document assumes custody
and agrees that this document will not be copied or
reproduced in whole or in part, nor its contents
revealed in any manner or to any person except for the
purpose for which it was tendered, nor any special
features peculiar to this design be incorporated in
other projects.
4 5 6 7 8
A
Type
9
115 MPH / IBC 20012
AGI EoR
Date
42314
R. KERR
NMB
T. NEWBERRY
07.07.20
PG. #:
RAI-MB-RC
Volts120
RAISING CANES
2655 International Pkwy.
Virginia Beach, VA 23452
KKJ
FS
/
P
O
R
02
.
1
8
.
2
0
45
8
6
9
-
N
E
W
L
E
N
S
E
X
T
R
U
S
I
O
N
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2
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D
B
A
F
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L
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S
MNU-1
3/4" = 1' - 0"
STRUCTURAL STEEL ELEVATION2
2
CL OF TUBE
HSS2-1/2x2-1/2x1/4 STEEL TUBE
WELDED TO BASE PLATE
3/4" STEEL BASE PLATE
3/4" = 1' - 0"
PLAN VIEW1
2
FITTED 1/4" CAP PLATE WELDED TO
TUBE W/ 3/4" STEEL NUT WELDED
TO UNDER SIDE
CL
CL
6'-5 7/8"
HSS2-1/2x2-1/2x1/4 HORIZ. STEEL
TUBES WELDED TO UPRIGHT &
MECHANICALLY FASTENED TO
CABINET W/ #10 TEK SCREWS @ 24"
O.C.
5'
-
1
0
7
/
8
"
3/
4
"
1'
-
1
0
3
/
8
"
3'
-
1
0
1
/
2
"
HSS2-1/2x2-1/2x1/4 HORIZ. STEEL
TUBES WELDED TO UPRIGHT &
MECHANICALLY FASTENED TO
CABINET W/ #10 TEK SCREWS @ 24"
O.C.
1
1
/
4
"
1
2
4
4
4
4
7
5
5
3/4" STEEL BASE
PLATE
1" SLOTTED HOLES
TO ACCOMMODATE
3/4" BOLTS
3"Ø ELECTRICAL
THRU HOLE
41°
TU
B
E
8"3"
1'-2"Ø
3"
CL CLCL
1'
-
2
"
Ø
7
7
/
8
"
2
1
/
2
"
3
5
/
8
"
3"
8"
3"
Ø11 5/16" BOLT
C
E
N
T
E
R
CL
CLCL
OF SLOTTED HOLES
OF
S
L
O
T
T
E
D
H
O
L
E
S
1 1/2" = 1'-0"
BASE PLATE3
2
5/16"
Project Title
Lead Drafter
Drawn By
Project Mgr.
General Sign Specifications
Interior
Single Faced
Exterior
Double Faced
Non-Illuminated
Illuminated
Amps(+/-)
Location
Windload
Dr
a
w
i
n
g
R
e
v
i
s
i
o
n
s
Dr
a
w
n
B
y
D
a
t
e
Ch
a
n
g
e
PART NUMBER
Code
This document is the sole property of Architectural
Graphics, Inc., and all design, manufacturing,
reproduction, use and sale rights regarding the same
are expressly forbidden. It is submitted under a
confidential relationship, for a special purpose, and the
recipient, by accepting this document assumes custody
and agrees that this document will not be copied or
reproduced in whole or in part, nor its contents
revealed in any manner or to any person except for the
purpose for which it was tendered, nor any special
features peculiar to this design be incorporated in
other projects.
4 5 6 7 8
A
Type
9
115 MPH / IBC 20012
AGI EoR
Date
42314
R. KERR
NMB
T. NEWBERRY
07.07.20
PG. #:
RAI-MB-RC
Volts120
RAISING CANES
2655 International Pkwy.
Virginia Beach, VA 23452
KKJ
FS
/
P
O
R
02
.
1
8
.
2
0
45
8
6
9
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2
1
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2
4
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2
2
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1
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"
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S
12
MC
C
03
.
1
0
.
2
5
93
3
6
1
-
L
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K
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P
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S
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L
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D
B
A
F
F
L
E
S
MNU-33/4" = 1' - 0"
FRONT ELEVATION 1
3
3/4" = 1' - 0"
SECTION2
3
3/4" = 1' - 0"
PLAN SECTION3
3
2
4 3
4
1
5
1
53
2
3
3
1/4"Ø WEEP HOLES
7'-2 1/8"
6'-10 7/8"
1'-10 5/8"1 5/8"2'-10 1/2"1 5/8"1'-10 5/8"
DOOR 1 DOOR 2 DOOR 3
1
2
.090" REMOVABLE FACE PANEL FOR ACCESS TO
POWER SUPPLY MECHANICALLY FASTENED TO
ALUM. BACK W/ #10 C.C.S.S. SHEET METAL
SCREWS
2
1'
-
6
7
/
8
"
6'-10 7/8"
2
3
3
Project Title
Lead Drafter
Drawn By
Project Mgr.
General Sign Specifications
Interior
Single Faced
Exterior
Double Faced
Non-Illuminated
Illuminated
Amps(+/-)
Location
Windload
Dr
a
w
i
n
g
R
e
v
i
s
i
o
n
s
Dr
a
w
n
B
y
D
a
t
e
Ch
a
n
g
e
PART NUMBER
Code
This document is the sole property of Architectural
Graphics, Inc., and all design, manufacturing,
reproduction, use and sale rights regarding the same
are expressly forbidden. It is submitted under a
confidential relationship, for a special purpose, and the
recipient, by accepting this document assumes custody
and agrees that this document will not be copied or
reproduced in whole or in part, nor its contents
revealed in any manner or to any person except for the
purpose for which it was tendered, nor any special
features peculiar to this design be incorporated in
other projects.
4 5 6 7 8
A
Type
9
115 MPH / IBC 20012
AGI EoR
Date
42314
R. KERR
NMB
T. NEWBERRY
07.07.20
PG. #:
RAI-MB-RC
Volts120
RAISING CANES
2655 International Pkwy.
Virginia Beach, VA 23452
KKJ
FS
/
P
O
R
02
.
1
8
.
2
0
45
8
6
9
-
N
E
W
L
E
N
S
E
X
T
R
U
S
I
O
N
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1
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D
NM
B
1
0
.
1
8
.
2
1
50
5
5
6
-
A
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10
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B
1
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2
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51
2
4
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11
NM
B
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.
1
6
.
2
2
54
1
4
5
-
R
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S
I
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2
1
/
2
"
S
Q
T
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3
"
S
Q
&
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12
MC
C
03
.
1
0
.
2
5
93
3
6
1
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S
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B
A
F
F
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E
S
MNU-4
3/4" = 1' - 0"
ALUM. ELEVATION1
3A 3/4" = 1' - 0"
SECTION2
3A
1'
-
9
3
/
4
"
1/
2
"
4'
-
0
1
/
4
"
1"
1/4"1'-10 1/16"2'-9 15/16"2 1/8"1'-10 1/16"1/4"
4'
-
1
3
/
4
"
5'
-
1
1
1
/
2
"
6'-10 7/8"
3/4" ALUM. CHANNEL FRAME
.063" ALUM. FACE PANEL
(ALUM. CHANNEL) 3/4"
1/16" (FACE PANEL)
4 7/8"
FACE PANEL
FA
C
E
P
A
N
E
L
AL
U
M
.
C
H
A
N
N
E
L
ALUM. CHANNEL ALUM. CHANNELALUM. CHANNEL
4 4
2 3/16"
Project Title
Lead Drafter
Drawn By
Project Mgr.
General Sign Specifications
Interior
Single Faced
Exterior
Double Faced
Non-Illuminated
Illuminated
Amps(+/-)
Location
Windload
Dr
a
w
i
n
g
R
e
v
i
s
i
o
n
s
Dr
a
w
n
B
y
D
a
t
e
Ch
a
n
g
e
PART NUMBER
Code
This document is the sole property of Architectural
Graphics, Inc., and all design, manufacturing,
reproduction, use and sale rights regarding the same
are expressly forbidden. It is submitted under a
confidential relationship, for a special purpose, and the
recipient, by accepting this document assumes custody
and agrees that this document will not be copied or
reproduced in whole or in part, nor its contents
revealed in any manner or to any person except for the
purpose for which it was tendered, nor any special
features peculiar to this design be incorporated in
other projects.
4 5 6 7 8
A
Type
9
115 MPH / IBC 20012
AGI EoR
Date
42314
R. KERR
NMB
T. NEWBERRY
07.07.20
PG. #:
RAI-MB-RC
Volts120
RAISING CANES
2655 International Pkwy.
Virginia Beach, VA 23452
KKJ
FS
/
P
O
R
02
.
1
8
.
2
0
45
8
6
9
-
N
E
W
L
E
N
S
E
X
T
R
U
S
I
O
N
,
B
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MNU-51/4" = 1"
BLOW-UP DETAIL2
4 1/4" = 1"
DETAIL3
4
4 13/16" AGI CHANNEL.090" ALUM BACKER PANEL WELDED TO FRAME
3/4" ALUM. CHANNEL
STEEL TUBE
SEE LOCK DETAIL
COMPX NATIONAL PIN TUMBLER CYLINDER CAM
DOOR LOCK PART No. C8101-26D CONFIGURED
FOR KEY #107 (NICKEL)
(1) LOCATED MID-HEIGHT ON RIGHT SIDE OF
EACH DOOR
CUSTOMER SUPPLIED MENU BOARD
1" X 1" X 1/8" ALUM. TUBE FRAME
BRT EXTRUSION NO. 18763 LENS FRAME
1/8" IMPACT MODIFIED CLEAR ACRYLIC LENS
LAMINATED TO ANGLE FRAME W/ VHB TAPE
1/8" ALUM. V-GROOVE & FOLDED TO
2 1/8" X 1 5/16" ANGLE
3/8" FABRICATED ALUM. HINGE
- MECHANICALLY FASTENED TO
MENUBOARD W/ S.S. POP RIVETS
6" = 1'-0"
BLOW-UP DETAIL1
4
3/8" FABRICATED ALUM. HINGE
- MECHANICALLY FASTENED TO
MENUBOARD W/ S.S. POP RIVETS
1/4" = 1"
HINGE DETAIL4
4
3/8" Ø CAP SCREW W/ NYLON LOCKNUT
ANDNYLON WASHERS (TOP & BOTTOM)
13/32" Ø HOLE FOR
3/8" Ø HARDWARE
1/8" ACRYLIC CENTERING BLOCKS
LAMINATED TO INSIDE OF LENS
6" = 1' - 0"
LOCK DETAIL5
4
5
4
1
1
/
4
"
5 13/16"
3 3/4"
3 7/16"
TEAR DROP GASKET
M-D BUILDING PRODUCTS ITEM #73604 MODEL
#68668
1/8" BRAKE FORMED ALUM. ANGLE BOLT CATCH
#1 WELDED TO INTERIOR OF CABINET
-FOR DOOR 1 & 2
CUT-OUT FOR LOCK ON
1" X 1" X 1/8" ALUM. TUBE
PLAN VIEW.
SIDE VIEWFRONT VIEW
ISOMETRIC VIEW
.7
6
0
"
Ø
MI
N
.
.635"
MIN.
1
1
2
R1/8
"
2
1
/
8
"
6 7/16"
2
4
MILL DOWN TO 0.156"
4
R15/1
6
"
R11/1
6
"
R1/4
"R1/8"
1/
2
"
7/
8
"
4
4
12
R5/8"2 5/16"
CL OF POP RIVET5/16"CL OF POP RIVET
1 1/2"
CL OF POP RIVET
2 7/8"CL OF POP RIVET
4
Project Title
Lead Drafter
Drawn By
Project Mgr.
General Sign Specifications
Interior
Single Faced
Exterior
Double Faced
Non-Illuminated
Illuminated
Amps(+/-)
Location
Windload
Dr
a
w
i
n
g
R
e
v
i
s
i
o
n
s
Dr
a
w
n
B
y
D
a
t
e
Ch
a
n
g
e
PART NUMBER
Code
This document is the sole property of Architectural
Graphics, Inc., and all design, manufacturing,
reproduction, use and sale rights regarding the same
are expressly forbidden. It is submitted under a
confidential relationship, for a special purpose, and the
recipient, by accepting this document assumes custody
and agrees that this document will not be copied or
reproduced in whole or in part, nor its contents
revealed in any manner or to any person except for the
purpose for which it was tendered, nor any special
features peculiar to this design be incorporated in
other projects.
4 5 6 7 8
A
Type
9
115 MPH / IBC 20012
AGI EoR
Date
42314
R. KERR
NMB
T. NEWBERRY
07.07.20
PG. #:
RAI-MB-RC
Volts120
RAISING CANES
2655 International Pkwy.
Virginia Beach, VA 23452
KKJ
FS
/
P
O
R
02
.
1
8
.
2
0
45
8
6
9
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MNU-61/4" = 1"
DETAIL1
5
.090" REMOVABLE ALUM. BASE COVER
FASTENED TO ALUM. DOUBLER W/ #8
C.S.S.S SCREWS
3MM ACM LED BAFFLE MECHANICALLY
ATTACHED TO STEEL TUBE
1/2" X 1/2" X 1/16" X 3" ALUM. ANGLE HANDLE
WELDED TO FRAME FOR LIFT AND DROP
INSTALLATION AND REMOVAL
2 13/16" MITER CUT AGI CHANNEL FRAME
-TOP & SIDES
.090" ALUM. BACK PANEL WELDED TO CHANNEL
FRAME
3/8" X 3/4" X 1/16" ALUM. ANGLE LENS RETAINER
MECHANICALLY FASTENED TO TUBE FRAME W/
#8 S.S.P.H. SCREWS
3/8" X 3/8" X 1/16" ALUM. ANGLE POP RIVETED
TO ALUM TUBE
1/2" X 1/2" X 1/16" ALUM. TUBE
.090" X 7 3/4" WIDE ALUM DOUBLER
MECHANICALLY FASTENED TO BOTTOM OF
CHANNEL FRAME AND TUBE FRAME W/ #10 TEKS
SCREWS AT 12" O.C.
2"
1/2" = 1"
LOCK CATCH DETAIL3
5
TEAR DROP GASKET
M-D BUILDING PRODUCTS ITEM #73604
MODEL #68668
TOP FLANGE IS EXTENDED 1/8" FROM BOTTOM
AND SIDES TO PREVENT WATER INGRESS
.063" ALUM. FACE PANEL
-SEE DETAIL
.090" REMOVABLE FACE PANEL FOR ACCESS
TO POWER SUPPLY MECHANICALLY
FASTENED TO ALUM. BACK W/ #10 C.C.S.S. SHEET
METAL SCREWS
.063" BRAKEFORMED ELECTRICAL TRAY WELDED
TO INSIDE OF ALUM. BACK PANEL
-SEE DETAIL
1/8" BRAKEFORMED ALUM. CHANNEL
WELDED TO AGI CHANNEL FRAME
-SEE DETAIL
3" = 1' - 0"
ALUM. B/F CHANNEL DETAIL4
5
1
1
/
4
"
5 5/16"1/8" BRAKEFORMED ALUM. CHANNEL
1 5/16"
2
2
2
4
4
4
4
5
1
/
2
"
0.090"
2"
1
7
/
8
"
5/
8
"
0.090" X 2" X 4 13/16" ALUM. BAR
WELDED TO ALUM. CHANNEL
LOCK CATCH PLATE
-SEE DETAIL
1"
CL
OF
S
L
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D
H
O
L
E
CL
CL
OF
A
N
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D
S
L
O
T
15
°
1/4"-20 BOLT AND RIVET NUT
5/16"Ø X 1"L SLOTTED HOLE
0.090 ALUM. PLATE
1/2" = 1"
LOCK CATCH BLOW UP DETAIL2
5
4
Project Title
Lead Drafter
Drawn By
Project Mgr.
General Sign Specifications
Interior
Single Faced
Exterior
Double Faced
Non-Illuminated
Illuminated
Amps(+/-)
Location
Windload
Dr
a
w
i
n
g
R
e
v
i
s
i
o
n
s
Dr
a
w
n
B
y
D
a
t
e
Ch
a
n
g
e
PART NUMBER
Code
This document is the sole property of Architectural
Graphics, Inc., and all design, manufacturing,
reproduction, use and sale rights regarding the same
are expressly forbidden. It is submitted under a
confidential relationship, for a special purpose, and the
recipient, by accepting this document assumes custody
and agrees that this document will not be copied or
reproduced in whole or in part, nor its contents
revealed in any manner or to any person except for the
purpose for which it was tendered, nor any special
features peculiar to this design be incorporated in
other projects.
4 5 6 7 8
A
Type
9
115 MPH / IBC 20012
AGI EoR
Date
42314
R. KERR
NMB
T. NEWBERRY
07.07.20
PG. #:
RAI-MB-RC
Volts120
RAISING CANES
2655 International Pkwy.
Virginia Beach, VA 23452
KKJ
FS
/
P
O
R
02
.
1
8
.
2
0
45
8
6
9
-
N
E
W
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MNU-7
1 1/2" = 1'-0"
FRONT ELEVATION @ BASE COVER2
6
1 1/2" = 1'-0"
PLAN VIEW @ BASE COVER1
6
3" = 1'-0"
SECTION @ BASE COVER3
6
FRONT COVER
.090" X 7 3/4" WIDE ALUM DOUBLER
WELDED TO BOTTOM OF CHANNEL
.090" REMOVABLE ALUM. BASE
COVER(FRONT & REAR) FASTENED TO
ALUM. DOUBLER W/ #8 C.S.S.S SCREWS
D
O
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B
L
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DOUBLER
CUT-OUT
FR
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A
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CO
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CUT-OUT FOR BASE CABINET & STEEL
UPRIGHT
.090" REMOVABLE BREAK FORMED
ALUM. BASE COVER
1'
-
3
1
/
4
"
10
7
/
8
"
4
3
/
8
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5
3
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4
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4
5
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1
6
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4
5
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8
7
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8
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1
3
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OUTLINE OF DOUBLER
7'-2 1/8"
1 5/8"
7'-1 15/16"
2
7
/
8
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7'-2 1/8"
1'-3 1/4"
5 3/4"4 1/16"
REAR
COVER
5
1
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8
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CU
T
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REAR & FRONT COVER
B/F ALUM. CHANNEL
1
2
2
2
2 2
3
3
3
3
4
6'-10 7/8"1 5/8"
1'-7 15/16"4"3'-2 1/4"4"1'-7 15/16"
1
1
1
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1'
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1
9
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1
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OF
R
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C
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S
4 4 4 4 4
4
5
RECESS RECESS1'-9 15/16"3'-6 1/4"1'-9 15/16"
OF RECESSCL CL
13
/
1
6
"
CL
5 5 5
Project Title
Lead Drafter
Drawn By
Project Mgr.
General Sign Specifications
Interior
Single Faced
Exterior
Double Faced
Non-Illuminated
Illuminated
Amps(+/-)
Location
Windload
Dr
a
w
i
n
g
R
e
v
i
s
i
o
n
s
Dr
a
w
n
B
y
D
a
t
e
Ch
a
n
g
e
PART NUMBER
Code
This document is the sole property of Architectural
Graphics, Inc., and all design, manufacturing,
reproduction, use and sale rights regarding the same
are expressly forbidden. It is submitted under a
confidential relationship, for a special purpose, and the
recipient, by accepting this document assumes custody
and agrees that this document will not be copied or
reproduced in whole or in part, nor its contents
revealed in any manner or to any person except for the
purpose for which it was tendered, nor any special
features peculiar to this design be incorporated in
other projects.
4 5 6 7 8
A
Type
9
115 MPH / IBC 20012
AGI EoR
Date
42314
R. KERR
NMB
T. NEWBERRY
07.07.20
PG. #:
RAI-MB-RC
Volts120
RAISING CANES
2655 International Pkwy.
Virginia Beach, VA 23452
KKJ
FS
/
P
O
R
02
.
1
8
.
2
0
45
8
6
9
-
N
E
W
L
E
N
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X
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3/4" = 1' - 0"
REAR ELEVATION1
7
CL CL CL CL
(8) 3" VENTS IN CABINET BACK FOR
VENTILATION
EQ 1'-7 1/8"2'-0 7/16"1'-7 1/8"EQ
6'-10 7/8"
4'
-
1
1
/
4
"
1'
-
6
7
/
8
"
5
1
/
2
"
3'
-
2
1
/
4
"
5
1
/
2
"
1
.090" ALUM. BACK PANEL WELDED TO CHANNEL
FRAME
2
2
4
2
6'-10 7/8"
3
MNU-8
Project Title
Lead Drafter
Drawn By
Project Mgr.
