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www.reverenceengineering.com
<br />(619) 354-1152
<br />600 B STREET, STE 300
<br />SAN DIEGO, CA 92101
<br />PREPARED FOR:
<br />PROJECT #:
<br />AGI
<br />2511019B
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<br />No:Issue/Revision:Date:
<br />----11-10-2025
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<br />Initial Submittal
<br />SHEET TITLE:
<br />SHEET:
<br />6-Jan-26
<br />1-6-2026PC Comments
<br />ABBREIATIONS
<br />AB. ABOE
<br />ADD'L. ADDITIONAL
<br />AFF ABOE FINISHED FLOOR
<br />ALT. ALTERNATE
<br />ALU. ALUINU
<br />A.O.R. ARCHITECT OF RECORD
<br />ARCH. ARCHITECTURAL
<br />BT. BOTTO
<br />BL'G. BLOCING
<br />CIRC. CIRCLE/CIRCULAR
<br />CONC. CONCRETE
<br />CONN. CONNECTION
<br />CONT. CONTINUOUS
<br />CTR. CONTRACTOR
<br />DIA. DIAETER
<br />DET. DETAIL
<br />(E) EISTING
<br />EIST. EISTING
<br />EA. EACH
<br />E.. EACH A
<br />ELE. ELEATION
<br />EBED. EBEDENT
<br />E.O.R. ENGINEER OF RECORD
<br />FAB. FABRICATOR/FABRICATION
<br />FDN. FOUNDATION
<br />FR'G. FRAING
<br />FTG. FOOTING
<br />F.. FIELD ERIF
<br />G.C. GENERAL CONTRACTOR
<br />HDG HOT DIP GALANIED
<br />HOR. HORIONTAL
<br />O.C. ON CENTER
<br />LOC. LOCATION
<br />A. AIU
<br />IN. INIU
<br />(N) NE
<br />N.T.E. NOT TO ECEED
<br />o/ OER
<br />O.D. OUTSIDE DIAETER
<br />OPT. OPTIONAL
<br />PENE. PENETRATION
<br />REINF. REINFORCEENT
<br />RND ROUND
<br />SI. SIILAR
<br />SS STAINLESS STEEL
<br />STD STANDARD
<br />SUPP. SUPPLEENTAL
<br />S. SUARE
<br />T/O TOP OF
<br />TP. TPICAL
<br />TH. THIC(NESS)
<br />U.N.O. UNLESS NOTED OTHERISE
<br />ERT. ERTICAL
<br />w/ ITH
<br />w/o ITHOUT
<br />P INC (ECHANICAL) PLATED
<br />PRODUCT EALUATION REPORT SCHEDULE
<br />HERE APPLICABLE, ANCHORS SHALL CONFOR TO AND BE INSTALLED
<br />PER THEIR RESPECTIE EALUATION REPORT(S) AS FOLLOS:
<br />ANCHOR TPE (REPORT NAE)ICC-ESR #LARR #
<br />HILTI BT ASONR ANCHORS 35 2605
<br />HILTI B3 ASONR ANCHORS 135 255
<br />HILTI B3 CONCRETE ANCHORS 2302 25901
<br />HILTI BT ANCHORS IN CONCRETE 191 2501
<br />HILTI HIT-H 200 ADHESIE ANCHORS IN CONCRETE 31 25964
<br />HILTI HIT-H 200 ADHESIE ANCHORS IN ASONR 3963 260
<br />TAPCON ANCHORS IN ASONR 161 -----
<br />TAPCON ANCHORS IN CONCRETE 2202 -----
<br />TAPCON SCRE ANCHORS AND SA'S THREADED
<br />ROD ANCHORS IN CONCRETE 3699 -----
<br />IT BUILDE TES SDS 196 2591
<br />SIPSON TITEN HD SCRE ANCHORS ASONR 1056 25560
<br />SIPSON TITEN HD SCRE ANCHORS CONCRETE 213 2541
<br />SIPSON STRONG-BOLT 2 EDGE ANCHORS CONC. 303 2505
<br />STRUCTURAL
<br />S.01
<br />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
<br />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.
