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www.reverenceengineering.com
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<br />SAN DIEGO, CA 92101
<br />PREPARED FOR:
<br />PROJECT #:
<br />AGI
<br />2511019A
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<br />No:Issue/Revision:Date:
<br />----11-17-2025
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<br />Initial Submittal
<br />SHEET TITLE:
<br />SHEET:
<br />17-Nov-25
<br />ABBREIATIONS
<br />AB. ABOE
<br />ADD'L. ADDITIONAL
<br />AFF ABOE FINISHED FLOOR
<br />ALT. ALTERNATE
<br />ALUM. ALUMINUM
<br />A.O.R. ARCHITECT OF RECORD
<br />ARCH. ARCHITECTURAL
<br />BTM. BOTTOM
<br />BL'G. BLOCING
<br />CIRC. CIRCLE/CIRCULAR
<br />CONC. CONCRETE
<br />CONN. CONNECTION
<br />CONT. CONTINUOUS
<br />CTR. CONTRACTOR
<br />DIA. DIAMETER
<br />DET. DETAIL
<br />(E) EISTING
<br />EIST. EISTING
<br />EA. EACH
<br />E.. EACH A
<br />ELE. ELEATION
<br />EMBED. EMBEDMENT
<br />E.O.R. ENGINEER OF RECORD
<br />FAB. FABRICATOR/FABRICATION
<br />FDN. FOUNDATION
<br />FRM'G. FRAMING
<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 />MA. MAIMUM
<br />MIN. MINIMUM
<br />(N) NE
<br />N.T.E. NOT TO ECEED
<br />o/ OER
<br />O.D. OUTSIDE DIAMETER
<br />OPT. OPTIONAL
<br />PENE. PENETRATION
<br />REINF. REINFORCEMENT
<br />RND ROUND
<br />SIM. SIMILAR
<br />SS STAINLESS STEEL
<br />STD STANDARD
<br />SUPP. SUPPLEMENTAL
<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 (MECHANICAL) PLATED
<br />PRODUCT EALUATION REPORT SCHEDULE
<br />HERE APPLICABLE, ANCHORS SHALL CONFORM TO AND BE INSTALLED
<br />PER THEIR RESPECTIE EALUATION REPORT(S) AS FOLLOS:
<br />ANCHOR TPE (REPORT NAME)ICC-ESR #LARR #
<br />HILTI BT MASONR ANCHORS 375 26057
<br />HILTI B3 MASONR ANCHORS 135 25577
<br />HILTI B3 CONCRETE ANCHORS 2302 25901
<br />HILTI BT ANCHORS IN CONCRETE 1917 25701
<br />HILTI HIT-H 200 ADHESIE ANCHORS IN CONCRETE 317 25964
<br />HILTI HIT-H 200 ADHESIE ANCHORS IN MASONR 3963 26077
<br />TAPCON ANCHORS IN MASONR 1671 -----
<br />TAPCON ANCHORS IN CONCRETE 2202 -----
<br />TAPCON SCRE ANCHORS AND SAMM'S THREADED
<br />ROD ANCHORS IN CONCRETE 3699 -----
<br />IT BUILDE TES SDS 1976 2591
<br />SIMPSON TITEN HD SCRE ANCHORS MASONR 1056 25560
<br />SIMPSON TITEN HD SCRE ANCHORS CONCRETE 2713 25741
<br />SIMPSON STRONG-BOLT 2 EDGE ANCHORS CONC. 3037 25705
<br />STRUCTURAL
<br />S.1
<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: 1117
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<br />.
<br />GENERAL
<br />1. ALL MATERIALS AND OR SHALL CONFORM TO THE REUIREMENTS
<br />OF THE 2022 CALIFORNIA BUILDING CODE (CBC).
<br />2. CONSTRUCTION METHODS AND PROJECT SAFET: DRAINGS AND
<br />SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT
<br />INDICATE METHODS, PROCEDURES, OR SEUENCE OF
<br />CONSTRUCTION. TAE NECESSAR PRECAUTIONS TO MAINTAIN AND
<br />ENSURE THE INTEGRIT OF THE STRUCTURE DURING CONSTRUCTION.