General Sign Specifications
Interior
Single Faced
Exterior
Double Faced
Non-Illuminated
Illuminated
Amps(+/-)
Location
Windload
Dr
a
w
i
n
g
R
e
v
i
s
i
o
n
s
Dr
a
w
n
B
y
D
a
t
e
Ch
a
n
g
e
PART NUMBER
Code
This document is the sole property of Architectural
Graphics, Inc., and all design, manufacturing,
reproduction, use and sale rights regarding the same
are expressly forbidden. It is submitted under a
confidential relationship, for a special purpose, and the
recipient, by accepting this document assumes custody
and agrees that this document will not be copied or
reproduced in whole or in part, nor its contents
revealed in any manner or to any person except for the
purpose for which it was tendered, nor any special
features peculiar to this design be incorporated in
other projects.
4 5 6 7 8
A
Type
9
115 MPH / IBC 20012
AGI EoR
Date
42314
R. KERR
NMB
T. NEWBERRY
07.07.20
PG. #:
RAI-MB-RC
Volts120
RAISING CANES
2655 International Pkwy.
Virginia Beach, VA 23452
KKJ
FS
/
P
O
R
02
.
1
8
.
2
0
45
8
6
9
-
N
E
W
L
E
N
S
E
X
T
R
U
S
I
O
N
,
B
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3/4" = 1' - 0"
LED LAYOUT1
8
AGILIGHT ULTRA 650 65K WHITE LEDS
- LEFT & RIGHT - 2 ROWS OF 6 (12)
- CENTER - 3 ROWS OF 6 (18)
POWER HOLE INTO CABINET TO BE ON
OPPOSITE SIDE OF SWITCH
(TYP.)
(1) 60W POWER SUPPLY MOUNTED TO
ELECTRICAL TRAY IN LOWER CABINET
ALL LOW VOLTAGE WIRES TO HAVE A DRIP
LOOP BEFORE PS CONNECTION
1'-8 5/16"
LED PANEL
LE
D
P
A
N
E
L
DISCONNECT SWITCH
8
3
/
1
6
"
3
1
/
2
"
6'-10 15/16"
1 5/8"3'-2 3/16"3 5/16"3'-2 3/16"
ELECTRICAL TRAY ELECTRICAL TRAY
1 5/8"
ELECTRICAL TRAY
4'
-
1
"
10"
1
2
12
2'-9 1/16"1'-8 5/16"
MNU-9
Windspeed:
Program/Customer:
Engineer:
Sign Type:
Illumination:
Voltage:
Interior/Exterior:
Part Number:
DESCRIPTION:
A A
B B
4
4
3
3
2
2
1
1
AN
S
I
B
-
S
I
Z
E
D
R
A
W
I
N
G
-
C
O
R
E
L
:
0
3
.
2
4
.
2
2
OPEN -1.1
REV.ECR NUMBER REV CHANGE DATE DRAFTER
REVISIONS
13
TRAVIS NEWBERRY
RAISING CANE'S
SCALE: 1:8 RAI-SUS002
INTERIOR
NEON SUSPENDED POLY CASE
N/A
NEON SIGN
ILLUMINATED
120/277
CORRECTED DIMENSION ERROR IN TABLE
CORRECTED DIMENSION ERROR IN TABLE
U/D PIPE SLEEVE FROM 3/4"Ø TO 1"Ø, U/D CLEVIS PIN FOR 1" PIPE
ADDED CFOGL & OPENV, ADDED THUMBNAILS, AND U/D DIMSINITIAL RELEASE
D
D
E
CA
NMB
NMB
NMB
NMBMCC
96070
96070
98314
9512193377
07/25/2025
07/25/2025
11/26/2025
05/28/202503.17.2025UPDATE TUBE APPROX./TRANSFORMER LOADCHICKEN FINGERS OGUPDATE TUBE APPROX./TRANSFORMER LOADCHICKEN FINGERS OGBB MCCMCC942109421004/10/202504.10.2025
RAI-SUS002-OPEN-W
NEON LAYOUT
SCALE 1:4
NOTE:
1.)TRANSFORMER REQUIREMENTS ARE ESTIMATES ONLY.
ACTUAL MEASUREMENTS TO BE TAKEN AFTER FABRICATION.
2.) BLACK OUT AND PAINT TO MATCH SIGN BACKGROUND
ALL DOUBLE BACKS AND TRANSITIONS.
NOTE:
1.)(1) 20A, 120V CIRCUIT IS REQUIRED FOR THIS SIGN.
T 012.35 9030 P5G-2E
FRANCE TRANSFORMER SCHEDULE
TRANSFORMERT#AMPS
* ADD 1 FOOT FOR EACH PAIR OF ELECTRODES
*NEON GROUPS WITH MULTIPLE TUBE SIZES, FOR ESTIMATION PURPOSES, USE LARGEST TUBE SIZE
T 01 4030 P5G-2E'OPEN'72"6 7 10 1.15
LUMINOUS FOOTAGE TABLE
T#
APPROX.
TUBING
(INCHES)
AMPSTUBE SIZE
(MILLIMETERS)
FRANCE TRANSFORMER
PART NUMBER
APPROX.
TUBING
(FEET)
APPROX.
TUBING W/
ELECTRODES
(FEET)*
NEON GROUP
T 01 4030 P5G-2E'SWOOP'54"5 6 13 1.15
1 11
/
1
6
"
3 13/
1
6
"
3/4"
3/4"
1"
1/
2
"
1
/
2
"
1/
2
"
1"
1 1/4"
1 1/4"
1"
1"
3
/
4
"
1"
1"
1"
LENGTH: 72"
LENGTH: 54"NEON LETTERS ARE
10MM NEON VOLTEC 'SNOW WHITE'
-SEE LUMINOUS FOOTAGE CHART
FOR TRANSFORMER REQUIREMENTS
NEON 'SWOOP' IS
13MM NEON VOLTEC 'CLEAR BRITE YELLOW'
-SEE LUMINOUS FOOTAGE CHART
FOR TRANSFORMER REQUIREMENTS
1.)TRANSFORMER REQUIREMENTS ARE ESTIMATES ONLY.
ACTUAL MEASUREMENTS TO BE TAKEN AFTER FABRICATION.
2.) BLACK OUT ALL DOUBLE BACKS AND TRANSITIONS.
3.) (1) 20A, 120V CIRCUIT IS REQUIRED FOR THIS SIGN.
NOTE:
RAI-SUS002-OPEN-W
Windspeed:
Program/Customer:
Engineer:
Sign Type:
Illumination:
Voltage:
Interior/Exterior:
Part Number:
DESCRIPTION:
A A
B B
4
4
3
3
2
2
1
1
AN
S
I
B
-
S
I
Z
E
D
R
A
W
I
N
G
-
C
O
R
E
L
:
0
3
.
2
4
.
2
2
REV.ECR NUMBER REV CHANGE DATE DRAFTER
REVISIONS
13
TRAVIS NEWBERRY
RAISING CANE'S
SCALE: 1:8
INTERIOR
NEON SUSPENDED POLY CASE
N/A
NEON SIGN
ILLUMINATED
120/277
CORRECTED DIMENSION ERROR IN TABLE
CORRECTED DIMENSION ERROR IN TABLE
U/D PIPE SLEEVE FROM 3/4"Ø TO 1"Ø, U/D CLEVIS PIN FOR 1" PIPE
ADDED CFOGL & OPENV, ADDED THUMBNAILS, AND U/D DIMSINITIAL RELEASE
D
D
E
CA
NMB
NMB
NMB
NMBMCC
96070
96070
98314
9512193377
07/25/2025
07/25/2025
11/26/2025
05/28/202503.17.2025UPDATE TUBE APPROX./TRANSFORMER LOADCHICKEN FINGERS OGUPDATE TUBE APPROX./TRANSFORMER LOADCHICKEN FINGERS OGBB MCCMCC942109421004/10/202504.10.2025 THIN(HIDDEN LINES, ETC.) VISIBLE EDGES
EMPHASIZED
SECTION OUTLINE
(OUTSIDE EDGES
OF SECTION)
LINE WEIGHTS AT 1:1
ANSI32 STEEL ANSI ALUM.
CROSS HATCHES
ANSI CONCRETE GROUND
PHANTOM/HIDDEN
CENTER
LINE STYLES
REV.ECR NUMBER REV CHANGE DATE DRAFTER
REVISIONS
INITIAL RELEASE JA*44221 10/23/20
NOTE:
1.) THREADED ROD WILL BE PROVIDED
STANDARD
- ALL OTHER HARDWARE IS TO BE
PROVIDED BY THE INSTALLER AS REQ.
MA
S
O
N
R
Y
WO
O
D
ME
T
A
L
3/4" ZINC PLATED STEEL
THREADED ROD THRU WALL
3/4" LAGS WITH SHIELDS
3/4" LAG BOLTS
3/4" TOGGLE BOLTS
MOUNTING HARDWARE
CHART
NOTES:
1.) GALVANIZED PIPE TO BE
CLEANED OF ANY FACTORY
MARKINGS
2.) ADD AN EQUIPMENT GROUND
TO GALVANIZED PIPES
4 1/2"
OF
MOUNTING
1 1/2" CONTINUOUS PIANO HINGE IS POP
RIVETED TO POLYCARBONATE BOTTOM & MECHANICALLY
FASTENED TO POLYCARBONATE BACKER & ALUM. TUBE FRAME
W/ #6 S.S.P.H. SHEET METAL SCREWS
(1) STRIP OF 1/2" WIDE CLEAR 3M DUAL LOCK
POLYCARBONATE DOOR @ TUBE FRAME @ CENTER ONLY
3/16" POLYCARBONATE CASE W/ MATTE FINISH IS
OPEN @ FRONT W/ #10-32 X 5/8" LONG
18-8 S.S.KNURLED HEAD CAPTIVE PANEL SCREW
W/ SLOTTED DRIVE MCMASTER CARR #91035A508
W/ 18-8 S.S. RETAINER FOR 10-32 THREAD
MCMASTER CARR #91065A720
SECTION A-A
SCALE 1:8 DETAIL A
SCALE 1:4
PIPE FLANGE DETAIL
SCALE 1:2
1/2" X 1/2" X 1/16" SQUARE ALUM. TUBE FRAME
WELDED TOGETHER
1/2" GALVANIZED MALLEABLE IRON FLOOR FLANGE
-SEE DETAIL
1/4"-20 BOLTS
3/16" POLYCARBONATE BOTTOM HINGES OPEN
TO ALLOW FOR ACCESS
MOUNTING HARDWARE AS REQUIRED
- REFER TO MOUNTING CHART
OF MOUNTING OF GRAPHIC
EQ.EQ.C
C
W
STRUCTURAL ELEVATION
SCALE 1:8
A
A
RETAINER LOCK CLEVIS PIN
-INSTALLER TO DRILL 5/16"Ø HOLE INTO PIPES AND
JOIN PIPES USING A ROUNDED RETAINER WIRE LOCK
1/4"Ø CLEVIS PIN AT REQUIRED HEIGHT
1"Ø X 24" GALVANIZED STEEL PIPE
(MCMASTER-CARR PART #1867N56)
-INSTALLER TO CUT IN FIELD TO ADJUST HEIGHT
-(2) REQ'D
GALVANIZED STEEL PIPE FLANGE
-SEE DETAIL
18
"
M
A
X
CU
T
L
E
N
G
T
H
1/2"Ø X 6" LONG GALVANIZED THREADED STEEL PIPE
(HOME DEPOT #563-060HN)
2
3
/
8
"
OF
C
L
E
V
I
S
P
I
N
NOTE:
FOR CHICKEN FINGERS NEON RAI-SUS002-CF-NEON
ADD ADDITIONAL SUPPORT 1/2"X1/2"X1/16" TUBE
CENTERED ON TUBE FRAME
FH
OF
C
L
E
V
I
S
P
I
N
1"
3
1
3
/
1
6
"
4
5
/
1
6
"
1
/
2
"
1 1/2"
3"
3"
1
1
/
2
"
3
/
4
"
3
/
4
"
OF MOUNTING
HOLES
OF
M
O
U
N
T
I
N
G
HO
L
E
S
FLOOR FLANGE DETAIL
SCALE 1:2
3/4" 3/4"
3/8"Ø THRU HOLE FOR
1/4" MOUNTING HARDWARE
THREADED HOLE FOR
1/2"Ø GALVANIZED STEEL PIPE
1/2" GALVANIZED MALLEABLE
IRON FLOOR FLANGE
(HOME DEPOT #511-603HN
OR EQUIVALENT)
-(2) REQ'D
1" NPT MEDIUM PRESSURE
GALVANIZED PIPE FLANGE
MCM PART #1733N13
- OR EQUIVALENT
- (2) REQR'D
HOLES TO ACCOMMODATE
3/4" BOLT DIAMETER
THREADED HOLE FOR
1" Ø NPTF GALVANIZED
STEEL PIPE
4 7/8"
±1"
3/4"
4
7
/
8
"
2"
D
D
D
RAI-SUS002
OPEN -1.2
Windspeed:
Program/Customer:
Engineer:
Sign Type:
Illumination:
Voltage:
Interior/Exterior:
Part Number:
DESCRIPTION:
A A
B B
4
4
3
3
2
2
1
1
AN
S
I
B
-
S
I
Z
E
D
R
A
W
I
N
G
-
C
O
R
E
L
:
0
3
.
2
4
.
2
2
REV.ECR NUMBER REV CHANGE DATE DRAFTER
REVISIONS
13
TRAVIS NEWBERRY
RAISING CANE'S
SCALE: 1:8 RAI-SUS002
INTERIOR
NEON SUSPENDED POLY CASE
N/A
NEON SIGN
ILLUMINATED
120/277
CORRECTED DIMENSION ERROR IN TABLE
CORRECTED DIMENSION ERROR IN TABLE
U/D PIPE SLEEVE FROM 3/4"Ø TO 1"Ø, U/D CLEVIS PIN FOR 1" PIPE
ADDED CFOGL & OPENV, ADDED THUMBNAILS, AND U/D DIMSINITIAL RELEASE
D
D
E
CA
NMB
NMB
NMB
NMBMCC
96070
96070
98314
9512193377
07/25/2025
07/25/2025
11/26/2025
05/28/202503.17.2025UPDATE TUBE APPROX./TRANSFORMER LOADCHICKEN FINGERS OGUPDATE TUBE APPROX./TRANSFORMER LOADCHICKEN FINGERS OGBB MCCMCC942109421004/10/202504.10.2025
037
TRANFORMER BOX
THIN(HIDDEN LINES, ETC.) VISIBLE EDGES
EMPHASIZED
SECTION OUTLINE
(OUTSIDE EDGES
OF SECTION)
LINE WEIGHTS AT 1:1
ANSI32 STEEL ANSI ALUM.
CROSS HATCHES
ANSI CONCRETE GROUND
PHANTOM/HIDDEN
CENTER
LINE STYLES
REV.ECR NUMBER REV CHANGE DATE DRAFTER
REVISIONS
INITIAL RELEASE JA*44221 10/23/20
NOTES:
1.) TRANSFORMER IS MOUNTED REMOTELY.
2.) CONNECT 14 GA GROUND WIRE TO EACH MOUNTING
FLANGE & TO GROUND LUG PROVIDED ON TRANSFORMER.
-CONNECT TRANSFORMER GROUND TO SERVICE GROUND
AT PANEL BOX.
NEON LETTERS
GTO WIRE
ALUM. HINGE
4 1/2"
TECNOLUX SILIFLEX BLACK GTO 15
W/ BLACK ELECTRODE BOOTS
GRAB IT TUBE SUPPORTS ARE PO
RIVETED TO BACK OF
POLYCARBONATE CASE
3M DUAL LOCK
(2) KNURLED HEAD SCREWS
ELECTRICAL TO PASS THRU
MOUNTING TUBE TO ACCESS
REMOTE POWER IN ATTIC
SECTION
SCALE 1:2
WIRE-LOCK CLEVIS PIN
MCM #98416A011
1004-1045 STEEL,
ROUND WITH LOOP,
1/4" Ø, 2" LONG
1 5/8"
1 1/8"
2"
1
5
/
8
"
9
/
1
6
"
1
/
4
"
WIRE-LOCK CLEVIS PIN DETAIL
SCALE 1:1
TRANSFORMER
-SEE NEON LAYOUT
NEON LETTERS
-REFER TO NEON LAYOUT WIRE RETAINER CLEVIS PIN
MCM #98416A568
1008-1018 STEEL,
ROUND WITH LOOP,
1/4" Ø, 2 1/4" LONG,
1 3/4" USABLE LENGTH
1
/
4
"
WIRE-LOCK CLEVIS PIN DETAIL
SCALE 1:1
WIRE-LOCK CLEVIS PIN DETAIL
SCALE 1:1
2"
1 5/8"
2"
11/16"
1 1/4"
1 3/4"
1
5
/
8
"
1
5
/
8
"
9
/
1
6
"
1
/
4
"
1
/
2
"
OPEN -1.3
Project Title
Lead Drafter
Drawn By
Project Mgr.
General Sign Specifications
Interior
Single Faced
Exterior
Double Faced
Non-Illuminated
Illuminated
Amps(+/-)
Location
Windload
Dr
a
w
i
n
g
R
e
v
i
s
i
o
n
s
Dr
a
w
n
B
y
D
a
t
e
Ch
a
n
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e
Sign Type
Code
This document is the sole property of Architectural
Graphics, Inc., and all design, manufacturing,
reproduction, use and sale rights regarding the same
are expressly forbidden. It is submitted under a
confidential relationship, for a special purpose, and the
recipient, by accepting this document assumes custody
and agrees that this document will not be copied or
reproduced in whole or in part, nor its contents
revealed in any manner or to any person except for the
purpose for which it was tendered, nor any special
features peculiar to this design be incorporated in
other projects.
6 7 8
A
Type
9
140 MPH / IBC 2012
AGI EoR
Date
15984
B. ALLEN
JRB
T. NEWBERRY
02.20.17
PG. #:
RC-PS-MB
Volts120
RAISING CANES
2655 International Pkwy.
Virginia Beach, VA 23452
KK
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.
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04
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4
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B
10
.
1
8
.
2
1
50
5
5
6
-
A
D
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N
C
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B
O
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P
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13
NM
B
1
1
.
1
9
.
2
1
51
2
4
0
-
A
D
D
E
D
A
N
C
H
O
R
B
O
L
T
P
A
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T
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R
N
F
O
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B
A
S
E
P
L
&
A
L
T
P
L
14
NM
B
0
4
.
1
6
.
2
2
53
4
4
3
-
A
D
D
E
D
W
E
L
D
N
O
T
E
&
E
L
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C
.
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I
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F
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3
"
T
O
2
1
/
2
"
PRE-1
FABRICATED ALUM. CABINET IS POWDER COATED
TIGER DRYLAC 039/80170 'BLACK'
DISCONNECT SWITCH
FABRICATED ALUM. CLADDING BASE COVER AND
ESCUTCHEON IS POWDER COATED TIGER DRYLAC
039/80170 'BLACK'
3/4" = 1' - 0"
FRONT ELEVATION2
2 3/4" = 1' - 0"
SIDE VIEW3
2
3/4" = 1' - 0"
PLAN VIEW1
2
3/16" FABRICATED ALUM. HINGE
- MECHANICALLY FASTENED TO
MENUBOARD W/ S.S. POP RIVETS
EXPECTED GRADE
1
4
6'
-
0
"
4'
-
2
3
/
4
"
1'
-
9
1
/
4
"
1'
-
6
3
/
8
"
2
7
/
8
"
1'-11 9/16"7 1/4"
1'-8 1/4"
1'-5"
1'-3 1/4"
3 15/16"
5
ESTIMATED WEIGHT: 200 lbs
5
6
Project Title
Lead Drafter
Drawn By
Project Mgr.
General Sign Specifications
Interior
Single Faced
Exterior
Double Faced
Non-Illuminated
Illuminated
Amps(+/-)
Location
Windload
Dr
a
w
i
n
g
R
e
v
i
s
i
o
n
s
Dr
a
w
n
B
y
D
a
t
e
Ch
a
n
g
e
Sign Type
Code
This document is the sole property of Architectural
Graphics, Inc., and all design, manufacturing,
reproduction, use and sale rights regarding the same
are expressly forbidden. It is submitted under a
confidential relationship, for a special purpose, and the
recipient, by accepting this document assumes custody
and agrees that this document will not be copied or
reproduced in whole or in part, nor its contents
revealed in any manner or to any person except for the
purpose for which it was tendered, nor any special
features peculiar to this design be incorporated in
other projects.
6 7 8
A
Type
9
140 MPH / IBC 2012
AGI EoR
Date
15984
B. ALLEN
JRB
T. NEWBERRY
02.20.17
PG. #:
RC-PS-MB
Volts120
RAISING CANES
2655 International Pkwy.
Virginia Beach, VA 23452
KK
J
0
6
.