<br />THIS AREA INTENTIONALL LEFT BLAN
<br />ORIGINAL SHEET SIE: 111
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<br />.
<br />GENERAL
<br />1. ALL ATERIALS AND OR SHALL CONFOR TO THE REUIREENTS
<br />OF THE 2022 CALIFORNIA BUILDING CODE (CBC).
<br />2. CONSTRUCTION ETHODS AND PROJECT SAFET: DRAINGS AND
<br />SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT
<br />INDICATE ETHODS, PROCEDURES, OR SEUENCE OF
<br />CONSTRUCTION. TAE NECESSAR PRECAUTIONS TO AINTAIN AND
<br />ENSURE THE INTEGRIT OF THE STRUCTURE DURING CONSTRUCTION.
<br />THE EOR ILL NOT ENFORCE SAFET EASURES OR REGULATIONS.
<br />THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND AINTAIN ALL
<br />SAFET DEICES AND SHALL BE SOLEL RESPONSIBLE FOR
<br />CONFORING TO ALL LOCAL, STATE, AND FEDERAL SAFET AND
<br />HEALTH STANDARDS, LAS, AND REGULATIONS.
<br />3. ERIF ALL DIENSIONS, ELEATIONS AND SITE CONDITIONS PRIOR
<br />TO THE START OF CONSTRUCTION AND NOTIF THE ENGINEER
<br />IEDIATEL OF AN DISCREPANCIES OR INCONSISTENCIES THAT
<br />ARE FOUND. NOTED DIENSIONS TAE PRECEDENCE OER SCALED
<br />DIENSIONS. DO NOT SCALE DRAINGS.
<br />4. ALL OISSIONS AND/OR CONFLICTS BETEEN THE ARIOUS
<br />ELEENTS OF THE ORING DRAINGS AND SPECIFICATIONS SHALL
<br />BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND FIELD
<br />INSPECTOR. THE ENGINEER SHALL PROIDE A SOLUTION PRIOR TO
<br />PROCEEDING ITH AN OR AFFECTED B THE CONFLICT OR
<br />OISSION.
<br />5. HERE NO CONSTRUCTION DETAILS ARE SHON OR NOTED FOR
<br />AN PART OF THE OR, USE THOSE FOR OTHER SIILAR OR.
<br />6. HEN A DETAIL IS IDENTIFIED AS TPICAL, APPL IN ESTIATING AND
<br />CONSTRUCTION TO EER LIE CONDITION HETHER OR NOT THE
<br />REFERENCE IS REPEATED IN EER INSTANCE.
<br />. CHANGES TO THE DRAINGS: OBTAIN PRIOR RITTEN APPROAL.
<br />. OR PERFORED IN CONFLICT ITH THE DRAINGS OR
<br />APPLICABLE BUILDING CODE REUIREENTS SHALL BE CORRECTED
<br />AT THE EPENSE OF THE CONTRACTOR.
<br />DESIGN CRITERIA
<br />1. STRUCTURE IS DESIGNED IN ACCORDANCE ITH ASCE -16:
<br />INIU DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES.
<br />2. IND LOAD:
<br />BASIC IND SPEED, ULT 115 PH AIU
<br />RIS CATEGOR: II EPOSURE: C
<br />3. SNO LOAD:
<br />IPORTANCE FACTOR, IS 1.0
<br />SURFACE ROUGHNESS: C EPOSURE: C
<br />GROUND 20 PSF AIU
<br />ROOF --- PSF
<br />4. ROOF LIE LOAD:--- PSF
<br />5. SEISIC CRITERIA:
<br />SITE CLASS: D - DEF RIS CAT: II SDC: D
<br />SS 1.309 F A 1.200
<br />S1 0.466 F 1.30
<br />IPORTANCE FACTOR, IE 1.0
<br />RESPONSE ODIFICATION FACTOR, R 3.0
<br />OERSTRENGTH FACTOR, O 1.5
<br />DEFLECTION APLIFICATION FACTOR, C 3.0
<br />STEEL
<br />1. STEEL SHAPES SHALL CONFOR TO THE FOLLOING (U.N.O.):
<br />RND. HSS AST A500, GR C F46 SI IN.
<br />S./RECT. HSS AST A500, GR C F50 SI IN.