2
8
.
1
9
37
0
2
2
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0
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36
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1
6
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C
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O
1
4
0
M
P
H
(
N
O
S
T
R
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T
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A
L
C
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A
N
G
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)
KK
J
0
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.
0
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0
8
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1
2
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1
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43
1
2
0
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FD
S
02
.
1
5
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2
1
45
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6
9
-
C
A
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L
O
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T
F
O
R
M
B
E
X
T
R
U
S
I
O
N
10 11
RA
S
04
.
0
7
.
2
1
46
7
4
6
-
A
D
D
E
D
N
E
W
M
E
N
U
B
O
A
R
D
F
R
A
M
E
E
X
T
R
U
S
I
O
N
12
NM
B
10
.
1
8
.
2
1
50
5
5
6
-
A
D
D
E
D
A
N
C
H
O
R
B
O
L
T
P
R
O
J
E
C
T
I
O
N
N
O
T
E
13
NM
B
1
1
.
1
9
.
2
1
51
2
4
0
-
A
D
D
E
D
A
N
C
H
O
R
B
O
L
T
P
A
T
T
E
R
N
F
O
R
B
A
S
E
P
L
&
A
L
T
P
L
14
NM
B
0
4
.
1
6
.
2
2
53
4
4
3
-
A
D
D
E
D
W
E
L
D
N
O
T
E
&
E
L
E
C
.
H
O
L
E
S
I
Z
E
F
R
O
M
3
"
T
O
2
1
/
2
"
3/4" = 1' - 0"
SHIPPING DETAIL 1
10 3/4" = 1' - 0"
SIDE VIEW2
10
C4 X 5.4 C-CHANNEL W/ 1"Ø X 3" STEEL PIPE
SPACER
C4 X 5.4 C-CHANNEL
1'-9"
3'-0"3'-0"
PRE-10
Project Title
Lead Drafter
Drawn By
Project Mgr.
General Sign Specifications
Interior
Single Faced
Exterior
Double Faced
Non-Illuminated
Illuminated
Amps(+/-)
Location
Windload
Dr
a
w
i
n
g
R
e
v
i
s
i
o
n
s
Dr
a
w
n
B
y
D
a
t
e
Ch
a
n
g
e
Sign Type
Code
This document is the sole property of Architectural
Graphics, Inc., and all design, manufacturing,
reproduction, use and sale rights regarding the same
are expressly forbidden. It is submitted under a
confidential relationship, for a special purpose, and the
recipient, by accepting this document assumes custody
and agrees that this document will not be copied or
reproduced in whole or in part, nor its contents
revealed in any manner or to any person except for the
purpose for which it was tendered, nor any special
features peculiar to this design be incorporated in
other projects.
6 7 8
A
Type
9
140 MPH / IBC 2012
AGI EoR
Date
15984
B. ALLEN
JRB
T. NEWBERRY
02.20.17
PG. #:
RC-PS-MB
Volts120
RAISING CANES
2655 International Pkwy.
Virginia Beach, VA 23452
KK
J
0
6
.
2
8
.
1
9
37
0
2
2
-
P
O
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P
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0
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0
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.
1
9
36
8
1
6
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C
H
A
N
G
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D
T
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1
4
0
M
P
H
(
N
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)
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1
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D
FD
S
02
.
1
5
.
2
1
45
8
6
9
-
C
A
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T
F
O
R
M
B
E
X
T
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S
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O
N
10 11
RA
S
04
.
0
7
.
2
1
46
7
4
6
-
A
D
D
E
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M
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N
U
B
O
A
R
D
F
R
A
M
E
E
X
T
R
U
S
I
O
N
12
NM
B
10
.
1
8
.
2
1
50
5
5
6
-
A
D
D
E
D
A
N
C
H
O
R
B
O
L
T
P
R
O
J
E
C
T
I
O
N
N
O
T
E
13
NM
B
1
1
.
1
9
.
2
1
51
2
4
0
-
A
D
D
E
D
A
N
C
H
O
R
B
O
L
T
P
A
T
T
E
R
N
F
O
R
B
A
S
E
P
L
&
A
L
T
P
L
14
NM
B
0
4
.
1
6
.
2
2
53
4
4
3
-
A
D
D
E
D
W
E
L
D
N
O
T
E
&
E
L
E
C
.
H
O
L
E
S
I
Z
E
F
R
O
M
3
"
T
O
2
1
/
2
"
PRE-11
Project Title
Lead Drafter
Drawn By
Project Mgr.
General Sign Specifications
Interior
Single Faced
Exterior
Double Faced
Non-Illuminated
Illuminated
Amps(+/-)
Location
Windload
Dr
a
w
i
n
g
R
e
v
i
s
i
o
n
s
Dr
a
w
n
B
y
D
a
t
e
Ch
a
n
g
e
Sign Type
Code
This document is the sole property of Architectural
Graphics, Inc., and all design, manufacturing,
reproduction, use and sale rights regarding the same
are expressly forbidden. It is submitted under a
confidential relationship, for a special purpose, and the
recipient, by accepting this document assumes custody
and agrees that this document will not be copied or
reproduced in whole or in part, nor its contents
revealed in any manner or to any person except for the
purpose for which it was tendered, nor any special
features peculiar to this design be incorporated in
other projects.
6 7 8
A
Type
9
140 MPH / IBC 2012
AGI EoR
Date
15984
B. ALLEN
JRB
T. NEWBERRY
02.20.17
PG. #:
RC-PS-MB
Volts120
RAISING CANES
2655 International Pkwy.
Virginia Beach, VA 23452
KK
J
0
6
.
2
8
.
1
9
37
0
2
2
-
P
O
W
D
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0
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1
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36
8
1
6
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W
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D
L
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D
C
H
A
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G
E
D
T
O
1
4
0
M
P
H
(
N
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C
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)
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J
0
9
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0
3
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37
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T
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0
8
.
1
2
.
1
9
43
1
2
0
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L
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T
A
D
D
E
D
FD
S
02
.
1
5
.
2
1
45
8
6
9
-
C
A
L
L
O
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T
F
O
R
M
B
E
X
T
R
U
S
I
O
N
10 11
RA
S
04
.
0
7
.
2
1
46
7
4
6
-
A
D
D
E
D
N
E
W
M
E
N
U
B
O
A
R
D
F
R
A
M
E
E
X
T
R
U
S
I
O
N
12
NM
B
10
.
1
8
.
2
1
50
5
5
6
-
A
D
D
E
D
A
N
C
H
O
R
B
O
L
T
P
R
O
J
E
C
T
I
O
N
N
O
T
E
13
NM
B
1
1
.
1
9
.
2
1
51
2
4
0
-
A
D
D
E
D
A
N
C
H
O
R
B
O
L
T
P
A
T
T
E
R
N
F
O
R
B
A
S
E
P
L
&
A
L
T
P
L
14
NM
B
0
4
.
1
6
.
2
2
53
4
4
3
-
A
D
D
E
D
W
E
L
D
N
O
T
E
&
E
L
E
C
.
H
O
L
E
S
I
Z
E
F
R
O
M
3
"
T
O
2
1
/
2
"
1 1/2" = 1'-0"
ANCHOR BOLT PATTERN1
12
3/4" STEEL BASE
PLATE
1"Ø SLOTTED HOLES
TO ACCOMMODATE
3/4" BOLTS
2 1/2"Ø ELECTRICAL
THRU HOLE
41°
8"3"
1'-2"Ø
3"
CL CLCL
1'
-
2
"
Ø
3"
8"
3"
Ø11 5/16" B
O
L
T
C
E
N
T
E
R
CL
CLCL
13
OF SLOTTED HOLES
OF
S
L
O
T
T
E
D
H
O
L
E
S
8"
8"
11
"
11"
BASE PLATE
BASE PLATE(ALTERNATE)
Ø11 5/16
"
B
O
L
T
C
E
N
T
E
R
3/4" STEEL BASE
PLATE
1"Ø SLOTTED HOLES
TO ACCOMMODATE
3/4" BOLTS
2 1/2"Ø ELECTRICAL
THRU HOLE
CL CLCL
CL
CLCL
OF SLOTTED HOLES
OF
S
L
O
T
T
E
D
H
O
L
E
S
1
1
/
2
"
1
1
/
2
"
1 1/2"1 1/2"
R1" TYP
1 3/
4
"
3/16"TYP.
14
14
14
3/16"TYP.
14
PRE-12
Project Title
Lead Drafter
Drawn By
Project Mgr.
General Sign Specifications
Interior
Single Faced
Exterior
Double Faced
Non-Illuminated
Illuminated
Amps(+/-)
Location
Windload
Dr
a
w
i
n
g
R
e
v
i
s
i
o
n
s
Dr
a
w
n
B
y
D
a
t
e
Ch
a
n
g
e
Sign Type
Code
This document is the sole property of Architectural
Graphics, Inc., and all design, manufacturing,
reproduction, use and sale rights regarding the same
are expressly forbidden. It is submitted under a
confidential relationship, for a special purpose, and the
recipient, by accepting this document assumes custody
and agrees that this document will not be copied or
reproduced in whole or in part, nor its contents
revealed in any manner or to any person except for the
purpose for which it was tendered, nor any special
features peculiar to this design be incorporated in
other projects.
6 7 8
A
Type
9
140 MPH / IBC 2012
AGI EoR
Date
15984
B. ALLEN
JRB
T. NEWBERRY
02.20.17
PG. #:
RC-PS-MB
Volts120
RAISING CANES
2655 International Pkwy.
Virginia Beach, VA 23452
KK
J
0
6
.
2
8
.
1
9
37
0
2
2
-
P
O
W
D
E
R
C
O
A
T
I
N
G
S
P
E
C
K
KK
J
0
7
.
0
2
.
1
9
36
8
1
6
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W
I
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D
L
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A
D
C
H
A
N
G
E
D
T
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1
4
0
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P
H
(
N
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A
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0
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3
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D
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J
0
8
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1
2
.
1
9
43
1
2
0
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L
A
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T
A
D
D
E
D
FD
S
02
.
1
5
.
2
1
45
8
6
9
-
C
A
L
L
O
U
T
F
O
R
M
B
E
X
T
R
U
S
I
O
N
10 11
RA
S
04
.
0
7
.
2
1
46
7
4
6
-
A
D
D
E
D
N
E
W
M
E
N
U
B
O
A
R
D
F
R
A
M
E
E
X
T
R
U
S
I
O
N
12
NM
B
10
.
1
8
.
2
1
50
5
5
6
-
A
D
D
E
D
A
N
C
H
O
R
B
O
L
T
P
R
O
J
E
C
T
I
O
N
N
O
T
E
13
NM
B
1
1
.
1
9
.
2
1
51
2
4
0
-
A
D
D
E
D
A
N
C
H
O
R
B
O
L
T
P
A
T
T
E
R
N
F
O
R
B
A
S
E
P
L
&
A
L
T
P
L
14
NM
B
0
4
.
1
6
.
2
2
53
4
4
3
-
A
D
D
E
D
W
E
L
D
N
O
T
E
&
E
L
E
C
.
H
O
L
E
S
I
Z
E
F
R
O
M
3
"
T
O
2
1
/
2
"
3/4" = 1' - 0"
STRUCTURAL STEEL ELEVATION2
2
CL OF TUBE
2 1/2" X 2 1/2" X 1/4" STEEL TUBE
WELDED TO BASE PLATE
3/4" STEEL BASE PLATE
3/4" = 1' - 0"
PLAN VIEW1
2
FITTED 1/4" CAP PLATE WELDED TO
TUBE W/ 3/4" STEEL NUT WELDED
TO UNDER SIDE
3" = 1'-0"
BASE PLATE3
2
1'-2"Ø
1'
-
2
"
3/4" STEEL BASE PLATE
1" SLOTTED HOLES TO ACCOMMODATE
3/4" BOLTS
2 1/2"Ø ELECTRICAL THRU HOLE
3
5
/
8
"
7
7
/
8
"
2
1
/
2
"
41°
Ø11 5/16"
TU
B
E
8"3"3"
CL OF SLOT HOLES CL
8"
3"
3"
CL
OF
S
L
O
T
H
O
L
E
S
CL
5'
-
1
1
7
/
8
"
1'-11 9/16"
5
14
3/16"TYP.
14
PRE-2
Project Title
Lead Drafter
Drawn By
Project Mgr.
General Sign Specifications
Interior
Single Faced
Exterior
Double Faced
Non-Illuminated
Illuminated
Amps(+/-)
Location
Windload
Dr
a
w
i
n
g
R
e
v
i
s
i
o
n
s
Dr
a
w
n
B
y
D
a
t
e
Ch
a
n
g
e
Sign Type
Code
This document is the sole property of Architectural
Graphics, Inc., and all design, manufacturing,
reproduction, use and sale rights regarding the same
are expressly forbidden. It is submitted under a
confidential relationship, for a special purpose, and the
recipient, by accepting this document assumes custody
and agrees that this document will not be copied or
reproduced in whole or in part, nor its contents
revealed in any manner or to any person except for the
purpose for which it was tendered, nor any special
features peculiar to this design be incorporated in
other projects.
6 7 8
A
Type
9
140 MPH / IBC 2012
AGI EoR
Date
15984
B. ALLEN
JRB
T. NEWBERRY
02.20.17
PG. #:
RC-PS-MB
Volts120
RAISING CANES
2655 International Pkwy.
Virginia Beach, VA 23452
KK
J
0
6
.
2
8
.
1
9
37
0
2
2
-
P
O
W
D
E
R
C
O
A
T
I
N
G
S
P
E
C
K
KK
J
0
7
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0
2
.
1
9
36
8
1
6
-
W
I
N
D
L
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A
D
C
H
A
N
G
E
D
T
O
1
4
0
M
P
H
(
N
O
S
T
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FD
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.
2
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45
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9
-
C
A
L
L
O
U
T
F
O
R
M
B
E
X
T
R
U
S
I
O
N
10 11
RA
S
04
.
0
7
.
2
1
46
7
4
6
-
A
D
D
E
D
N
E
W
M
E
N
U
B
O
A
R
D
F
R
A
M
E
E
X
T
R
U
S
I
O
N
12
NM
B
10
.
1
8
.
2
1
50
5
5
6
-
A
D
D
E
D
A
N
C
H
O
R
B
O
L
T
P
R
O
J
E
C
T
I
O
N
N
O
T
E
13
NM
B
1
1
.
1
9
.
2
1
51
2
4
0
-
A
D
D
E
D
A
N
C
H
O
R
B
O
L
T
P
A
T
T
E
R
N
F
O
R
B
A
S
E
P
L
&
A
L
T
P
L
14
NM
B
0
4
.
1
6
.
2
2
53
4
4
3
-
A
D
D
E
D
W
E
L
D
N
O
T
E
&
E
L
E
C
.
H
O
L
E
S
I
Z
E
F
R
O
M
3
"
T
O
2
1
/
2
"
3/4" = 1' - 0"
FRONT ELEVATION (SHOWN FLAT)1
3 3/4" = 1' - 0"
SIDE VIEW2
3
1 1/2" = 1' - 0"
PLAN SECTION3
3
2
4
1
5
1
5
1
5
3
2
3
3
1'-8 1/4"
1'-11 9/16"
PRE-3
Project Title
Lead Drafter
Drawn By
Project Mgr.
General Sign Specifications
Interior
Single Faced
Exterior
Double Faced
Non-Illuminated
Illuminated
Amps(+/-)
Location
Windload
Dr
a
w
i
n
g
R
e
v
i
s
i
o
n
s
Dr
a
w
n
B
y
D
a
t
e
Ch
a
n
g
e
Sign Type
Code
This document is the sole property of Architectural
Graphics, Inc., and all design, manufacturing,
reproduction, use and sale rights regarding the same
are expressly forbidden. It is submitted under a
confidential relationship, for a special purpose, and the
recipient, by accepting this document assumes custody
and agrees that this document will not be copied or
reproduced in whole or in part, nor its contents
revealed in any manner or to any person except for the
purpose for which it was tendered, nor any special
features peculiar to this design be incorporated in
other projects.
6 7 8
A
Type
9
140 MPH / IBC 2012
AGI EoR
Date
15984
B. ALLEN
JRB
T. NEWBERRY
02.20.17
PG. #:
RC-PS-MB
Volts120
RAISING CANES
2655 International Pkwy.
Virginia Beach, VA 23452
KK
J
0
6
.
2
8
.
1
9
37
0
2
2
-
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0
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1
9
36
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1
6
-
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0
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1
2
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1
9
43
1
2
0
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A
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D
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D
FD
S
02
.
1
5
.
2
1
45
8
6
9
-
C
A
L
L
O
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T
F
O
R
M
B
E
X
T
R
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S
I
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N
10 11
RA
S
04
.
0
7
.
2
1
46
7
4
6
-
A
D
D
E
D
N
E
W
M
E
N
U
B
O
A
R
D
F
R
A
M
E
E
X
T
R
U
S
I
O
N
12
NM
B
10
.
1
8
.
2
1
50
5
5
6
-
A
D
D
E
D
A
N
C
H
O
R
B
O
L
T
P
R
O
J
E
C
T
I
O
N
N
O
T
E
13
NM
B
1
1
.
1
9
.
2
1
51
2
4
0
-
A
D
D
E
D
A
N
C
H
O
R
B
O
L
T
P
A
T
T
E
R
N
F
O
R
B
A
S
E
P
L
&
A
L
T
P
L
14
NM
B
0
4
.
1
6
.
2
2
53
4
4
3
-
A
D
D
E
D
W
E
L
D
N
O
T
E
&
E
L
E
C
.
H
O
L
E
S
I
Z
E
F
R
O
M
3
"
T
O
2
1
/
2
"
1/4" = 1"
BLOW-UP DETAIL2
4
CUSTOMER SUPPLIED MENU BOARD
1 1/2" X 1 1/2" X 1/8" ALUM. TUBE FRAME
4 13/16" AGI CHANNEL
.063" ALUM BACKER PANEL VERSILOKED TO
FRAME
1/8" IMPACT MODIFIED CLEAR ANTI-GLARE
ACRYLIC LENS LAMINATED TO ANGLE FRAME
W/ VHB TAPE
3/4" ALUM. CHANNEL
STEEL TUBE
1/8" ALUM. V-GROOVE & FOLDED TO
2 5/8" X 1 3/4" ANGLE
2" X 2" X 1/8" ALUM. ANGLE
- WELDED TO FRAME
- ATTACHED TO STEEL TUBE W/
#10 H.H. TEK SCREW
3/16" FABRICATED ALUM. HINGE
- MECHANICALLY FASTENED TO
MENUBOARD W/ S.S. POP RIVETS
3" = 1'-0"
BLOW-UP DETAIL1
4
3/16" FABRICATED ALUM. HINGE
- MECHANICALLY FASTENED TO
MENUBOARD W/ S.S. POP RIVETS
3" = 1'-0"
HINGE DETAIL3
4
3/8" Ø CAP SCREW W/ NUT
7/16" Ø HOLE FOR
3/8" Ø HARDWARE
2"
1
1
/
2
"
7/8"
1 5
/
8
"
2 7
/
8
"
124°
1
1
/
2
"
2"
7/8
"
2 3/
1
6
"
1 1/4
"
151°
3/16" FABRICATED ALUM. SHIM
- MECHANICALLY FASTENED TO
MENUBOARD W/ S.S. POP RIVETS
2"
1
1
/
2
"
MENU BOARD EXTRUSION #BRT18736
10
PRE-4
Project Title
Lead Drafter
Drawn By
Project Mgr.
General Sign Specifications
Interior
Single Faced
Exterior
Double Faced
Non-Illuminated
Illuminated
Amps(+/-)
Location
Windload
Dr
a
w
i
n
g
R
e
v
i
s
i
o
n
s
Dr
a
w
n
B
y
D
a
t
e
Ch
a
n
g
e
Sign Type
Code
This document is the sole property of Architectural
Graphics, Inc., and all design, manufacturing,
reproduction, use and sale rights regarding the same
are expressly forbidden. It is submitted under a
confidential relationship, for a special purpose, and the
recipient, by accepting this document assumes custody
and agrees that this document will not be copied or
reproduced in whole or in part, nor its contents
revealed in any manner or to any person except for the
purpose for which it was tendered, nor any special
features peculiar to this design be incorporated in
other projects.
6 7 8
A
Type
9
140 MPH / IBC 2012
AGI EoR
Date
15984
B. ALLEN
JRB
T. NEWBERRY
02.20.17
PG. #:
RC-PS-MB
Volts120
RAISING CANES
2655 International Pkwy.
Virginia Beach, VA 23452
KK
J
0
6
.
2
8
.
1
9
37
0
2
2
-
P
O
W
D
E
R
C
O
A
T
I
N
G
S
P
E
C
K
KK
J
0
7
.
0
2
.
1
9
36
8
1
6
-
W
I
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D
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A
D
C
H
A
N
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D
T
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1
4
0
M
P
H
(
N
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S
T
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U
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A
L
C
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A
N
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)
KK
J
0
9
.
0
3
.
1
9
37
9
9
7
-
F
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N
D
A
T
I
O
N
KK
J
0
8
.
1
2
.
1
9
43
1
2
0
-
L
E
D
L
A
Y
O
U
T
A
D
D
E
D
FD
S
02
.
1
5
.
2
1
45
8
6
9
-
C
A
L
L
O
U
T
F
O
R
M
B
E
X
T
R
U
S
I
O
N
10 11
RA
S
04
.
0
7
.
2
1
46
7
4
6
-
A
D
D
E
D
N
E
W
M
E
N
U
B
O
A
R
D
F
R
A
M
E
E
X
T
R
U
S
I
O
N
12
NM
B
10
.
1
8
.
2
1
50
5
5
6
-
A
D
D
E
D
A
N
C
H
O
R
B
O
L
T
P
R
O
J
E
C
T
I
O
N
N
O
T
E
13
NM
B
1
1
.
1
9
.
2
1
51
2
4
0
-
A
D
D
E
D
A
N
C
H
O
R
B
O
L
T
P
A
T
T
E
R
N
F
O
R
B
A
S
E
P
L
&
A
L
T
P
L
14
NM
B
0
4
.
1
6
.
2
2
53
4
4
3
-
A
D
D
E
D
W
E
L
D
N
O
T
E
&
E
L
E
C
.
H
O
L
E
S
I
Z
E
F
R
O
M
3
"
T
O
2
1
/
2
"
.090" REMOVABLE ALUM. BASE COVER
FASTENED TO ALUM. DOUBLER W/ #8
C.S.S.S SCREWS
.090" ALUM. REMOVABLE REAR FACE FOR POWER
SUPPLY ACCESS
3MM ACM LED BAFFLE MECHANICALLY
ATTACHED TO STEEL TUBE
AGI CHANNEL
.090" ALUM. FACE VERSILOKED T CHANNEL
FRAME
.090" X 2" WIDE ALUM DOUBLER
VERSILOKED TO FRONT SIDE OF BASE
COVER
1" X 1" X 1/8" ALUM ANGLE LENS RETAINER
MECHNICALLY FASTENED TO TUBE FRAME W/ #8
S.S.P.H. SCREWS
2" X 2" X 1/8" ALUM. ANGLE
- WELDED TO FRAME
- ATTACHED TO STEEL TUBE W/
#10 H.H. TEK SCREW
3/8" X 3/4" X 1/16" X 3" ALUM. ANGLE HANDLE
VERSILOKED TO FRAME FOR LIFT AND DROP
INSTALLATION AND REMOVAL
1/2" X 1/2" X 1/16" ALUM . TUBE
3/4" X 3/4" X 1/16" ALUM. ANGLE
PRE-5
Project Title
Lead Drafter
Drawn By
Project Mgr.
General Sign Specifications
Interior
Single Faced
Exterior
Double Faced
Non-Illuminated
Illuminated
Amps(+/-)
Location
Windload
Dr
a
w
i
n
g
R
e
v
i
s
i
o
n
s
Dr
a
w
n
B
y
D
a
t
e
Ch
a
n
g
e
Sign Type
Code
This document is the sole property of Architectural
Graphics, Inc., and all design, manufacturing,
reproduction, use and sale rights regarding the same
are expressly forbidden. It is submitted under a
confidential relationship, for a special purpose, and the
recipient, by accepting this document assumes custody
and agrees that this document will not be copied or
reproduced in whole or in part, nor its contents
revealed in any manner or to any person except for the
purpose for which it was tendered, nor any special
features peculiar to this design be incorporated in
other projects.
6 7 8
A
Type
9
140 MPH / IBC 2012
AGI EoR
Date
15984
B. ALLEN
JRB
T. NEWBERRY
02.20.17
PG. #:
RC-PS-MB
Volts120
RAISING CANES
2655 International Pkwy.
Virginia Beach, VA 23452
KK
J
0
6
.
2
8
.
1
9
37
0
2
2
-
P
O
W
D
E
R
C
O
A
T
I
N
G
S
P
E
C
K
KK
J
0
7
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0
2
.
1
9
36
8
1
6
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W
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D
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1
4
0
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(
N
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0
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D
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0
8
.
1
2
.
1
9
43
1
2
0
-
L
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D
L
A
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O
U
T
A
D
D
E
D
FD
S
02
.
1
5
.
2
1
45
8
6
9
-
C
A
L
L
O
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T
F
O
R
M
B
E
X
T
R
U
S
I
O
N
10 11
RA
S
04
.
0
7
.
2
1
46
7
4
6
-
A
D
D
E
D
N
E
W
M
E
N
U
B
O
A
R
D
F
R
A
M
E
E
X
T
R
U
S
I
O
N
12
NM
B
10
.
1
8
.
2
1
50
5
5
6
-
A
D
D
E
D
A
N
C
H
O
R
B
O
L
T
P
R
O
J
E
C
T
I
O
N
N
O
T
E
13
NM
B
1
1
.
1
9
.
2
1
51
2
4
0
-
A
D
D
E
D
A
N
C
H
O
R
B
O
L
T
P
A
T
T
E
R
N
F
O
R
B
A
S
E
P
L
&
A
L
T
P
L
14
NM
B
0
4
.
1
6
.
2
2
53
4
4
3
-
A
D
D
E
D
W
E
L
D
N
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T
E
&
E
L
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C
.
H
O
L
E
S
I
Z
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F
R
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3
"
T
O
2
1
/
2
"
3/4" = 1' - 0"
REAR ELEVATION1
7
CL
11 13/16"
(2) 3" VENTS IN CABINET BACK FOR
VENTILATION
5
1
/
2
"
5
1
/
2
"
3'
-
3
3
/
4
"
3/4" = 1' - 0"
LED LAYOUT2
7
AGILIGHT WHITE LEDS
-REFER TO LAYOUT
(1) 60W POWER SUPPLIES MOUNTED TO
STEEL IN LOWER CABINET
1'-8 1/16"
3'
-
1
1
1
/
4
"
LED PANEL
LE
D
P
A
N
E
L
9
PRE-7
Project Title
Lead Drafter
Drawn By
Project Mgr.
General Sign Specifications
Interior
Single Faced
Exterior
Double Faced
Non-Illuminated
Illuminated
Amps(+/-)
Location
Windload
Dr
a
w
i
n
g
R
e
v
i
s
i
o
n
s
Dr
a
w
n
B
y
D
a
t
e
Ch
a
n
g
e
Sign Type
Code
This document is the sole property of Architectural
Graphics, Inc., and all design, manufacturing,
reproduction, use and sale rights regarding the same
are expressly forbidden. It is submitted under a
confidential relationship, for a special purpose, and the
recipient, by accepting this document assumes custody
and agrees that this document will not be copied or
reproduced in whole or in part, nor its contents
revealed in any manner or to any person except for the
purpose for which it was tendered, nor any special
features peculiar to this design be incorporated in
other projects.
6 7 8
A
Type
9
140 MPH / IBC 2012
AGI EoR
Date
15984
B. ALLEN
JRB
T. NEWBERRY
02.20.17
PG. #:
RC-PS-MB
Volts120
RAISING CANES
2655 International Pkwy.
Virginia Beach, VA 23452
KK
J
0
6
.
2
8
.
1
9
37
0
2
2
-
P
O
W
D
E
R
C
O
A
T
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G
S
P
E
C
K
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0
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6
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10 11
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S
04
.
0
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.
2
1
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B
O
A
R
D
F
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A
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S
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12
NM
B
10
.
1
8
.
2
1
50
5
5
6
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A
D
D
E
D
A
N
C
H
O
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B
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T
P
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C
T
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N
N
O
T
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13
NM
B
1
1
.
1
9
.
2
1
51
2
4
0
-
A
D
D
E
D
A
N
C
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T
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T
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R
N
F
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B
A
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P
L
&
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L
T
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14
NM
B
0
4
.
1
6
.
2
2
53
4
4
3
-
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D
W
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/
2
"
1" = 1' - 0"
MENU FRAME1
8
MENU BOARD
EXTRUSION
#BRT18736
1'-7 1/4"
1'-5 3/4"
3'
-
1
0
1
/
2
"
3'
-
9
3
/
1
6
"
PRINTED MENU
BOARD TRANSLITE
(SUPPLIED BY
RAISING CANES)
TR
A
N
S
L
I
T
E
TRANSLITE
2" = 1"
DIVIDER BAR2
8
5/16"
3/16"
1"
1/
2
"
1/
4
"
1/
1
6
"
10
MENU BOARD FRAME EXTRUSION #BRT18736
ALUM. MENU DIVIDER BAR
C.R. LAURENCE PART #H18A
COPE DIVIDER BAR 1/2" TO FIT
AS SHOWN
11
PRE-8
Project Title
Lead Drafter
Drawn By
Project Mgr.
General Sign Specifications
Interior
Single Faced
Exterior
Double Faced
Non-Illuminated
Illuminated
Amps(+/-)
Location
Windload
Dr
a
w
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Sign Type
Code
This document is the sole property of Architectural
Graphics, Inc., and all design, manufacturing,
reproduction, use and sale rights regarding the same
are expressly forbidden. It is submitted under a
confidential relationship, for a special purpose, and the
recipient, by accepting this document assumes custody
and agrees that this document will not be copied or
reproduced in whole or in part, nor its contents
revealed in any manner or to any person except for the
purpose for which it was tendered, nor any special
features peculiar to this design be incorporated in
other projects.
6 7 8
A
Type
9
140 MPH / IBC 2012
AGI EoR
Date
15984
B. ALLEN
JRB
T. NEWBERRY
02.20.17
PG. #:
RC-PS-MB
Volts120
RAISING CANES
2655 International Pkwy.
Virginia Beach, VA 23452
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3/4" = 1' - 0"
CAISSON FOUNDATION 1
9
DISCONNECT SWITCH
3/4" STEEL BASE PLATE
GRADE
1/2" LIQUIDTITE FLEXIBLE CONDUIT WHIP TO
OWNER PROVIDED POWER SUPPLY
3/4" X 2" - 6" THREADED ANCHOR RODS
-2 1/4" ANCHOR BOLT PROJECTION ABOVE
CONCRETE
CONCRETE FOUNDATION
-BY G.C.
(9) #5 VERTICAL REBAR
W/ #4 TIES @ 12" O.C.
14
8
8
5'
-
0
"
3'-0"Ø
12
PRE-9
Windspeed:
Program/Customer:
Engineer:
Sign Type:
Illumination:
Voltage:
Interior/Exterior:
Part Number:
DESCRIPTION:
A
B
4
4
3
3
2
2
1
1
AN
S
I
B
-
S
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:
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3
.
2
4
.
2
2
WS-1
A
B
REV.ECR NUMBER REV CHANGE DATE DRAFTER
REVISIONS
INITIAL RELEASE
ADDED LED LAYOUT FOR 3X6
A
B
KKJ
NMB
86199
86199POST
02/16/2024
07/08/2025
6
T. NEWBERRY
RAISING CANES
RAI-WS-AT-002
EXTERIOR
FLUSH MOUNTED ADAMS TECH LETTER WALL SIGN
115 MPH/IBC 2012
WALL SIGN
ILLUMINATED
120 SCALE: 1"=1'-0"
CONTINUOUS CHANNEL LETTER
PART NUMBER EXAMPLE: RAI-WS-AT-002-0408-I
RAI
RAI RAISING CANES WALL SIGN-
DIMENSIONAL
WS-AT-002 C0306
I0408
WS-AT-002
CUSTOMER TYPE SIZE CHANNEL LETTER STYLE
CONTINUOUS CHANNEL LETTER
INDIVIDUAL CHANNEL LETTER
FRONT ELEVATION
1" = 1' - 0"
NOTES:
1.) "R" IN "RAISING"AND 'CHICKEN FINGERS'
ARE INDIVIDUAL CHANNEL LETTERS.
2.) "AIS" & "ING" IN "RAISING" AND "CANES" ARE
CONNECTED CHANNEL LETTERS.
DOOR FOR POWER
SUPPLY ACCESS
'RAISING' ARE ADAM'S TECH CHANNEL LETTERS W/
- FACES ARE FIRST SURFACE APPLIED 3M #3630-015 'YELLOW'
- RETURNS PAINTED 'BLACK'
ALUM. BACKGROUND IS PAINTED MP #2075 'RED'
REGISTER MARK IS 'BLACK' VINYL
CHANNEL LETTERS W/ 1/8" #7328 'WHITE' ACRYLIC FACES
-LETTER RETURNS IS PAINTED 'BLACK' VINYL
'SURFBOARD' IS FIRST SURFACE APPLIED DIGITAL PRINT
CABINET RETURNS ARE
PAINTED 'BLACK'
4 3/4"
8 3/4"
4"
SIDE VIEW
1" = 1' - 0"
U.L. LISTED DISCONNECT
SWITCH
'CHICKEN FINGERS' :
-REFER TO SECTION
PART NUMBER
RAI-WS-002-AT-0306-C
RAI-WS-002-AT-0408-C
'H' 'W'
6' - 0" 2' - 10 5/8"
8' - 0" 3' - 10 1/8"
W
H
Windspeed:
Program/Customer:
Engineer:
Sign Type:
Illumination:
Voltage:
Interior/Exterior:
Part Number:
DESCRIPTION:
A
B
4
4
3
3
2
2
1
1
AN
S
I
B
-
S
I
Z
E
D
R
A
W
I
N
G
-
C
O
R
E
L
:
0
3
.
2
4
.
2
2
WS-2
A
B
REV.ECR NUMBER REV CHANGE DATE DRAFTER
REVISIONS
INITIAL RELEASE
ADDED LED LAYOUT FOR 3X6
A
B
KKJ
NMB
86199
86199POST
02/16/2024
07/08/2025
6
T. NEWBERRY
RAISING CANES
RAI-WS-AT-002
EXTERIOR
FLUSH MOUNTED ADAMS TECH LETTER WALL SIGN
115 MPH/IBC 2012
WALL SIGN
ILLUMINATED
120 SCALE: 3/16"=1"
NOTES:
1.) INTERIOR OF CABINET TO BE PAINTED REFLECTIVE WHITE
2.) DESIGN INTENDED FOR NOT GREATER THAN 3RD STORY
MOUNTING - HIGHER ELEVATIONS REQUIRE REVIEW
1" FLANGE W/ FOAM GASKET WELDED TO FACE RETURN
'RAISING'
ADAMS TECH CHANNEL LETTERS
SECTION VIEW
2" X 2" X 1/4" ALUM. ANGLE X 1 1/2" WIDE W/ 1/2" ALUM.
NUT WELDED TO UNDER SIDE.
-(2) PLACES FOR LIFTING
1/8" ALUM. FACE W/ WELDED .090" RETURNS
4 3/4"
1/8" ALUM. BACKER MECHANICALLY FASTENED TO ANGLE CLIPS
#10 S.S.PH. SHEET METAL SCREWS
FLANGE
1/4"Ø WEEP HOLES W/ LIGHT SHIELD AS REQ'D.
WALL BUSTER CONDUIT & COMPRESSION FITTING
‘CHICKEN FINGERS':
ADAMS TECH CHANNEL LETTERS
1" JEWELITE TRIM CAP
LED MODULES
-SEE LED LAYOUT
.090" ALUM BACKER MECHANICALLY FASTENED TO
ALUM FACE W/ 1/4-20 BOLTS
-PRE DRILL HOLES TO ACCEPT STUDS
1/4"Ø WEEP HOLES W/ LIGHT SHIELD AS REQ’D
1/8" #7328 'WHITE' ACRYLIC FACE
LOGO SIZE 0408 OR LARGER
ADAMSTECH TRIMLESS ALUM.
LETTERFORM RETURN
18 GA. SPRING STEEL CLIP
POP RIVETED TO ALUM. BACKER
LED MODULE
-REFER TO LED LAYOUT
1/4”-20 H.H SCREWS W/ RIVET NUT
-2 PER LETTER
3MM ACM BACKER PRE-FINISHED 'WHITE'
1/4” ACRYLIC W/ DADOED SHOULDER
GLUED TO ALUM. RETURN
1/8" PLASTIC SPACER
ELECTRICAL PASS-THRU GROMMET FOR
LOW-VOLTAGE WIRES
SIGN CABINET ACM CLADDING
2 7/16"
#6 S.S.P.H. SHEET METAL SCREWS
DISCONNECT SWITCH
TRANSFORMER BOX TO HOUSE
LED POWER SUPPLY
- FOR POWER SUPPLY SPEC
REFER TO LED LAYOUT
1/2" X 6' LONG FLEXIBLE
LIQUID TITE CONDUIT WHIP
TO OWNER PROVIDED POWER SUPPLY
1 9/16"
4"
SCALE: 1" = 1"
ADAMS TECH LETTER DETAIL
MOUNTING HARDWARE AS REQ'D.
( SEE CHART )
3/8"Ø ZINC COATED STEEL RIVET NUT
WOOD BLOCKING AS REQ. TO BE
PROVIDED BY INSTALLER
NOTE:
1) THREADED ROD WILL BE PROVIDED STANDARD
- ALL OTHER HARDWARE IS TO BE PROVIDED BY
THE INSTALLER AS REQ.
2) DESIGN INTENDED FOR NOT GREATER THAN
3RD STORY MOUNTING - HIGHER ELEVATIONS
REQUIRE REVIEW
MA
S
O
N
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Y
WO
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D
ME
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A
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/
E
F
I
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3/4" ZINC PLATED STEEL
THREADED ROD THRU WALL
3/8" LAGS WITH SHIELDS
3/8" TOGGLE BOLTS
MOUNTING HARDWARE
CHART
3/8" LAG BOLTS
SURFACE APPLIED 3M #3635-222
'DUAL COLOR PERFORATED BLACK' VINYL
Windspeed:
Program/Customer:
Engineer:
Sign Type:
Illumination:
Voltage:
Interior/Exterior:
Part Number:
DESCRIPTION:
A
B
4
4
3
3
2
2
1
1
AN
S
I
B
-
S
I
Z
E
D
R
A
W
I
N
G
-
C
O
R
E
L
:
0
3
.
2
4
.
2
2
WS-3
A
B
REV.ECR NUMBER REV CHANGE DATE DRAFTER
REVISIONS
INITIAL RELEASE
ADDED LED LAYOUT FOR 3X6
A
B
KKJ
NMB
86199
86199POST
02/16/2024
07/08/2025
6
T. NEWBERRY
RAISING CANES
RAI-WS-AT-002
EXTERIOR
FLUSH MOUNTED ADAMS TECH LETTER WALL SIGN
115 MPH/IBC 2012
WALL SIGN
ILLUMINATED
120 SCALE: N.T.S.
LED LAYOUT PENDING MANUFACTURER REVIEW
RAI-WS-002-AT-0408-C
Generated Date/Time:Documentation Software: Energy Code Ace
CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000
Schema Version: rev 20220101
Compliance ID: 214524-0125-0003
Report Generated: 2025-01-13 14:09:01
STATE OF CALIFORNIA
Sign Lighting CALIFORNIA ENERGY COMMISSION
CERTIFICATE OF COMPLIANCE NRCC-LTS-E
This document is used to demonstrate compliance with requirements in 110.9, 110.12, 130.0/ 160.5, 130.3/ 160.5(d), 140.8/ 170.2(e) and 141.0(b)2M/ 180.2(b)4Bvi for sign lighting
scopes using the prescriptive path. Exit signs and traffic signs are not required to comply with prescriptive requirements per exceptions to 140.8/ 170.2(e) and do not need to complete
this compliance document.
Project Name: Raising Cane's #1032 Santa Ana Report Page: (Page 1 of 5)
Project Address: Date Prepared: 2025-01-13T17:08:59-05:00
A. GENERAL INFORMATION
01 Project Location (city)Santa Ana
02 Climate Zone 8
03 Occupancy Types within Project Healthcare Facility
Multifamily/ MF Mixed-use >= 4 stories (includes dormitory, senior living)
B. PROJECT SCOPE
This table includes illuminated signs that are within the scope of the permit application and are demonstrating compliance using the prescriptive path outlined in 140.8/ 170.2(e) or
141.0(b)2M/ 180.2(b)4Bvi for alterations. Exit signs and traffic signs are not required to comply with prescriptive requirements per exceptions to 140.8/ 170.2(e) and do not need to
complete this compliance document.