<br />THREADED ROD AST A36 F36 SI IN.
<br />STEEL PLATE AST A36 F36 SI IN.
<br />ANGLE CHANNEL AST A36 F36 SI IN.
<br />STD. PIPE AST A53, GR B F35 SI IN.
<br />STRUCT. PIPE AST A252, GR 3 F45 SI IN.
<br />IDE FLANGE AST A992 F50 SI IN.
<br />2. ACHINE BOLTS SPECIFIED AS A30 SHALL CONFOR TO AST
<br />A30 w/ NUTS PER AST A563A ASHERS PER AST F44
<br />(U.N.O.). THREADED PARTS, NUTS, AND ASHERS SHALL BE HDG OR
<br />P AS DEFINED HEREIN.
<br />3. STRUCTURAL BOLTS SHALL CONFOR TO AST F3125 GRADES
<br />A325 OR A490 AS SPECIFIED (A325 OR A490) w/ NUTS PER
<br />AST A563DH ASHERS PER AST F436.
<br />A. HERE DESIGNATED AS -, CARE UST BE TAEN TO ENSURE
<br />THREADS ARE ECLUDED FRO THE SHEAR PLANE(S).
<br />B. HERE DESIGNATED AS -N OR IF NO DESIGNATION IS NOTED,
<br />THREADS A BE INCLUDED IN THE SHEAR PLANE(S).
<br />C. HERE SPECIFIED, A325 A BE HDG OR P AS DEFINED
<br />HEREIN.
<br />D. GRADE A490 SHALL NOT BE HDG OR P AS DEFINED HEREIN.
<br />4. ANCHORS CAST IN CONCRETE SHALL CONFOR TO AST F1554
<br />GR. 36 (U.N.O.) w/ NUTS TO AST A563 AND ASHERS TO AST
<br />F436. PARTS SHALL BE HOT-DIP GALANIED (HDG) OR INC
<br />(ECHANICAL) PLATED (P). PARTS EBEDDED ENTIREL IN
<br />CONCRETE A BE PLAIN STEEL.
<br />5. HERE SPECIFIED FOR STEEL THREADED PARTS, NUTS, AND
<br />ASHERS, HOT-DIP GALANIING (HDG) SHALL CONFOR TO AST
<br />F2329 AND INC (ECHANICAL) PLATING (P) TO CLASS 55 PER
<br />AST B695.
<br />6. PLAIN STEEL FASTENERS ARE NOT TO BE USED UNLESS SPECIFIED.
<br />. INC ELECTRO-PLATED FASTENERS PER AST F1941 A BE
<br />SUBSTITUTED FOR INTERIOR APPLICATIONS, BUT ARE OTHERISE
<br />NOT TO BE USED UNLESS SPECIFIED.
<br />. NUTS AND ASHERS SHALL HAE THE SAE COATING AS THE
<br />CORRESPONDING THREADED PART.
<br />9. HERE SPECIFIED, IRON AND STEEL HARDARE SHALL BE HOT-DIP
<br />GALANIED PER AST A153.
<br />10. STAINLESS STEEL (SS) BOLTS, STUDS, AND THREADED ROD SHALL
<br />CONFOR TO AST F593 AND BE ALLO 304 OR 316 w/ NUTS TO
<br />AST F594. NUTS AND ASHERS SHALL ATCH THE ALLO OF THE
<br />THREADED PART.
<br />11. ELDING:
<br />A. ELD STRUCTURAL STEEL IN COPLIANCE ITH ANSI/AS D1.1
<br />AND AISC SPECIFICATION, CHAPTER J. ELDERS SHALL BE
<br />CERTIFIED AS REUIRED B THE LOCAL BUILDING AUTHORIT.
<br />ELDING SHALL BE DONE B ELECTRIC ARC PROCESS USING
<br />LO-HDROGEN ELECTRODES ITH SPECIFIED TENSILE STRENGTH
<br />NOT LESS THAN 0 SI UNLESS NOTED OTHERISE.
<br />B. UNLESS A LARGER ELD SIE IS INDICATED, PROIDE INIU
<br />SIE ELD PER AISC SPECIFICATION, SECTION J2, TABLE J2.4.
<br />ALUINU
<br />1. FABRICATE AND ERECT ALUINU IN COPLIANCE ITH THE 2020
<br />ALUINU DESIGN ANUAL (AD1), THE SPECIFICATIONS FOR
<br />ALUINU SHEET ETAL OR (AS35), AND CHAPTER 20 OF THE
<br />BUILDING CODE.
<br />2. ALUINU SHAPES SHALL CONFOR TO THE FOLLOING:
<br />PIPE TUBE 6061-T6 AST B429 F35 SI IN.
<br />STRUCT. PROFILES 6061-T6 AST B30 F35 SI IN.
<br />SHEET PLATE 6061-T6 AST B209 F35 SI IN.
<br />STAPLE TUBE 6063-T5 AST B221 F16 SI IN.
<br />3. ALL SHOP AND FIELD ELDS SHALL BE PERFORED B AN AISC
<br />UALIT CERTIFIED FABRICATOR.
<br />4. UNLESS A LARGER ELD SIE IS INDICATED, PROIDE INIU SIE
<br />ELD PER AD 1.
<br />5. FILLER SHALL BE 5556 ALLO REGARDLESS OF EBER THICNESS.
<br />NO OTHER FILLER ALLO SHALL BE USED UNLESS NOTED
<br />OTHERISE.
<br />CONCRETE REINFORCEENT
<br />1. INIU 2-DA COPRESSIE STRENGTH ('c) SHALL BE 2,500
<br />PSI.
<br />2. REINFORCEENT TO BE AST A615 GR 60, F60 SI UNO.
<br />3. CALCIU CHLORIDE OR ADDED CHLORIDE IS NOT PERITTED.
<br />4. ALL REINFORCED CONCRETE SHALL BE CONSOLIDATED ITH
<br />ECHANICAL IBRATORS.
<br />5. INIU CONCRETE COER:
<br />CAST AGAINST EPOSED TO EARTH 3
<br />EPOSED TO EARTH OR EATHER 2
<br />6. CHAIRS AND SPACERS: AS REUIRED TO AINTAIN COER.
<br />. SIGN A BE INSTALLED ON FOUNDATION AFTER A INIU
<br />CURING TIE OF (14) DAS PROIDED CURING PROCESS IS
<br />PROPERL AINTAINED PER ACI 31 AND 30.
<br />. GROUT SHALL BE NON-SHRIN AND NON-ETALLIC ITH A INIU
<br />COPRESSIE STRENGTH OF 5,000 PSI AT (1) DA. I AND PLACE
<br />IN ACCORDANCE ITH ANUFACTURER INSTRUCTIONS.
<br />FOUNDATIONS
<br />1. DESIGN BEARING PRESSURES ARE PER CBC CLASS 5 PRESUPTIE
<br />ALUES (NO SPECIAL INSPECTION REUIRED):
<br /> LATERAL BEARING: 100 PSF/FT
<br /> ERTICAL BEARING: 1,500 PSF
<br />EISTING CONDITIONS
<br />1. ENGINEER ILL NOT BE PERFORING ON-SITE INSPECTIONS OR
<br />ERIFICATIONS. IT IS THE RESPONSIBILIT OF THE INSTALLER AND
<br />ONER(S) TO IDENTIF EISTING CONDITIONS AND CONTACT
<br />ENGINEER ITH AN DISCREPANCIES OR CONCERNS.
<br />2. EISTING INFORATION HAS BEEN FURNISHED B THE ENTIT HO
<br />THIS DOCUENT AS PREPARED FOR. ENGINEER IN NO A
<br />CERTIFIES THIS INFORATION AS AS-BUILT.
<br />3. FEATURES OF OR ANNOTATED AS ERIF (OR SIILAR) UST BE
<br />INSPECTED, ERIFIED AS SUCH, AND DOCUENTED PRIOR TO
<br />FABRICATION AND INSTALLATION.
<br />4. IF THERE IS AN REASON TO BELIEE THE EISTING CONDITIONS
<br />DETAILED HEREIN ARE NOT ACCURATE, CONTRACTOR SHALL CEASE
<br />OR AND NOTIF ENGINEER IEDIATEL.