01 02 03 04 05
Name or Item Tag Complete Sign Description Sign Status1 Sign Type Compliance Method2
WS-8FT 4x8 Wall Sign New Outdoor Alternate Light Sources
ONS Open Sign New Indoor Alternate Light Sources
CFNS Chicken Fingers Neon Sign New Indoor Alternate Light Sources
DTMB DT Menuboard New Outdoor Alternate Light Sources
DTPS Pre Sell Boad New Outdoor Alternate Light Sources
MON Monument New Outdoor Alternate Light Sources
See Cut Sheet Cove Lighting ILT New Outdoor Alternate Light Sources
1FOOTNOTE: Sign alterations that increase the connected lighting load, replace and rewire more that 50% of the ballasts, or relocate the sign to a different location must comply with 140.8/ 170.2(e). See
141.0(b)2M/ 180.2(b)4Bvi for more details.
2The ENERGY VERIFIED Label compliance method is only applicable if the sign has a permanent, factory-installed, ENERGY VERIFIED label certified by UL or comparable, confirming the sign complies with
140.8/ 170.2(e). Note that using an ENERGY VERIFIED label is an optional compliance path, not a mandatory requirement. See the tooltips for this table for more details.
STATE OF CALIFORNIA
Sign Lighting CALIFORNIA ENERGY COMMISSION
CERTIFICATE OF COMPLIANCE NRCC-LTS-E
Project Name: Raising Cane's #1032 Santa Ana Report Page: (Page 2 of 5)
Date Prepared: 2025-01-13T17:08:59-05:00
Generated Date/Time:Documentation Software: Energy Code Ace
CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000
Schema Version: rev 20220101
Compliance ID: 214524-0125-0003
Report Generated: 2025-01-13 14:09:01
C. COMPLIANCE RESULTS
Results in this table are automatically calculated from data input and calculations in Tables B through H. Note: If any cell on this table says "COMPLIES with Exceptional Conditions" refer
to Table D. Exceptional Conditions for guidance or see applicable Table referenced below.
01 02 03
≥
04
OR
05
OR
06 07
Name or Item
Tag
(See Table B)
Complete Sign Description
(See Table B)
Total Allowed (Watts)
(See Table F)
Total Designed
(Watts)
(See Table F)
Compliant Light
Sources
(See Table G)
ENERGY VERIFIED
Label
(See Table H)
Compliance Results
WS-8FT 4x8 Wall Sign ≥OR YES OR COMPLIES
Controls Compliance (See Table F/G/H for Details)COMPLIES
ONS Open Sign ≥OR YES OR COMPLIES
Controls Compliance (See Table F/G/H for Details)COMPLIES
CFNS Chicken Fingers Neon Sign ≥OR YES OR COMPLIES
Controls Compliance (See Table F/G/H for Details)COMPLIES
DTMB DT Menuboard ≥OR YES OR COMPLIES
Controls Compliance (See Table F/G/H for Details)COMPLIES
DTPS Pre Sell Boad ≥OR YES OR COMPLIES
Controls Compliance (See Table F/G/H for Details)COMPLIES
MON Monument ≥OR YES OR COMPLIES
Controls Compliance (See Table F/G/H for Details)COMPLIES
See Cut Sheet Cove Lighting ILT ≥OR YES OR COMPLIES
Controls Compliance (See Table F/G/H for Details)COMPLIES
D. EXCEPTIONAL CONDITIONS
This table is auto-filled with uneditable comments because of selections made or data entered in tables throughout the form.
E. ADDITIONAL REMARKS
This table includes remarks made by the permit applicant to the Authority Having Jurisdiction.
STATE OF CALIFORNIA
Sign Lighting CALIFORNIA ENERGY COMMISSION
CERTIFICATE OF COMPLIANCE NRCC-LTS-E
Project Name: Raising Cane's #1032 Santa Ana Report Page: (Page 3 of 5)
Date Prepared: 2025-01-13T17:08:59-05:00
Generated Date/Time:Documentation Software: Energy Code Ace
CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000
Schema Version: rev 20220101
Compliance ID: 214524-0125-0003
Report Generated: 2025-01-13 14:09:01
F. MAXIMUM ALLOWED LIGHTING POWER AND CONTROLS
This section does not apply to this project.
G. LIGHT SOURCES AND CONTROLS
This table includes illuminated signs using the Alternate Lighting Sources compliance method per 140.8(b)/ 170.2(e) as indicated on Table B of this compliance document. It also
demonstrates compliance with mandatory controls requirements from 130.3 / 160.5(d) by indicating control types for each sign.
01 02 03 04 05
Name or Item Tag Complete Sign Description Compliant Light Sources1,2
Mandatory Controls Field Inspector
Shut-Off Dimming Demand
Response3 Pass Fail
WS-8FT 4x8 Wall Sign LED + pwr supply 80%+ eff.
Automatic Time
Switch +
Photocontrol
(outdoor)
Power reduced
65%+
ONS Open Sign Neon/cold cathode + trans./pwr (of supply
output current >=50mA) 68%+ eff.
Automatic Timer
(indoor)
CFNS Chicken Fingers Neon Sign Neon/cold cathode + trans./pwr (of supply
output current >=50mA) 68%+ eff.
Automatic Timer
(indoor)
DTMB DT Menuboard LED + pwr supply 80%+ eff.
Automatic Time
Switch +
Photocontrol
(outdoor)
Power reduced
65%+
DTPS Pre Sell Boad LED + pwr supply 80%+ eff.
Automatic Time
Switch +
Photocontrol
(outdoor)
Power reduced
65%+
MON Monument LED + pwr supply 80%+ eff.
Automatic Time
Switch +
Photocontrol
(outdoor)
Power reduced
65%+
STATE OF CALIFORNIA
Sign Lighting CALIFORNIA ENERGY COMMISSION
CERTIFICATE OF COMPLIANCE NRCC-LTS-E
Project Name: Raising Cane's #1032 Santa Ana Report Page: (Page 4 of 5)
Date Prepared: 2025-01-13T17:08:59-05:00
Generated Date/Time:Documentation Software: Energy Code Ace
CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000
Schema Version: rev 20220101
Compliance ID: 214524-0125-0003
Report Generated: 2025-01-13 14:09:01
G. LIGHT SOURCES AND CONTROLS
See Cut Sheet Cove Lighting ILT LED + pwr supply 80%+ eff.
Automatic Time
Switch +
Photocontrol
(outdoor)
Power reduced
65%+
* NOTES: Controls with a * require a note in the space below explaining how compliance is achieved. EX: Sign within tunnel illuminated day and night; EXCEPTION to 130.3(a)2A.
1FOOTNOTE: Dropdown choices have been abbreviated, please refer to 140.8(b) / 170.2(e) to confirm compliance with the specific light source technologies listed.
2 Authority having jurisdiction may ask for cutsheets to confirm compliance of light source.
3 Demand response controls are only required for an Electronic Message Center having a new connected lighting power load greater than 15 kW per 110.12(d).
I. DECLARATION OF REQUIRED CERTIFICATES OF INSTALLATION
Selections have been made based on information provided in this document. If any selection have been changed by permit applicant, an explanation should be included in Table E.
Additional Remarks. These documents must be provided to the building inspector during construction and can be found online
Form/Title
NRCI-LTS-E - Must be submitted for all buildings
J. DECLARATION OF REQUIRED CERTIFICATES OF ACCEPTANCE
There are no forms required for this project.
STATE OF CALIFORNIA
Sign Lighting CALIFORNIA ENERGY COMMISSION
CERTIFICATE OF COMPLIANCE NRCC-LTS-E
Project Name: Raising Cane's #1032 Santa Ana Report Page: (Page 5 of 5)
Project Address: Date Prepared: 2025-01-13T17:08:59-05:00
Generated Date/Time:Documentation Software: Energy Code Ace
CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000
Schema Version: rev 20220101
Compliance ID: 214524-0125-0003
Report Generated: 2025-01-13 14:09:01
DOCUMENTATION AUTHOR'S DECLARATION STATEMENT
I certify that this Certificate of Compliance documentation is accurate and complete.
Documentation Author Name:
Oscar Sanchez
Documentation Author Signature:
Company:
New Image Signs & Service Inc.
Signature Date:
Address:CEA/ HERS Certification Identification (if applicable):
City/State/Zip:Phone:
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 Compliance is true and correct.
2.I 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 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.I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) 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.
Responsible Designer Name:
Oscar Sanchez
Responsible Designer Signature:
Company:
New Image Signs & Service Inc.
Date Signed:
Address:License:
City/State/Zip:Phone:
DESIGN SPECIFICATIONS DESIGN CRITERA
1 ::Wind::Vult =115 mph
2 Exposure: C
3 ::Ground Snow Load::pg =20 psf
4 ::Soils::
5 Aluminum Design Manual (ADM-1) 2020 Per Building Code Presumptive Class 5
Allowable Lateral Bearing: 100 psf
llowable Vertical Bearing: 1500 psf/ft
::Seismic Design Parameters::
Site Class: D - Default SDC: - Default
Ss =1.309 g
S1 =0.466 g
TL =8 sec
501 W Broadway, STE 425
San Diego, CA 92101
(o) 619-354-1152
projects@reverenceengineering.com
for
Raising Cane's Menu Board
California Building Code (CBC) 2022
ASCE 7-16: Minimum Design Loads for Buildings and Other Structures
ACI 318-19: Building Code Requirements for Structural Concrete
STRUCTURAL CALCULATIONS
at
1303 N. Bristol St
Santa Ana, CA 92706
Prepared for:
AGI
Package Type:Project #:
Initial Submittal 2511019A
ANSI/AISC 360-16: Specification for Structural Steel Buildings
Date Signed: 17/11/2025
Reverence Engineering
1 of 6
Page 27
Page 27
Project #:
WIND LOADS ON OTHER STRUCTURES AND BUILDING APPURTENANCES PER CHAPTER 29
DESIGN WIND LOADS - SOLID SIGNS (SECTION 29.5)
V = 115 mph Basic Wind Speed s/h = 1 - Cabinent to Overall Height Ratio Exposure Category: C
h =5.9583 ft Average Height B/s = 1.1591 - Cabinent Width to Height Ratio
s =5.9583 ft Vertical sign dimension zg =900 ft Terrain Exposure Constant [Table 26.9-1]
B =6.9063 ft Horizontal sign dimension Į = 9.5 - Terrain Exposure Constant [Table 26.9-1]
İ =100%- Solid to Gross Area Ratio (porosity)Kd =0.85 Directionality Factor [Table 26.6-1]
FoS =0%-Add'l. FoS applied to pz Kzt =1 Topographic Factor [26.8.2]
G = 0.85 - Gust Effect Factor [26.9.1]
IF two poles, spacing:0 ft [0 for one pole]
0.2B = 1.3813 ft Case B Offset (Used for minimum torsion in the case of a single pole)
Distribution Factor: 1 - (Fraction of sign load that must be attributed to each pole, if more than one is present)
Figure 29.4-1 Cf Cases A & B
Aspect Ratio B/s
0.05 0.1 0.2 0.5 1 2 4 5 10 20 30 45
1.00 1.80 1.70 1.65 1.55 1.45 1.40 1.35 1.35 1.30 1.30 1.30 1.30 1 1.1591 2
0.90 1.85 1.75 1.70 1.60 1.55 1.50 1.45 1.45 1.40 1.40 1.40 1.40 1 1.45 1.44 1.40
0.70 1.90 1.85 1.75 1.70 1.65 1.60 1.60 1.55 1.55 1.55 1.55 1.55 1 1.44
0.50 1.95 1.85 1.80 1.75 1.75 1.70 1.70 1.70 1.70 1.70 1.70 1.75 0.90 1.55 1.54 1.50
0.30 1.95 1.90 1.85 1.80 1.80 1.80 1.80 1.80 1.80 1.85 1.85 1.85 Cf =1.442 -
0.20 1.95 1.90 1.85 1.80 1.80 1.80 1.80 1.80 1.85 1.90 1.90 1.95 Force Coefficient [Figure 29.4-1]
0.16 1.95 1.90 1.85 1.85 1.80 1.80 1.85 1.85 1.85 1.90 1.90 1.95
s/h INTERPOLATION
1303 N. Bristol St , Santa Ana, CA 92706 2511019A Raising Cane's Menu Board - Menu Board
2 of 6
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Project #:
SIGN BUILD
FORCE is PER POLE and reflects distribution per Case B to applicable components
1 0.2396 7.1771 0.2 0.1198 0.8489 24.429 29.943 1.7 0.1 0.0 0.1
2 5.7188 6.9063 6.0 3.099 0.8489 24.429 29.943 39.5 1.2 3.7 1.6
3 6.0 5.9583 0.8489 24.429 29.943 0.0 0.0 0.0 0.0
4 6.0 5.9583 0.8489 24.429 29.943 0.0 0.0 0.0 0.0
5 6.0 5.9583 0.8489 24.429 29.943 0.0 0.0 0.0 0.0
6 6.0 5.9583 0.8489 24.429 29.943 0.0 0.0 0.0 0.0
7 6.0 5.9583 0.8489 24.429 29.943 0.0 0.0 0.0 0.0
8 6.0 5.9583 0.8489 24.429 29.943 0.0 0.0 0.0 0.0
9 6.0 5.9583 0.8489 24.429 29.943 0.0 0.0 0.0 0.0
10 6.0 5.9583 0.8489 24.429 29.943 0.0 0.0 0.0 0.0
11 6.0 5.9583 0.8489 24.429 29.943 0.0 0.0 0.0 0.0
12 6.0 5.9583 0.8489 24.429 29.943 0.0 0.0 0.0 0.0
13 6.0 5.9583 0.8489 24.429 29.943 0.0 0.0 0.0 0.0
14 6.0 5.9583 0.8489 24.429 29.943 0.0 0.0 0.0 0.0
15 6.0 5.9583 0.8489 24.429 29.943 0.0 0.0 0.0 0.0
16 6.0 5.9583 0.8489 24.429 29.943 0.0 0.0 0.0 0.0
17 6.0 5.9583 0.8489 24.429 29.943 0.0 0.0 0.0 0.0
18 6.0 5.9583 0.8489 24.429 29.943 0.0 0.0 0.0 0.0
19 6.0 5.9583 0.8489 24.429 29.943 0.0 0.0 0.0 0.0
20 6.0 5.9583 0.8489 24.429 29.943 0.0 0.0 0.0 0.0
H = 5.9583 ft Overall height check 1.2 3.7 1.7 0.0 0.0
kip kip-ft kip-ft kip-ft kip-ft
h = Cumulative Height to top of section
z = Centroid of Section Height
Kz =Velocity Pressure Exposure Coefficient [Table 29.3-1]
qh =Velocity Pressure (psf)qz =0.00256*Kd*Kz*Kzt*V2 [Eqn 27.3-1]
p = Design Wind Pressure (psf) p =qh*G*Cf [Eqn 29.4-1]
SPLICE (OR SECTION) LOADS
NOTES:
1 Moments include an additional 10% per 29.4-1 if s/h=1.
2 Moments and Shears include either 50% split or Distribution Factor in the case of 2 poles
3 In the case of 2 poles, Torsion is zero.
1 #N/A #N/A #N/A #N/A #N/A #N/A #N/A
2 #N/A #N/A #N/A #N/A #N/A #N/A #N/A
3 #N/A #N/A #N/A #N/A #N/A #N/A #N/A
4 #N/A #N/A #N/A #N/A #N/A #N/A #N/A
#N/A #N/A #N/A
#N/A #N/A #N/A
GRADE 1.234 4.038 1.707
#N/A #N/A #N/A
#N/A #N/A #N/A
V (kip) M (k-ft) T (k-ft)Splice h
(ft)Stage w
(ft)
h+
(ft)
p
(psf)
AF
(sqft)
Fu
(kip)
z
(ft)
These are intermediate values and may not match
final values used.
AF
(sqft)
Fu
(kip)
Mu
(k-ft)
Tu
(k-ft)Mu1 Mu2CAB?h
(ft)
z
(ft)Kz
qz
(psf)
pz
(psf)#ǻh
(ft)
Width
(ft)Cant.
1303 N. Bristol St , Santa Ana, CA 92706 2511019A Raising Cane's Menu Board - Menu Board
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Project #:
SEISMIC ANALYSIS FOR NON-BUILDING STRUCTURES NOT SIMILAR TO BUILDINGS REF: ASCE CHAPTER 15
Site Class:
Ss =1.309 of g Short Period Spectral Acceleration (USGS)
S1 =0.466 of g 1-sec Period Spectral Acceleration (USGS)0.25 0.5 0.75 1.0 1.25 1.5 1.25 1.50
TL =8 sec Long-Period Transition Period (USGS)D 1.6 1.4 1.2 1.1 1.0 1.0 1.00 1.00
Ie 1.0 - ASCE 7-16 Table 1.5-2 per 15.4.1.1
hn =5.9583 ft Structural height
w =15 psf Seismic Weight for analysis (conservative)
R =3 - Response Modification Coefficient for:0.1 0.2 0.3 0.4 0.5 0.6 0.40 0.50
Signs and Billboards (Chapter 15)D 2.4 2.2 2 1.9 1.8 1.7 1.90 1.80
Fa =1.20 - Short-Period Site Coefficient
Fv =1.83 - Long-Period Site Coefficient Section 11.4.8 Exception:
SMS =1.57 - Spectral Response Acceleration Parameter [Eqn 11.4-1]
SM1 =0.85 - Spectral Response Acceleration Parameter [Eqn 11.4-2]
SDS =1.05 - Design Spectral Acceleration Parameter [Eqn 11.4-3]
SD1 =0.57 - Design Spectral Acceleration Parameter [Eqn 11.4-4]
x = 0.75 - Period Parameter [Table 12.8-2]
Ct =0.02 - Period Parameter [Table 12.8-2]
Ta =0.08 sec Approximate Fundamental Period [Eqn 12.8-7]
Ts =0.5441 sec
SEISMIC RESPONSE COEFFICIENTS PER ASCE 7-16 12.8.1.1 Values for Section 11.4.8 Exception (as required):
Cs =0.3491 - Seismic Response Coefficient [Eqn 12.8-2]for T 1.5 Ts Cs =0.3491 - <--Use
Cs =2.49 -Upper limit for T TL [Eqn 12.8-3]for 1.5 Ts < T TL Cs =3.735 -
Cs =261.17 -Upper limit for T > TL [Eqn 12.8-4]for T > TL Cs =391.75 -
Cs,use =0.3491 -Cs,use =0.3491 -
Cs,use =0.3491 - Seismic Response Coefficient
Seismic Load (per pole):
1 0.2 7.2 0.2 0.1198 25.793 0.009 0.0011 Base Bending Moment:0.6 k-ft
2 5.7 6.9 5.9583 3.099 592.43 0.2068 0.6409 Base Shear: 0.2158 kip
3 0.0 0.0 5.9583 5.9583 0 0 0 WIND GOVERNS
4 0.0 0.0 5.9583 5.9583 0 0 0
5 0.0 0.0 5.9583 5.9583 0 0 0 Overstrength (per pole):ȍ = 1.75 -
6 0.0 0.0 5.9583 5.9583 0 0 0 Base Bending Moment:1.1 k-ft
7 0.0 0.0 5.9583 5.9583 0 0 0 Base Shear: 0.3776 kip
8 0.0 0.0 5.9583 5.9583 0 0 0 WIND GOVERNS
9 0.0 0.0 5.9583 5.9583 0 0 0
10 0.0 0.0 5.9583 5.9583 0 0 0 Post-Installed Anchors (0.75) per 17.2.3.4.4:
11 0.0 0.0 5.9583 5.9583 0 0 0 (only when applicable)
12 0.0 0.0 5.9583 5.9583 0 0 0 Base Bending Moment:1.5 k-ft
13 0.0 0.0 5.9583 5.9583 0 0 0 Base Shear:0.5 kip
14 0.0 0.0 5.9583 5.9583 0 0 0 WIND GOVERNS
15 0.0 0.0 5.9583 5.9583 0 0 0
16 0.0 0.0 5.9583 5.9583 0 0 0
17 0.0 0.0 5.9583 5.9583 0 0 0
18 0.0 0.0 5.9583 5.9583 0 0 0
19 0.0 0.0 5.9583 5.9583 0 0 0
20 0.0 0.0 5.9583 5.9583 0 0 0
H = 5.9583 ft Overall height check
W
(lb)
w
(plf)
w
(psf)
h
(ft)
D - Default Table 11.4-1: Short-Period Site Coefficient, Fa (excerpt)
Site
Class
Short Period Spectral Acceleration, Ss
Table 11.4-2: Long-Period Site Coefficient, Fv (excerpt)
Site
Class
z
(ft)
W
(lb)
Fu
(kip)
Mu
(k-ft)#ǻh
(ft)
Width
(ft)
1-Sec Period Spectral Acceleration, S1
Weight Overrides
2. Structures on Site Class D sites with S1 greater than or
equal to 0.2, provided the value of the seismic response
coefficient Cs is determined by Eq. (12.8-2) for values of T
1.5Ts and taken as equal to 1.5 times the value computed in
accordance with either Eq. (12.8-3) for TL T > 1.5Ts or Eq.
(12.8-4) for T > TL.
1303 N. Bristol St , Santa Ana, CA 92706 2511019A Raising Cane's Menu Board - Menu Board
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Project #:
CAST-IN-PLACE PIER DESIGN Primary
b =2 ft Footing diameter*Soil Class: 5
Mu =4.04 k-ft Moment at grade Vu =1.23 k Shear at grade Ȧ = 1.3 Per IBC 1605.3.2
Ms =2.4229 k-ft Service M (0.6*Mu)Vs =0.74 k Service V (0.6*Vu P = 962.6 lb Lateral Wind Force
s = 100 psf/ft Lateral Bearing per IBC Table 1806.2
s' = 267 psf/ft Increased per IBC 1806.1 & 1806.3.4
ITERATION PER IBC 1807.3.2.1 DESIGN RESULTS
h = 3.27 ft S1 = 419.6 psf MIN. PIER DEPTH: 4 ft and 9 in
d = 4.7146 ft A = 2.6841 ft MIN. PIER DIAMETER*: 2 ft and 0 in
*Also refers to diagonal of a square or rectangle
MEMBER SELECTION STAGE: 1 LRFD DESIGN
Mu =4.04 k-ft Tu =1.71 k-ft ij = 0.9 Fy =46 ksi
Vu =1.23 kip L = 5.9583 ft = 71.5 in Zreq =1.1705 in3
Z ijMn ijVn ijTn
(in3)(k-ft) D/C Check (kip) D/C Check (k-ft) D/C Check D/C Check
1.28 4.416 0.9144 OK!17.942 0.0688 OK!3.8232 0.4466 OK!1.18 N.G.
Z ijMn ijVn ijTn
(in3)(k-ft) D/C Check (kip) D/C Check (k-ft) D/C Check D/C Check
4.69 16.181 0.2496 OK!38.199 0.0323 OK!13.587 0.1257 OK!0.2496 OK!
ECCENTRIC WELD GROUP (RECTANGULAR SECTION)
B =4 in Weld Pattern Width a = 0.1768 in Weld Throat
H =4 in Weld Pattern Height (Strong Axis)w =2.828 in Fillet weld area FEXX =psi
S =0.25 in Fillet weld size
Vy =1.23 kip In Plane Force Iw,x-x =8.0559 in Weld Moment of Inertia
Pz =0 kip Out-of-Plane Force y =2 in Center of Gravity
Mx-x =48.458 kip-in Weld Group Moment
fv,y =0.4364 ksi Weld stress due to Vy
FEXX =70 ksi Weld tensile strength fv,z =0 ksi Weld stress due to Pz
Fn,w =42 ksi Nominal weld strength b,x-x =12.03 ksi Weld force due to Mx-x
ij = 0.75 - Strength Reduction Factor COMPARATIVE STRESSES
ijFn,w =31.5 ksi Weld design capacity fRES =12.038 ksi D/C: 0.3822 OK
STEEL PLATE SQUARE POST, SQUARE PLATE UNIAXIAL BENDING
Mu1 =4.04 k-ft Design Moment T r 1 =6.057 kip Group Tension F =36 ksi Plate Yield
b =11 in Plate width Mu,l =12.11 k-in Plate Moment t =0.75 in Plate thickness
edge =1.5 in Bolt Edge Distance Z = 1.389 in Plastic Section Modulus n =2 - # T fasteners
d =4 in Tube Depth Mn =49.99 k-in Nominal Yield Moment
sb =8 in Fastener spacing ijb =0.9 - Strength Reduction Factor
arm = 2 in Plate Bending Arm ijMn =44.99 k-in Yield Moment apacity
bef =9.875 in Bending Width verride as ener u =3.0 p(LRFD)
bef =9.875 in E ective Bending Width D/C: 0.269 K x .6 = 1.8 p(ASD)
HSS2-1/4X2-1/4X1/4
Mild Steel
70000
Ratio
2.375
Section Type:SquareHSS
( X )
MA
N
U
A
L
SE
L
E
C
T
I
O
N
Section Name Combined
HSS4X4X1/4
( )
LE
A
S
T
Z
SE
L
E
C
T
I
O
N
Section Name Combined
1303 N. Bristol St , Santa Ana, CA 92706 2511019A Raising Cane's Menu Board - Menu Board
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Project #:
F1554 ANCHOR ROD (STEEL) CHECK
Diam. TPI
Tu =3.0 kip Rod Tension Nsa =19.399 kip Nominal Tensile Capacity 0.25 20
Vu =0.6171 kip Rod Shear ij = 0.75 -0.375 16
drod =0.75 in Rod diameter ijNsa =14.549 kip 0.5 13
GR. :36 - Rod Grade D/C : 0.2082 OK Tension Capacity Ratio 0.625 11
x Grout Pad? (Vn x 0.80)Vsa =11.64 kip Nominal Shear Capacity 0.75 10
nT =10 - Threads per inch (TPI)ij = 0.65 -0.785 9
Fya =36 ksi Yield Strength ijVsa =6.0524 1 8
Futa =58 ksi Ultimate Strength D/C : 0.102 OK Shear Capacity Ratio 1.125 7
Futa =58 ksi Min(Futa, 1.9fya, 125)1.25 7
Ase,N =0.3345 in2 Effective Coss-Sectional Area D/C : 0.0954 OK Combined Capacity Ratio 1.5 6
Re
f
e
r
e
n
c
e
T
a
b
l
e
1303 N. Bristol St , Santa Ana, CA 92706 2511019A Raising Cane's Menu Board - Menu Board
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Page 32
DESIGN SPECIFICATIONS DESIGN CRITERA
1 ::Wind::Vult =95 mph
2 Exposure: C
3 ::Ground Snow Load::pg =0 psf
4 ::Soils::
5 Per Building Code Presumptive Class 5
llowable Lateral Bearing: 100 psf/ft
Allowable Vertical Bearing: 1500 psf
::Seismic Design Parameters::
Site Class: D - Default SDC: D
Ss =1.309 g
S1 =0.466 g
TL =8 sec
501 W Broadway, STE 425
San Diego, CA 92101
(o) 619-354-1152
projects@reverenceengineering.com
Raising Cane's RC1032 Monument Sign
23/06/2025
Aluminum Design Manual (ADM-1) 2020
STRUCTURAL CALCULATIONS
at
1303 N. Bristol St
Santa Ana, CA 92706
Prepared for:
AGI
Package Type:Project #:
Initial Submittal 2506083
for
Date Signed:
California Building Code (CBC) 2022
ASCE 7-16: Minimum Design Loads for Buildings and Other Structures
ACI 318-19: Building Code Requirements for Structural Concrete
ANSI/AISC 360-16: Specification for Structural Steel Buildings
Reverence Engineering
1 of 5
Page 10
Page 10
Project #:
1. Wind Loads on other structures and building appurtenances per Chapter 29, Section 29.5 (Solid Signs).
Vult =95 mph Basic Wind Speed zg =900 ft Terrain Exposure Constant [Table 26.9-1]
Exp: C - Exposure Category Į = 9.5 - Terrain Exposure Constant [Table 26.9-1]
İ =100%- Solid to Gross Area Ratio (porosity)Kd =0.85 Directionality Factor [Table 26.6-1]
Add'l =0%-Add'l. capacity applied to pz Kzt =1 Topographic Factor [26.8.2]
b =0 ft 2-pole spacing ('0' for one pole or other) G = 0.85 - Gust Effect Factor [26.9.1]
1 7.0 5.5 6.9167 Yes 1.5 0.79 1.26 0.27 0.22 1.55 1.50 1.65 1.60 1.54 1.64 1.54 1.01 1.00
2
3
4
5
6
7
8
1For double-faced signs with all sides enclosed select "Yes" for Cf reduction per code. ("No" or blank is conservative if unknown)
2Cabinet Thickness (Use 0 or leave blank for unknown)
0 0.05 0.1 0.2 0.5 1 2 4 5 10 20 30 45 100
1.00 1.80 1.80 1.70 1.65 1.55 1.45 1.40 1.35 1.35 1.30 1.30 1.30 1.30 1.30
0.90 1.85 1.85 1.75 1.70 1.60 1.55 1.50 1.45 1.45 1.40 1.40 1.40 1.40 1.40
0.70 1.90 1.90 1.85 1.75 1.70 1.65 1.60 1.60 1.55 1.55 1.55 1.55 1.55 1.55
0.50 1.95 1.95 1.85 1.80 1.75 1.75 1.70 1.70 1.70 1.70 1.70 1.70 1.75 1.75
0.30 1.95 1.95 1.90 1.85 1.80 1.80 1.80 1.80 1.80 1.80 1.85 1.85 1.85 1.85
0.20 1.95 1.95 1.90 1.85 1.80 1.80 1.80 1.80 1.80 1.85 1.90 1.90 1.95 1.95
0.16 1.95 1.95 1.90 1.85 1.85 1.80 1.80 1.85 1.85 1.85 1.90 1.90 1.95 1.95
0.00 1.95 1.95 1.90 1.85 1.85 1.80 1.80 1.85 1.85 1.85 1.90 1.90 1.95 1.95
h = Average Height (ft) at top of section/element s/h = Cabinet to Average Height Ratio
s = Vertical sign dimension (f `B/s = Cabinet Width to Cabinet Height Ratio
B = Horizontal sign dimension (ft)
z = Centroid of Section Height
Kz =Velocity Pressure Exposure Coefficient
qh =Velocity Pressure (psf)qz =0.00256*Kd*Kz*Kzt*V2
p = Design Wind Pressure (psf) p =qh*G*Cf
Notes & Assumptions:
Aspect Ratio B/s
Figure 29.4-1 Cf Cases A & B
~~~~~~ Cases A & B Cf Interpolation ~~~~~~t2 (ft)Rmin Rmax
Case B
Distrib.Encl.1h
(ft)
s
(ft)
s/h
Cab.
#B/s 0.2B
2506083 Raising Cane's RC1032 Monument Sign
1303 N. Bristol St , Santa Ana, CA 92706
Design Wind Loads on Solid Signs
Wind Pressure Analysis
Cf
B
(ft)s/h
2 of 5
Page 11
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Project #:
SIGN BUILD
FORCE is PER POLE and reflects distribution per Case B to applicable components
1 0.5833 0 0.6 0.2917 0 0.8489 16.671 0 0.0 0.00 0.00 0.0
2 0.0833 0 0.7 0.625 0 0.8489 16.671 0 0.0 0.00 0.00 0.0
3 1.4167 6.9167 1 2.1 1.375 1.5364 0.8489 16.671 21.771 9.8 0.21 0.29 0.3
4 0.5 6.4167 1 2.6 2.3333 1.5364 0.8489 16.671 21.771 3.2 0.07 0.16 0.1
5 4.5 6.9167 1 7.1 4.8333 1.5364 0.8489 16.671 21.771 31.1 0.68 3.28 0.9
6 0.5 7.4167 1 7.6 7.3333 1.5364 0.8489 16.671 21.771 3.7 0.08 0.59 0.1
7 7.6 7.5833 0 0.8489 16.671 0 0.0 0.00 0.00 0.0
8 7.6 7.5833 0 0.8489 16.671 0 0.0 0.00 0.00 0.0
9 7.6 7.5833 0 0.8489 16.671 0 0.0 0.00 0.0 0.0
10 7.6 7.5833 0 0.8489 16.671 0 0.0 0.00 0.0 0.0
11 7.6 7.5833 0 0.8489 16.671 0 0.0 0.00 0.0 0.0
12 7.6 7.5833 0 0.8489 16.671 0 0.0 0.00 0.0 0.0
13 7.6 7.5833 0 0.8489 16.671 0 0.0 0.00 0.0 0.0
14 7.6 7.5833 0 0.8489 16.671 0 0.0 0.00 0.0 0.0
15 7.6 7.5833 0 0.8489 16.671 0 0.0 0.00 0.0 0.0
16 7.6 7.5833 0 0.8489 16.671 0 0.0 0.00 0.0 0.0
17 7.6 7.5833 0 0.8489 16.671 0 0.0 0.00 0.0 0.0
18 7.6 7.5833 0 0.8489 16.671 0 0.0 0.00 0.0 0.0
19 7.6 7.5833 0 0.8489 16.671 0 0.0 0.00 0.0 0.0
20 7.6 7.5833 0 0.8489 16.671 0 0.0 0.00 0.0 0.0
21 7.6 7.5833 0 0.8489 16.671 0 0.0 0.00 0.0 0.0
22 7.6 7.5833 0 0.8489 16.671 0 0.0 0.00 0.0 0.0
23 7.6 7.5833 0 0.8489 16.671 0 0.0 0.00 0.0 0.0
24 7.6 7.5833 0 0.8489 16.671 0 0.0 0.00 0.0 0.0
25 7.6 7.5833 0 0.8489 16.671 0 0.0 0.00 0.0 0.0
H = 7.5833 ft ĸ Overall height check1 1.0 4.3 1.4 0.0
1For evaluation, may not be equivalent to the actual structure height above grade kip kip-ft kip-ft kip-ft
1. Moments this section include an additional 10% per 29.4-1 if s/h=1.
2. Moments and Shears include either 50% split or Distribution Factor in the case of 2 poles (torsion is zero).
3. Splice Reactions may be a physical splice in the system or any other point of interest
1 #N/A #N/A #N/A #N/A #N/A #N/A #N/A
2 #N/A #N/A #N/A #N/A #N/A #N/A #N/A
3 #N/A #N/A #N/A #N/A #N/A #N/A #N/A
4 #N/A #N/A #N/A #N/A #N/A #N/A #N/A
5 #N/A #N/A #N/A #N/A #N/A #N/A #N/A
6 #N/A #N/A #N/A #N/A #N/A #N/A #N/A
Splice or Section Loads / Reactions
Cabinet
Cabinet
Cabinet
Cf
(Intermediate
V (kip) M (k-ft) T (k-ft)Splice h
(ft)Stage w
(ft)
h+
(ft)
p
(psf)
Fu
(kip)
z
(ft)
#N/A #N/A
#N/A #N/A #N/A
1.04 4.32 1.44GRADE REACTIONS* Ļ
#N/A #N/A
*Grade Reactions are not necessarily at physical grade, but represent the reactions at the lowest elevation (Elev. = 0'-0") calculated from the above "Sign Build" table.
#N/A
L
O
W
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
>
H
I
G
H
#AF
(sqft)
h
(ft)
z
(ft)
pz
(psf)
Sq. Normal
Tu
(k-ft)Mu1
2506083 Raising Cane's RC1032 Monument Sign
1303 N. Bristol St , Santa Ana, CA 92706
Kz
qz
(psf)Type
Sq. Normal
Wind Load Analysis
ǻh
(ft)
Width
(ft)Cant.
#N/A #N/A #N/A
#N/A #N/A #N/A
#N/A #N/A #N/A
#N/A
Fu
(kip)
Mu
(k-ft)
Cabinet
Cab.
#
AF
(sqft)
Notes & Assumptions:
ĺ
3 of 5
Page 12
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Project #:
SEISMIC ANALYSIS FOR NON-BUILDING STRUCTURES NOT SIMILAR TO BUILDINGS REF: ASCE CHAPTER 15
Site Class:
Ss =1.309 of g Short Period Spectral Acceleration (USGS)
S1 =0.466 of g 1-sec Period Spectral Acceleration (USGS)0.25 0.5 0.75 1.0 1.25 1.5 1.25 1.50
TL =8 sec Long-Period Transition Period (USGS)D 1.6 1.4 1.2 1.1 1.0 1.0 1.00 1.00
Ie 1.0 - ASCE 7-16 Table 1.5-2 per 15.4.1.1
hn =7.5833 ft Structural height
w =15 psf Seismic Weight for analysis (conservative)
R =3 - Response Modification Coefficient for:0.1 0.2 0.3 0.4 0.5 0.6 0.40 0.50
Signs and Billboards (Chapter 15)D 2.4 2.2 2 1.9 1.8 1.7 1.90 1.80
Fa =1.20 - Short-Period Site Coefficient
Fv =1.83 - Long-Period Site Coefficient Section 11.4.8 Exception:
SMS =1.57 - Spectral Response Acceleration Parameter [Eqn 11.4-1]
SM1 =0.85 - Spectral Response Acceleration Parameter [Eqn 11.4-2]
SDS =1.05 - Design Spectral Acceleration Parameter [Eqn 11.4-3]
SD1 =0.57 - Design Spectral Acceleration Parameter [Eqn 11.4-4]
x = 0.75 - Period Parameter [Table 12.8-2]
Ct =0.02 - Period Parameter [Table 12.8-2]
Ta =0.09 sec Approximate Fundamental Period [Eqn 12.8-7]
Ts =0.5441 sec
SEISMIC RESPONSE COEFFICIENTS PER ASCE 7-16 12.8.1.1 Values for Section 11.4.8 Exception (as required):
Cs =0.3491 - Seismic Response Coefficient [Eqn 12.8-2]for T 1.5 Ts Cs =0.3491 - <--Use
Cs =2.078 -Upper limit for T TL [Eqn 12.8-3]for 1.5 Ts < T TL Cs =3.117 -
Cs =181.89 -Upper limit for T > TL [Eqn 12.8-4]for T > TL Cs =272.84 -
Cs,use =0.3491 -Cs,use =0.3491 -
Cs,use =0.3491 - Seismic Response Coefficient
Seismic Load (per pole):
1 0.6 0.0 0.6 0.2917 0 0 0 Base Bending Moment: 1.0 k-ft
2 0.1 0.0 0.6667 0.625 0 0 0 Base Shear: 0.2505 kip
3 1.4 6.9 2.0833 1.375 146.98 0.0513 0.0705 WIND GOVERNS
4 0.5 6.4 2.5833 2.3333 48.125 0.0168 0.0392
5 4.5 6.9 7.0833 4.8333 466.88 0.163 0.7877 Overstrength (per pole)ȍ = 1.75 -
6 0.5 7.4 7.5833 7.3333 55.625 0.0194 0.1424 Base Bending Moment: 1.8 k-ft
7 0.0 0.0 7.5833 7.5833 0 0 0 Base Shear: 0.4384 kip
8 0.0 0.0 7.5833 7.5833 0 0 0 WIND GOVERNS
9 0.0 0.0 7.5833 7.5833 0 0 0
10 0.0 0.0 7.5833 7.5833 0 0 0 Post-Installed Anchors (0.75) per 17.2.3.4.4:
11 0.0 0.0 7.5833 7.5833 0 0 0 (only when applicable)
12 0.0 0.0 7.5833 7.5833 0 0 0 Base Bending Moment: 2.4 k-ft
13 0.0 0.0 7.5833 7.5833 0 0 0 Base Shear: 0.6 kip
14 0.0 0.0 7.5833 7.5833 0 0 0 WIND GOVERNS
15 0.0 0.0 7.5833 7.5833 0 0 0
16 0.0 0.0 7.5833 7.5833 0 0 0
17 0.0 0.0 7.5833 7.5833 0 0 0
18 0.0 0.0 7.5833 7.5833 0 0 0
19 0.0 0.0 7.5833 7.5833 0 0 0
20 0.0 0.0 7.5833 7.5833 0 0 0
H = 7.5833 ft Overall height check
Weight Overrides
h
(ft)#ǻh
(ft)
Width
(ft)
2. Structures on Site Class D sites with S1 greater than or
equal to 0.2, provided the value of the seismic response
coefficient Cs is determined by Eq. (12.8-2) for values of T
1.5Ts and taken as equal to 1.5 times the value
computed in accordance with either Eq. (12.8-3) for TL T
> 1.5Ts or Eq. (12.8-4) for T > TL.
z
(ft)
W
(lb)
Fu
(kip)
Mu
(k-ft)
W
(lb)
w
(plf)
w
(psf)
D - Default Table 11.4-1: Short-Period Site Coefficient, Fa (excerpt)
Site
Class
Short Period Spectral Acceleration, Ss
Table 11.4-2: Long-Period Site Coefficient, Fv (excerpt)
Site
Class
1-Sec Period Spectral Acceleration, S1
Raising Cane's RC1032 Monument Sign 2506083 1303 N. Bristol St , Santa Ana, CA 92706
Seismic Load Analysis
4 of 5
Page 13
Page 13
Project #:
Class:5 - Soil Class P = 624.932 lb Lateral Wind Force s = 100 psf/ft Lateral Bearing per IBC Table 1806.2
b =1.5 ft Footing diameter* h = 4.15 ft Equivalent Centroid s' = 200 psf/ft Increased per IBC 1806.3.4
u =4.32 k-ft Moment at grade s =2.59417 k-ft erv ce .u
u =1.04 k Shear at grade s =0.62493 k erv ce .u
ITERATION PER IBC 1807.3.2.1 DESIGN RESULTS
S1 =348.26 psf MIN. PIER DEPTH: 5 ft and 3 in Ratio:3.5 -
d =5.2239 ft MIN. PIER DIAMETER*: 1 ft and 6 in Vol:9.2314 cf
A =2.7993 ft *Also refers to diagonal of a square or rectangle
MEMBER SELECTION STAGE: 1 LRFD DESIGN
Mu =4.32 k-ft Tu =1.44 k-ft ij = 0.9 Fy =35 ksi
Vu =1.04 kip L = 7.5833 ft = 91 in Zreq =1.6471 in3
Z ijMn ijVn ijTn
(in3)(k-ft) D/C Check (kip) D/C Check (k-ft) D/C Check D/C Check
2.19 5.7488 0.7521 OK!19.562 0.0532 OK!5.412 0.2664 OK!0.8543 OK!