<br />5. CONTRACTOR SHALL INSPECT AND CONFIR THE UALIT OF
<br />EISTING STRUCTURE AS IN GOOD REPAIR. STRUCTURE SHALL BE
<br />FREE OF CORROSION, DECA, AND AN OTHER ATERIAL,
<br />FABRICATION, ASSEBL, OR INSTALLATION DEFECT. IF THERE ARE
<br />AN INDICATIONS THAT THIS IS NOT THE CASE, CONTRACTOR SHALL
<br />CEASE OR IEDIATEL AND NOTIF ENGINEER.
<br />DESIGN B OTHERS NOTE
<br />REERENCE ENGINEERING IN NO A CERTIFIES OR AES CLAIS TO THE
<br />SUITABILIT OF CONDITIONS OR ELEENTS (EISTING OR NE) THAT ARE
<br />DESIGNED B OTHERS. SUCH CONDITIONS AND ELEENTS ARE IDENTIFIED
<br />AS B OTHERS OR DESIGN(ED) B OTHERS AND ARE NOT ENGINEERED
<br />B REERENCE ENGINEERING.
<br />THE SCOPE OF ENGINEERING HEREIN ASSUES THESE ELEENTS HAE
<br />BEEN, OR ILL BE, DESIGNED OR CHECED FOR SUITABILIT B A DESIGN
<br />PROFESSIONAL.
<br />ELECTRICAL NOTE
<br />ELECTRIC COPONENTS AND IRING ARE NOT DESIGNED B REERENCE
<br />ENGINEERING. FABRICATOR AND INSTALLER SHALL COPL ITH THE
<br />CURRENT ERSION OF THE ADOPTED NATIONAL ELECTRIC CODE (NEC)
<br />AND ARTICLE 600: ELECTRIC SIGNS AND OUTLINE LIGHTING.
<br />ANUFACTURED SIGN CABINETS
<br />UNLESS NOTED OTHERISE, ANUFACTURED SIGN CABINETS SHALL BE
<br />DESIGNED B THE ANUFACTURER/FABRICATOR OR OTHER COPETENT
<br />PART AND FABRICATED IN ACCORDANCE ITH ALL APPLICABLE CODES,
<br />UL LISTINGS, LOCAL ORDINANCES, AND INDUSTR STANDARDS. THIS
<br />INCLUDES FACES AND CLADDING, INTERNAL STRUCTURE, ELECTRICAL, AND
<br />ALL OTHER ACCESSOR COPONENTS.
<br />THE ANUFACTURER/FABRICATOR IS RESPONSIBLE FOR ENSURING ALL
<br />CABINETS ARE ASSEBLED ITH ADEUATE INTERNAL FRAING AND
<br />STIFFNESS. CABINET FRAING SHALL BE CAPABLE OF DELIERING ALL
<br />IPOSED DESIGN LOADS (IND, SEISIC, DEAD, SNO, ETC.) DIRECTL
<br />TO THE STRUCTURAL CONNECTIONS OR ELEENTS DETAILED HEREIN.
<br />CABINET FRAING SHALL LIIT ECESSIE IBRATION, DRIFT, OR
<br />DEFLECTION TO REASONABLE LEELS.
<br />FAILURE TO PROIDE AN ADEUATE LOAD PATH OR SUFFICIENT CABINET
<br />STIFFNESS A RESULT IN ECESSIE IBRATION, DRIFT, OR DEFLECTION
<br />HICH A IELD SECOND-ORDER EFFECTS THAT CAN NEGATIEL
<br />AFFECT THE PERFORANCE OF THE STRUCTURAL CONNECTIONS OR
<br />ELEENTS DETAILED HEREIN.
<br />REERENCE ENGINEERING AES NO CLAIS AS TO THE SUITABILIT OF
<br />ANUFACTURED SIGN CABINETS IDENTIFIED AS B FR. OR B FAB.
<br />HICH HAE NOT BEEN ENGINEERED, CERTIFIED, OR REIEED B
<br />REERENCE ENGINEERING UNLESS SPECIFICALL CONTRACTED OTHERISE
<br />AND DETAILED OR NOTED HEREIN.
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