Z ijMn ijVn ijTn
(in3)(k-ft) D/C Check (kip) D/C Check (k-ft) D/C Check D/C Check
2.19 5.7488 0.7521 OK!19.562 0.0532 OK!5.412 0.2664 OK!0.8543 OK!
Combined
3" Std. Pipe
( )LEAST Z
(Flexure Only)
Section Name Combined
3" Std. Pipe
RUN
( X )MANUAL
SELECTION
Section Name
Section Type:PipeA53
Raising Cane's RC1032 Monument Sign 2506083 1303 N. Bristol St , Santa Ana, CA 92706
Unconstrained Cast-in-Place Pier Design
Pier & Pole Design
5 of 5
Page 14
Page 14
DESIGN SPECIFICATIONS DESIGN CRITERA
1 ::Wind::Vult =115 mph
2 Exposure: C
3 ::Ground Snow Load::pg =20 psf
4 ::Soils::
Per Building Code Presumptive Class 5
Allowable Lateral Bearing: 100 psf
llowable Vertical Bearing: 1500 psf/ft
::Seismic Design Parameters::
Site Class: D - Default SDC: D - Default
Ss =1.309 g
S1 =0.466 g
TL =8 sec
501 W Broadway, STE 425
San Diego, CA 92101
(o) 619-354-1152
projects@reverenceengineering.com
for
Raising Cane's Pre-sell Board
California Building Code (CBC) 2022
ASCE 7-16: Minimum Design Loads for Buildings and Other Structures
ACI 318-19: Building Code Requirements for Structural Concrete
STRUCTURAL CALCULATIONS
at
1303 N. Bristol St
Santa Ana, CA 92706
Prepared for:
AGI
Package Type:Project #:
Initial Submittal 2511019B
ANSI/AISC 360-16: Specification for Structural Steel Buildings
Reverence Engineering
Date Signed: 10/11/2025
1 of 6
Page 37
Page 37
Project #:
WIND LOADS ON OTHER STRUCTURES AND BUILDING APPURTENANCES PER CHAPTER 29
DESIGN WIND LOADS - SOLID SIGNS (SECTION 29.5)
V = 115 mph Basic Wind Speed s/h = 1 - Cabinent to Overall Height Ratio Exposure Category: C
h =6 ft Average Height B/s = 0.3273 - Cabinent Width to Height Ratio
s =6 ft Vertical sign dimension zg =900 ft Terrain Exposure Constant [Table 26.9-1]
B =1.9635 ft Horizontal sign dimension Į = 9.5 - Terrain Exposure Constant [Table 26.9-1]
İ =100%- Solid to Gross Area Ratio (porosity)Kd =0.85 Directionality Factor [Table 26.6-1]
FoS =0%-Add'l. FoS applied to pz Kzt =1 Topographic Factor [26.8.2]
G = 0.85 - Gust Effect Factor [26.9.1]
IF two poles, spacing:0 ft [0 for one pole]
0.2B = 0.3927 ft Case B Offset (Used for minimum torsion in the case of a single pole)
Distribution Factor: 1 - (Fraction of sign load that must be attributed to each pole, if more than one is present)
Figure 29.4-1 Cf Cases A & B
Aspect Ratio B/s
0.05 0.1 0.2 0.5 1 2 4 5 10 20 30 45
1.00 1.80 1.70 1.65 1.55 1.45 1.40 1.35 1.35 1.30 1.30 1.30 1.30 0.2 0.3273 0.5
0.90 1.85 1.75 1.70 1.60 1.55 1.50 1.45 1.45 1.40 1.40 1.40 1.40 1 1.65 1.61 1.55
0.70 1.90 1.85 1.75 1.70 1.65 1.60 1.60 1.55 1.55 1.55 1.55 1.55 1 1.61
0.50 1.95 1.85 1.80 1.75 1.75 1.70 1.70 1.70 1.70 1.70 1.70 1.75 0.90 1.70 1.66 1.60
0.30 1.95 1.90 1.85 1.80 1.80 1.80 1.80 1.80 1.80 1.85 1.85 1.85 Cf =1.6076 -
0.20 1.95 1.90 1.85 1.80 1.80 1.80 1.80 1.80 1.85 1.90 1.90 1.95 Force Coefficient [Figure 29.4-1]
0.16 1.95 1.90 1.85 1.85 1.80 1.80 1.85 1.85 1.85 1.90 1.90 1.95
INTERPOLATIONs/h
2511019B Raising Cane's Pre-sell Board
1303 N. Bristol St , Santa Ana, CA 92706
2 of 6
Page 38
Page 38
Project #:
SIGN BUILD
FORCE is PER POLE and reflects distribution per Case B to applicable components
1 0.2396 1.6875 0.2 0.1198 0.8489 24.429 33.381 0.4 0.0 0.0 0.0
2 1.5313 1.4167 1.8 1.0052 0.8489 24.429 33.381 2.2 0.1 0.1 0.0
3 4.2292 1.9635 6.0 3.8854 0.8489 24.429 33.381 8.3 0.3 1.1 0.1
4 6.0 6 0.8489 24.429 33.381 0.0 0.0 0.0 0.0
5 6.0 6 0.8489 24.429 33.381 0.0 0.0 0.0 0.0
6 6.0 6 0.8489 24.429 33.381 0.0 0.0 0.0 0.0
7 6.0 6 0.8489 24.429 33.381 0.0 0.0 0.0 0.0
8 6.0 6 0.8489 24.429 33.381 0.0 0.0 0.0 0.0
9 6.0 6 0.8489 24.429 33.381 0.0 0.0 0.0 0.0
10 6.0 6 0.8489 24.429 33.381 0.0 0.0 0.0 0.0
11 6.0 6 0.8489 24.429 33.381 0.0 0.0 0.0 0.0
12 6.0 6 0.8489 24.429 33.381 0.0 0.0 0.0 0.0
13 6.0 6 0.8489 24.429 33.381 0.0 0.0 0.0 0.0
14 6.0 6 0.8489 24.429 33.381 0.0 0.0 0.0 0.0
15 6.0 6 0.8489 24.429 33.381 0.0 0.0 0.0 0.0
16 6.0 6 0.8489 24.429 33.381 0.0 0.0 0.0 0.0
17 6.0 6 0.8489 24.429 33.381 0.0 0.0 0.0 0.0
18 6.0 6 0.8489 24.429 33.381 0.0 0.0 0.0 0.0
19 6.0 6 0.8489 24.429 33.381 0.0 0.0 0.0 0.0
20 6.0 6 0.8489 24.429 33.381 0.0 0.0 0.0 0.0
H = 6 ft Overall height check 0.4 1.2 0.1 0.0 0.0
kip kip-ft kip-ft kip-ft kip-ft
h = Cumulative Height to top of section
z = Centroid of Section Height
Kz =Velocity Pressure Exposure Coefficient [Table 29.3-1]
qh =Velocity Pressure (psf)qz =0.00256*Kd*Kz*Kzt*V2 [Eqn 27.3-1]
p = Design Wind Pressure (psf) p =qh*G*Cf [Eqn 29.4-1]
SPLICE (OR SECTION) LOADS
NOTES:
1 Moments include an additional 10% per 29.4-1 if s/h=1.
2 Moments and Shears include either 50% split or Distribution Factor in the case of 2 poles
3 In the case of 2 poles, Torsion is zero.
1 #N/A #N/A #N/A #N/A #N/A #N/A #N/A
2 #N/A #N/A #N/A #N/A #N/A #N/A #N/A
3 #N/A #N/A #N/A #N/A #N/A #N/A #N/A
4 #N/A #N/A #N/A #N/A #N/A #N/A #N/A
GRADE 0.363 1.267 0.134
#N/A #N/A #N/A
#N/A #N/A #N/A
#N/A #N/A #N/A
#N/A #N/A #N/A
AF
(sqft)
Fu
(kip)
z
(ft)V (kip) M (k-ft) T (k-ft)Splice h
(ft)Stage w
(ft)
h+
(ft)
p
(psf)
These are intermediate values and may not match
final values used.
AF
(sqft)
Fu
(kip)
Mu
(k-ft)
Tu
(k-ft)Mu1 Mu2CAB?h
(ft)
z
(ft)Kz
qz
(psf)
pz
(psf)#ǻh
(ft)
Width
(ft)Cant.
2511019B Raising Cane's Pre-sell Board
1303 N. Bristol St , Santa Ana, CA 92706
3 of 6
Page 39
Page 39
Project #:
SEISMIC ANALYSIS FOR NON-BUILDING STRUCTURES NOT SIMILAR TO BUILDINGS REF: ASCE CHAPTER 15
Site Class:
Ss =1.309 of g Short Period Spectral Acceleration (USGS)
S1 =0.466 of g 1-sec Period Spectral Acceleration (USGS)0.25 0.5 0.75 1.0 1.25 1.5 1.25 1.50
TL =8 sec Long-Period Transition Period (USGS)D 1.6 1.4 1.2 1.1 1.0 1.0 1.00 1.00
Ie 1.0 - ASCE 7-16 Table 1.5-2 per 15.4.1.1
hn =6 ft Structural height
w =15 psf Seismic Weight for analysis (conservative)
R =3 - Response Modification Coefficient for:0.1 0.2 0.3 0.4 0.5 0.6 0.40 0.50
Signs and Billboards (Chapter 15)D 2.4 2.2 2 1.9 1.8 1.7 1.90 1.80
Fa =1.20 - Short-Period Site Coefficient
Fv =1.83 - Long-Period Site Coefficient Section 11.4.8 Exception:
SMS =1.57 - Spectral Response Acceleration Parameter [Eqn 11.4-1]
SM1 =0.85 - Spectral Response Acceleration Parameter [Eqn 11.4-2]
SDS =1.05 - Design Spectral Acceleration Parameter [Eqn 11.4-3]
SD1 =0.57 - Design Spectral Acceleration Parameter [Eqn 11.4-4]
x = 0.75 - Period Parameter [Table 12.8-2]
Ct =0.02 - Period Parameter [Table 12.8-2]
Ta =0.08 sec Approximate Fundamental Period [Eqn 12.8-7]
Ts =0.5441 sec
SEISMIC RESPONSE COEFFICIENTS PER ASCE 7-16 12.8.1.1 Values for Section 11.4.8 Exception (as required):
Cs =0.3491 - Seismic Response Coefficient [Eqn 12.8-2]for T 1.5 Ts Cs =0.3491 - <--Use
Cs =2.477 -Upper limit for T TL [Eqn 12.8-3]for 1.5 Ts < T TL Cs =3.7155 -
Cs =258.45 -Upper limit for T > TL [Eqn 12.8-4]for T > TL Cs =387.67 -
Cs,use =0.3491 -Cs,use =0.3491 -
Cs,use =0.3491 - Seismic Response Coefficient
Seismic Load (per pole):
1 0.2 1.7 0.2 0.1198 6.0645 0.0021 0.0003 Base Bending Moment:0.2 k-ft
2 1.5 1.4 1.7708 1.0052 32.539 0.0114 0.0114 Base Shear: 0.057 kip
3 4.2 2.0 6 3.8854 124.56 0.0435 0.1689 WIND GOVERNS
4 0.0 0.0 6 6 0 0 0
5 0.0 0.0 6 6 0 0 0 Overstrength (per pole):ȍ = 1.75 -
6 0.0 0.0 6 6 0 0 0 Base Bending Moment:0.3 k-ft
7 0.0 0.0 6 6 0 0 0 Base Shear: 0.0997 kip
8 0.0 0.0 6 6 0 0 0 WIND GOVERNS
9 0.0 0.0 6 6 0 0 0
10 0.0 0.0 6 6 0 0 0 Post-Installed Anchors (0.75) per 17.2.3.4.4:
11 0.0 0.0 6 6 0 0 0 (only when applicable)
12 0.0 0.0 6 6 0 0 0 Base Bending Moment:0.4 k-ft
13 0.0 0.0 6 6 0 0 0 Base Shear:0.1 kip
14 0.0 0.0 6 6 0 0 0 WIND GOVERNS
15 0.0 0.0 6 6 0 0 0
16 0.0 0.0 6 6 0 0 0
17 0.0 0.0 6 6 0 0 0
18 0.0 0.0 6 6 0 0 0
19 0.0 0.0 6 6 0 0 0
20 0.0 0.0 6 6 0 0 0
H = 6 ft Overall height check
w
(psf)
h
(ft)
z
(ft)
W
(lb)
Fu
(kip)
Mu
(k-ft)
Weight Overrides
#ǻh
(ft)
Width
(ft)
W
(lb)
w
(plf)
2. Structures on Site Class D sites with S1 greater than or
equal to 0.2, provided the value of the seismic response
coefficient Cs is determined by Eq. (12.8-2) for values of T
1.5Ts and taken as equal to 1.5 times the value computed in
accordance with either Eq. (12.8-3) for TL T > 1.5Ts or Eq.
(12.8-4) for T > TL.
Site
Class
1-Sec Period Spectral Acceleration, S1
D - Default Table 11.4-1: Short-Period Site Coefficient, Fa (excerpt)
Site
Class
Short Period Spectral Acceleration, Ss
Table 11.4-2: Long-Period Site Coefficient, Fv (excerpt)
2511019B 1303 N. Bristol St , Santa Ana, CA 92706
Raising Cane's Pre-sell Board
4 of 6
Page 40
Page 40
Project #:
CAST-IN-PLACE PIER DESIGN Primary
b =2 ft Footing diameter*Soil Class: 5
Mu =1.27 k-ft Moment at grade Vu =0.36 k Shear at grade Ȧ = 1.3 Per IBC 1605.3.2
Ms =0.7599 k-ft Service M (0.6*Mu)Vs =0.218 k Service V (0.6*Vu P = 283.2 lb Lateral Wind Force
s = 100 psf/ft Lateral Bearing per IBC Table 1806.2
s' = 267 psf/ft Increased per IBC 1806.1 & 1806.3.4
ITERATION PER IBC 1807.3.2.1 DESIGN RESULTS
h = 3.49 ft S1 = 260.41 psf MIN. PIER DEPTH: 3 ft and 0 in
d = 2.926 ft A = 1.2725 ft MIN. PIER DIAMETER*: 2 ft and 0 in
*Also refers to diagonal of a square or rectangle
MEMBER SELECTION STAGE: 1 LRFD DESIGN
Mu =1.27 k-ft Tu =0.13 k-ft ij = 0.9 Fy =46 ksi
Vu =0.36 kip L = 6 ft = 72 in Zreq =0.3671 in3
Z ijMn ijVn ijTn
(in3)(k-ft) D/C Check (kip) D/C Check (k-ft) D/C Check D/C Check
#N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A
Z ijMn ijVn ijTn
(in3)(k-ft) D/C Check (kip) D/C Check (k-ft) D/C Check D/C Check
1.63 5.6235 0.2252 OK!20.836 0.0174 OK!4.8563 0.0276 OK!0.2252 OK!
ECCENTRIC WELD GROUP (RECTANGULAR SECTION)
B =2.5 in Weld Pattern Width a = 0.1326 in Weld Throat
H =2.5 in Weld Pattern Height (Strong Axis)w =1.3256 in Fillet weld area FEXX =psi
S =0.1875 in Fillet weld size
Vy =0.36 kip In Plane Force Iw,x-x =1.4946 in Weld Moment of Inertia
Pz =0 kip Out-of-Plane Force y =1.25 in Center of Gravity
Mx-x =15.199 kip-in Weld Group Moment
fv,y =0.2739 ksi Weld stress due to Vy
FEXX =70 ksi Weld tensile strength fv,z =0 ksi Weld stress due to Pz
Fn,w =42 ksi Nominal weld strength b,x-x =12.712 ksi Weld force due to Mx-x
ij = 0.75 - Strength Reduction Factor COMPARATIVE STRESSES
ijFn,w =31.5 ksi Weld design capacity fRES =12.715 ksi D/C: 0.4036 OK
STEEL PLATE SQUARE POST, SQUARE PLATE UNIAXIAL BENDING
Mu1 =1.27 k-ft Design Moment T r 1 =1.9 kip Group Tension F =36 ksi Plate Yield
b =14 in Plate width Mu,l =5.225 k-in Plate Moment t =0.75 in Plate thickness
edge =3 in Bolt Edge Distance Z = 1.965 in Plastic Section Modulus n =2 - # T fasteners
d =2.5 in Tube Depth Mn =70.75 k-in Nominal Yield Moment
sb =8 in Fastener spacing ijb =0.9 - Strength Reduction Factor
arm = 2.75 in Plate Bending Arm ijMn =63.67 k-in Yield Moment apacity
bef =13.98 in Bending Width verride as ener u =0.9 p(LRFD)
bef =13.98 in E ective Bending Width D/C: 0.082 K x .6 = 0.6 p(ASD)
Combined
Mild Steel
70000
#N/A
( X )
MA
N
U
A
L
SE
L
E
C
T
I
O
N
Section Name Combined
HSS2-1/2X2-1/2X1/4
Section Type:SquareHSS
( )
LE
A
S
T
Z
SE
L
E
C
T
I
O
N
Section Name
Ratio
1.5
2511019B 1303 N. Bristol St , Santa Ana, CA 92706
Raising Cane's Pre-sell Board
5 of 6
Page 41
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Project #:
F1554 ANCHOR ROD (STEEL) CHECK
Diam. TPI
Tu =0.9 kip Rod Tension Nsa =19.399 kip Nominal Tensile Capacity 0.25 20
Vu =0.1816 kip Rod Shear ij = 0.75 -0.375 16
drod =0.75 in Rod diameter ijNsa =14.549 kip 0.5 13
GR. :36 - Rod Grade D/C : 0.0653 OK Tension Capacity Ratio 0.625 11
x Grout Pad? (Vn x 0.80)Vsa =11.64 kip Nominal Shear Capacity 0.75 10
nT =10 - Threads per inch (TPI)ij = 0.65 -0.785 9
Fya =36 ksi Yield Strength ijVsa =6.0524 1 8
Futa =58 ksi Ultimate Strength D/C : 0.03 OK Shear Capacity Ratio 1.125 7
Futa =58 ksi Min(Futa, 1.9fya, 125)1.25 7
Ase,N =0.3345 in2 Effective Coss-Sectional Area D/C : 0.0135 OK Combined Capacity Ratio 1.5 6
Re
f
e
r
e
n
c
e
T
a
b
l
e
2511019B 1303 N. Bristol St , Santa Ana, CA 92706
Raising Cane's Pre-sell Board
6 of 6
Page 42
Page 42
DESIGN SPECIFICATIONS DESIGN CRITERA
1 ::Wind::Vult =95 mph
2 Exposure: C
3
4 ::Soils::
5 MANUAL ENTRY (below):
llowable Lateral Bearing: 0 psf/ft
Allowable Vertical Bearing: 0 psf
::Seismic Design Parameters::
Site Class: D - Default SDC: D
Ss =1.311 g
S1 =0.437 g
TL =8 sec
501 W Broadway, STE 425
San Diego, CA 92101
(o) 619-354-1152
projects@reverenceengineering.com
Raising Cane's RC1032 Drive Thru Canopy
18/08/2025
Aluminum Design Manual (ADM-1) 2020
STRUCTURAL CALCULATIONS
at
1415 N. Bristol St
Santa Ana, CA 92706
Prepared for:
AGI
Package Type: Project #:
Initial Submittal 2507075
for
Date Signed:
California Building Code (CBC) 2022
ASCE 7-16: Minimum Design Loads for Buildings and Other Structures
ACI 318-19: Building Code Requirements for Structural Concrete
ANSI/AISC 360-16: Specification for Structural Steel Buildings
Reverence Engineering
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Project #:
1. Wind Loads on other structures and building appurtenances per Chapter 29, Section 29.5 (Solid Signs).
Vult =95 mph Basic Wind Speed zg =900 ft Terrain Exposure Constant [Table 26.9-1]
Exp: C - Exposure Category Į = 9.5 - Terrain Exposure Constant [Table 26.9-1]
İ =100%- Solid to Gross Area Ratio (porosity)Kd =0.85 Directionality Factor [Table 26.6-1]
Add'l =0%-Add'l. capacity applied to pz Kzt =1 Topographic Factor [26.8.2]
b =0 ft 2-pole spacing ('0' for one pole or other) G = 0.85 - Gust Effect Factor [26.9.1]
1 6.0 6.0 6.9063 Yes 0.4167 1.00 1.16 0.07 0.06 1.45 1.40 1.55 1.50 1.44 1.54 1.43 1.28 1.00
2 10.313 0.8125 9 Yes 10 0.08 11.08 12.31 1.11 1.85 1.90 1.85 1.90 1.86 1.86 1.86 1.80 1.00
3
4
5
6
7
8
1For double-faced signs with all sides enclosed select "Yes" for Cf reduction per code. ("No" or blank is conservative if unknown)
2Cabinet Thickness (Use 0 or leave blank for unknown)
0 0.05 0.1 0.2 0.5 1 2 4 5 10 20 30 45 100
1.00 1.80 1.80 1.70 1.65 1.55 1.45 1.40 1.35 1.35 1.30 1.30 1.30 1.30 1.30
0.90 1.85 1.85 1.75 1.70 1.60 1.55 1.50 1.45 1.45 1.40 1.40 1.40 1.40 1.40
0.70 1.90 1.90 1.85 1.75 1.70 1.65 1.60 1.60 1.55 1.55 1.55 1.55 1.55 1.55
0.50 1.95 1.95 1.85 1.80 1.75 1.75 1.70 1.70 1.70 1.70 1.70 1.70 1.75 1.75
0.30 1.95 1.95 1.90 1.85 1.80 1.80 1.80 1.80 1.80 1.80 1.85 1.85 1.85 1.85
0.20 1.95 1.95 1.90 1.85 1.80 1.80 1.80 1.80 1.80 1.85 1.90 1.90 1.95 1.95
0.16 1.95 1.95 1.90 1.85 1.85 1.80 1.80 1.85 1.85 1.85 1.90 1.90 1.95 1.95
0.00 1.95 1.95 1.90 1.85 1.85 1.80 1.80 1.85 1.85 1.85 1.90 1.90 1.95 1.95
h = Average Height (ft) at top of section/element s/h = Cabinet to Average Height Ratio
s = Vertical sign dimension (ft) ` B/s = Cabinet Width to Cabinet Height Ratio
B = Horizontal sign dimension (ft)
z = Centroid of Section Height
Kz =Velocity Pressure Exposure Coefficient
qh =Velocity Pressure (psf)qz =0.00256*Kd*Kz*Kzt*V2
p = Design Wind Pressure (psf) p =qh*G*Cf
Notes & Assumptions:
Aspect Ratio B/s
Figure 29.4-1 Cf Cases A & B
~~~~~~ Cases A & B Cf Interpolation ~~~~~~t2 (ft)Rmin Rmax
Case B
Distrib.Encl.1h
(ft)
s
(ft)
s/h
Cab.
#B/s 0.2B
2507075 Raising Cane's RC1032 Drive Thru Canopy
1415 N. Bristol St, Santa Ana, CA 92706
Design Wind Loads on Solid Signs
Wind Pressure Analysis
Cf
B
(ft)s/h
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Project #:
SIGN BUILD
FORCE is PER POLE and reflects distribution per Case B to applicable components
1 0.2396 7.1771 1 0.2 0.1198 1.4286 0.8489 16.671 20.244 1.7 0.03 0.00 0.0
2 5.7188 6.9063 1 6.0 3.099 1.4286 0.8489 16.671 20.244 39.5 0.80 2.48 1.1
3 3.5417 0.5 9.5 7.7292 1.8 0.8489 16.671 25.506 1.8 0.05 0.35 0.0
4 0.8125 9 2 10.3 9.9063 1.8554 0.8489 16.671 26.291 7.3 0.19 1.90 0.3
5 10.3 10.313 0 0.8489 16.671 0 0.0 0.00 0.00 0.0
6 10.3 10.313 0 0.8489 16.671 0 0.0 0.00 0.00 0.0
7 10.3 10.313 0 0.8489 16.671 0 0.0 0.00 0.00 0.0
8 10.3 10.313 0 0.8489 16.671 0 0.0 0.00 0.00 0.0
9 10.3 10.313 0 0.8489 16.671 0 0.0 0.00 0.0 0.0
10 10.3 10.313 0 0.8489 16.671 0 0.0 0.00 0.0 0.0
11 10.3 10.313 0 0.8489 16.671 0 0.0 0.00 0.0 0.0
12 10.3 10.313 0 0.8489 16.671 0 0.0 0.00 0.0 0.0
13 10.3 10.313 0 0.8489 16.671 0 0.0 0.00 0.0 0.0
14 10.3 10.313 0 0.8489 16.671 0 0.0 0.00 0.0 0.0
15 10.3 10.313 0 0.8489 16.671 0 0.0 0.00 0.0 0.0
16 10.3 10.313 0 0.8489 16.671 0 0.0 0.00 0.0 0.0
17 10.3 10.313 0 0.8489 16.671 0 0.0 0.00 0.0 0.0
18 10.3 10.313 0 0.8489 16.671 0 0.0 0.00 0.0 0.0
19 10.3 10.313 0 0.8489 16.671 0 0.0 0.00 0.0 0.0
20 10.3 10.313 0 0.8489 16.671 0 0.0 0.00 0.0 0.0
21 10.3 10.313 0 0.8489 16.671 0 0.0 0.00 0.0 0.0
22 10.3 10.313 0 0.8489 16.671 0 0.0 0.00 0.0 0.0
23 10.3 10.313 0 0.8489 16.671 0 0.0 0.00 0.0 0.0
24 10.3 10.313 0 0.8489 16.671 0 0.0 0.00 0.0 0.0
25 10.3 10.313 0 0.8489 16.671 0 0.0 0.00 0.0 0.0
H = 10.313 ft ĸ Overall height check1 1.1 4.7 1.5 0.0
1For evaluation, may not be equivalent to the actual structure height above grade kip kip-ft kip-ft kip-ft
1. Moments this section include an additional 10% per 29.4-1 if s/h=1.
2. Moments and Shears include either 50% split or Distribution Factor in the case of 2 poles (torsion is zero).
3. Splice Reactions may be a physical splice in the system or any other point of interest
1 #N/A #N/A #N/A #N/A #N/A #N/A #N/A
2 #N/A #N/A #N/A #N/A #N/A #N/A #N/A
3 #N/A #N/A #N/A #N/A #N/A #N/A #N/A
4 #N/A #N/A #N/A #N/A #N/A #N/A #N/A
5 #N/A #N/A #N/A #N/A #N/A #N/A #N/A
6 #N/A #N/A #N/A #N/A #N/A #N/A #N/A
Splice or Section Loads / Reactions
Sq. Normal
Cabinet
Cf
"Grade Reactions"
(Intermediate Calculation)
V (kip) M (k-ft) T (k-ft)Splice h
(ft)Stage w
(ft)
h+
(ft)
p
(psf)
Fu
(kip)
z
(ft)
#N/A #N/A
#N/A #N/A #N/A
1.07 5.21 1.50GRADE REACTIONS* Ļ
#N/A #N/A
*Grade Reactions are not necessarily at physical grade, but represent the reactions at the lowest elevation (Elev. = 0'-0") calculated from the above "Sign Build" table.
#N/A
L
O
W
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
>
H
I
G
H
#AF
(sqft)
h
(ft)
z
(ft)
pz
(psf)
Cabinet
Tu
(k-ft)Mu1
Fu
(kip)
Mu
(k-ft)
2507075 Raising Cane's RC1032 Drive Thru Canopy
1415 N. Bristol St, Santa Ana, CA 92706
Kz
qz
(psf)Type
Cabinet
Wind Load Analysis
ǻh
(ft)
Width
(ft)Cant.
#N/A #N/A #N/A
#N/A #N/A #N/A
#N/A #N/A #N/A
#N/A
Cab.
#
AF
(sqft)
Notes & Assumptions:
ĺ
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SEISMIC ANALYSIS FOR NON-BUILDING STRUCTURES NOT SIMILAR TO BUILDINGS REF: ASCE CHAPTER 15
Site Class:
Ss =1.311 of g Short Period Spectral Acceleration (USGS)
S1 =0.437 of g 1-sec Period Spectral Acceleration (USGS)0.25 0.5 0.75 1.0 1.25 1.5 1.25 1.50
TL =8 sec Long-Period Transition Period (USGS)D 1.6 1.4 1.2 1.1 1.0 1.0 1.00 1.00
Ie 1.0 - ASCE 7-16 Table 1.5-2 per 15.4.1.1
hn =10.313 ft Structural height
w =15 psf Seismic Weight for analysis (conservative)
R =3 - Response Modification Coefficient for:0.1 0.2 0.3 0.4 0.5 0.6 0.40 0.50
Signs and Billboards (Chapter 15)D 2.4 2.2 2 1.9 1.8 1.7 1.90 1.80
Fa =1.20 - Short-Period Site Coefficient
Fv =1.86 - Long-Period Site Coefficient Section 11.4.8 Exception:
SMS =1.57 - Spectral Response Acceleration Parameter [Eqn 11.4-1]
SM1 =0.81 - Spectral Response Acceleration Parameter [Eqn 11.4-2]
SDS =1.05 - Design Spectral Acceleration Parameter [Eqn 11.4-3]
SD1 =0.54 - Design Spectral Acceleration Parameter [Eqn 11.4-4]
x = 0.75 - Period Parameter [Table 12.8-2]
Ct =0.02 - Period Parameter [Table 12.8-2]
Ta =0.12 sec Approximate Fundamental Period [Eqn 12.8-7]
Ts =0.5175 sec
SEISMIC RESPONSE COEFFICIENTS PER ASCE 7-16 12.8.1.1 Values for Section 11.4.8 Exception (as required):
Cs =0.3496 - Seismic Response Coefficient [Eqn 12.8-2]for T 1.5 Ts Cs =0.3496 - <--Use
Cs =1.5719 -Upper limit for T TL [Eqn 12.8-3]for 1.5 Ts < T TL Cs =2.3579 -
Cs =109.26 -Upper limit for T > TL [Eqn 12.8-4]for T > TL Cs =163.89 -
Cs,use =0.3496 -Cs,use =0.3496 -
Cs,use =0.3496 - Seismic Response Coefficient
Seismic Load (per pole):
1 0.2 7.2 0.2 0.1198 25.793 0.009 0.0011 Base Bending Moment: 1.1 k-ft
2 5.7 6.9 5.9583 3.099 592.43 0.2071 0.6418 Base Shear: 0.2638 kip
3 3.5 0.5 9.5 7.7292 26.563 0.0093 0.0718 WIND GOVERNS
4 0.8 9.0 10.313 9.9063 109.69 0.0383 0.3799
5 0.0 0.0 10.313 10.313 0 0 0 Overstrength (per pole):ȍ = 1.75 -
6 0.0 0.0 10.313 10.313 0 0 0 Base Bending Moment: 1.9 k-ft
7 0.0 0.0 10.313 10.313 0 0 0 Base Shear: 0.4616 kip
8 0.0 0.0 10.313 10.313 0 0 0 WIND GOVERNS
9 0.0 0.0 10.313 10.313 0 0 0
10 0.0 0.0 10.313 10.313 0 0 0 Post-Installed Anchors (0.75) per 17.2.3.4.4:
11 0.0 0.0 10.313 10.313 0 0 0 (only when applicable)
12 0.0 0.0 10.313 10.313 0 0 0 Base Bending Moment: 2.6 k-ft
13 0.0 0.0 10.313 10.313 0 0 0 Base Shear: 0.6 kip
14 0.0 0.0 10.313 10.313 0 0 0 WIND GOVERNS
15 0.0 0.0 10.313 10.313 0 0 0
16 0.0 0.0 10.313 10.313 0 0 0
17 0.0 0.0 10.313 10.313 0 0 0
18 0.0 0.0 10.313 10.313 0 0 0
19 0.0 0.0 10.313 10.313 0 0 0
20 0.0 0.0 10.313 10.313 0 0 0
H = 10.313 ft Overall height check
Weight Overrides
#ǻh
(ft)
Width
(ft)
W
(lb)
w
(plf)
w
(psf)
Site
Class
1-Sec Period Spectral Acceleration, S1
W
(lb)
Fu
(kip)
Mu
(k-ft)
h
(ft)
2. Structures on Site Class D sites with S1 greater than or
equal to 0.2, provided the value of the seismic response
coefficient Cs is determined by Eq. (12.8-2) for values of T
1.5Ts and taken as equal to 1.5 times the value computed in
accordance with either Eq. (12.8-3) for TL T > 1.5Ts or Eq.
(12.8-4) for T > TL.
z
(ft)
Table 11.4-2: Long-Period Site Coefficient, Fv (excerpt)
D - Default Table 11.4-1: Short-Period Site Coefficient, Fa (excerpt)
Site
Class
Short Period Spectral Acceleration, Ss
Raising Cane's RC1032 Drive Thru Canopy25070751415 N. Bristol St, Santa Ana, CA 92706
Seismic Load Analysis
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Project #:
WIND LOADS FOR AN OPEN PITCHED ROOF WIND @ ȗ = 0ͼ, 180ͼ, 90ͼ TO RIDGE Ț ч 45ͼ
SECTION 27.4.3 - OPEN BUILDINGS WITH MONOSLOPE, PITCHED, OR TROUGHED FREE ROOFS
V =95 mph Basic Wind Speed Rise:0 ft X Clear Flow Surface Roughness: C
h =9.90625 ft Mean Roof Height Run:10 ft Obstructed Flow Exposure Category: C
Width:9 ft Risk Category: 2
zt = 1.0 -Topographic Factor [26.8.2 per 27.3.2] Building Type: Open
d =0.85 - Wind Directionality Factor [Table 26-6.1 per 26.6 per 27.3.2]
G = 0.85 - Gust Effect Factor [26.9]
Į = 9.5 - Terrain Exposure Constant [Table 26.9.1 per Table 27.3-1]
zg =900 ft Terrain Exposure Constant [Table 26.9.1 per Table 27.3-1]
h =0.8489 - Velocity Pressure Coefficient [Table 27.3-1 per 27.3.2]
qh =16.671 ps Velocity Pressure [Eqn 27.3-1]qz =.d h zt
Slope: 0 ft/ft
Angle: 0 deg Roof slope 45 degrees? CHECK: OK
WIND @ ȗ = 0ͼ, 180ͼ TO RIDGE PER FIGURE 27.4-5
Flow:
Slope Case NW NL NW NL Flow: Flow:
Slope Case NW NL Slope Case NW NL
B A 0 0 A 0 0
A 1.1 -0.3 -1.6 -1 B 0 0 B 0 0
B 0.2 -1.2 -0.9 -1.7 A 1.1 -0.3
A 1.1 -0.4 -1.2 -1 B 0.2 -1.2
B 0.1 -1.1 -0.6 -1.6
1.1 0.1 -1.2 -1.2
B -0.1 -0.8 -0.8 -1.7 0.00 ps 0.00 ps
A 1.3 0.3 -0.7 -0.7 0.00 psf 0.00 psf
B -0.1 -0.9 -0.2 -1.1
A 1.3 0.6 -0.6 -0.6 NOTE:» Positive values indicate wind acting toward the roof surface
B -0.2 -0.6 -0.3 -0.9 » Negative values indicate wind acting away from the roof surface
A 1.1 0.9 -0.5 -0.5
B -0.3 -0.5 -0.3 -0.7
WIND @ ȗ = 90ͼ TO RIDGE PER FIGURE 27.4-7
Clear Obst.
A -0.8 -1.2 -13.337 psf ї -14 psf
B 0.8 0.5 13.337 ps ї 14 ps
> h 9.90625 A -0.6 -0.9 -10.002 psf ї -11 psf
2h 19.8125 B 0.5 0.5 8.3354 psf ї 9 psf
A -0.3 -0.6 -5.0012 psf ї -6 psf
B 0.3 0.3 5.0012 ps ї 6 ps
PRESSURE
h 9.90625 All Angles ї Use from 0 ft to 9 ftș 45ͼ
Wind Load Analysis
TABLE REPRODUCED FROM FIGURE
Clear
7.5
7.5
15
> 2h 19.8125 All Angles ї N/Aș 45ͼ
All Angles ї N/Aș 45ͼ
22.5 PRESSURE WINDWARD LEEWARD
CASE
30 CASE B
37.5
45
CN
PRESSURE
Obstructed RELEVANT VALUES INTERPOLATION
Clear Clear
0
0 0
Raising Cane's RC1032 Drive Thru Canopy25070751415 N. Bristol St, Santa Ana, CA 92706
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Project #:
CANOPY LOADS TRANSFERRED TO BASE
A =90.0 sqft Canopy Area W =10 psf Weight of Canopy
a =3.0 ft rm p =14.0 ps Vertical Wind Pressure
Lr = 20 psf Roof Live Load
SL = 0 psf Snow Load (conserv.)
LC 2: 1.2D + 1.6Lr + 0.5S
Resultant Canopy Load 3960 lb
Moment @ Base 11880 lb-ft
LC 3: 1.2D + 1.6Lr + 0.5
Resultant Canopy Load 1710 lb
Moment @ Base 5130 lb-ft
LC 3: 1.2D + 1.6Lr + 0.5 << Governing
Resultant Canopy Load 4590 lb
Moment @ Base 13770 lb-ft
LC 4: 1.2D + 1.0W + 0.5Lr
Resultant Canopy Load 3240 lb
Moment @ Base 9720 lb-ft
Load Analysis
Raising Cane's RC1032 Drive Thru Canopy25070751415 N. Bristol St, Santa Ana, CA 92706
6 of 7
Project #:
Class:5 - Soil Class P = 643.06 lb Lateral Wind Force s = 100 psf/ft Lateral Bearing per IBC Table 1806.2
b =2 ft Footing diameter* h = 17.71 ft Equivalent Centroid s' = 200 psf/ft Increased per IBC 1806.3.4
u =18.98 k-ft Moment at grade s =11.387 k-ft erv ce .u
u =1.07 k Shear at grade s =0.6431 k erv ce .u
ITERATION PER IBC 1807.3.2.1 DESIGN RESULTS
S1 =442.68 psf MIN. PIER DEPTH: 6 ft and 8 in Ratio:3.3333 -
d =6.6401 ft MIN. PIER DIAMETER*: 2 ft and 0 in Vol:20.861 cf
=1.6996 ft *Also refers to diagonal of a square or rectangle
Notes: (4) Anchors cenered in rectangular/square pattern
arm = 7.0711 in Torsion lever arm
Vu =1.07 k-ft Total Shear at plate ș = 45 deg
Tu =1.50 k-ft Total Torsion at plate Vx,bolt =0.4515 kip Shear per anchor, x-component
s1 =10 in Anchor spacing L-R Vz,bolt =0.4515 kip Shear per anchor, z-component
s2 =10 in Anchor spacing T-B VT =0.6385 kip Torsional Shear per bolt
Vb =0.8493 kip Total Bolt Shear
Tu =11.4 kip Fastener Tension
Vu =0.8493 kip Fastener Shear rv =1.41 ksi Required Shear Stress
bolt =0.875 in Bolt diameter nt =43.50 ksi Modified Nominal Tensile Stress (J3-3a)
ij = 0.75 - Strength Reduction Factor
ĸ Threaded Part Grade ijTn =19.6 kip Tensile Rupture Capacity
Fu =ksi ĸ Tensile Ult. Strength per AISC T D/C: 0.58 OK
ijVn =11.8 kip Shear Rupture Capacity
Abolt =0.60 in2 Area of Bolt D/C: 0.07 OK
Fnt =43.5 ksi Nom. Tensile Stress per AISC Table J3.2 ijRn =19.6 kip Modified Tensile Rupture Capacity
Fnv =26.1 ksi Nom. Shear Stress per AISC Table J3.2 D/C: 0.58 O
Steel Fastener & Threaded Part Check per AISC
Gr. 36 Rod (F1554)
58
Bolt Shear at Plate with Torsion + Shear
RUN
2507075 Raising Cane's RC1032 Drive Thru Canopy
1415 N. Bristol St, Santa Ana, CA 92706
Unconstrained Cast-in-Place Pier Design
Pier & Anchor Design
7 of 7