<br />THE EOR ILL NOT ENFORCE SAFET MEASURES OR REGULATIONS.
<br />THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL
<br />SAFET DEICES AND SHALL BE SOLEL RESPONSIBLE FOR
<br />CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFET AND
<br />HEALTH STANDARDS, LAS, AND REGULATIONS.
<br />3. ERIF ALL DIMENSIONS, ELEATIONS AND SITE CONDITIONS PRIOR
<br />TO THE START OF CONSTRUCTION AND NOTIF THE ENGINEER
<br />IMMEDIATEL OF AN DISCREPANCIES OR INCONSISTENCIES THAT
<br />ARE FOUND. NOTED DIMENSIONS TAE PRECEDENCE OER SCALED
<br />DIMENSIONS. DO NOT SCALE DRAINGS.
<br />4. ALL OMISSIONS AND/OR CONFLICTS BETEEN THE ARIOUS
<br />ELEMENTS 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 />OMISSION.
<br />5. HERE NO CONSTRUCTION DETAILS ARE SHON OR NOTED FOR
<br />AN PART OF THE OR, USE THOSE FOR OTHER SIMILAR OR.
<br />6. HEN A DETAIL IS IDENTIFIED AS TPICAL, APPL IN ESTIMATING AND
<br />CONSTRUCTION TO EER LIE CONDITION HETHER OR NOT THE
<br />REFERENCE IS REPEATED IN EER INSTANCE.
<br />7. CHANGES TO THE DRAINGS: OBTAIN PRIOR RITTEN APPROAL.
<br />. OR PERFORMED IN CONFLICT ITH THE DRAINGS OR
<br />APPLICABLE BUILDING CODE REUIREMENTS SHALL BE CORRECTED
<br />AT THE EPENSE OF THE CONTRACTOR.
<br />DESIGN CRITERIA
<br />1. STRUCTURE IS DESIGNED IN ACCORDANCE ITH ASCE 7-16:
<br />MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES.
<br />2. IND LOAD:
<br />BASIC IND SPEED, ULT 115 MPH MAIMUM
<br />RIS CATEGOR: II EPOSURE: C
<br />3. SNO LOAD:
<br />IMPORTANCE FACTOR, IS 1.0
<br />SURFACE ROUGHNESS: C EPOSURE: C
<br />GROUND 20 PSF MAIMUM
<br />ROOF --- PSF
<br />4. ROOF LIE LOAD:--- PSF
<br />5. SEISMIC 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 />IMPORTANCE FACTOR, IE 1.0
<br />RESPONSE MODIFICATION FACTOR, R 3.0
<br />OERSTRENGTH FACTOR, O 1.75
<br />DEFLECTION AMPLIFICATION FACTOR, C 3.0
<br />STEEL
<br />1. STEEL SHAPES SHALL CONFORM TO THE FOLLOING (U.N.O.):
<br />RND. HSS ASTM A500, GR C F46 SI MIN.
<br />S./RECT. HSS ASTM A500, GR C F50 SI MIN.
<br />THREADED ROD ASTM A36 F36 SI MIN.
<br />STEEL PLATE ASTM A36 F36 SI MIN.
<br />ANGLE CHANNEL ASTM A36 F36 SI MIN.
<br />STD. PIPE ASTM A53, GR B F35 SI MIN.
<br />STRUCT. PIPE ASTM A252, GR 3 F45 SI MIN.
<br />IDE FLANGE ASTM A992 F50 SI MIN.
<br />2. MACHINE BOLTS SPECIFIED AS A307 SHALL CONFORM TO ASTM
<br />A307 w/ NUTS PER ASTM A563A ASHERS PER ASTM F44
<br />(U.N.O.). THREADED PARTS, NUTS, AND ASHERS SHALL BE HDG OR
<br />P AS DEFINED HEREIN.
<br />3. STRUCTURAL BOLTS SHALL CONFORM TO ASTM F3125 GRADES
<br />A325 OR A490 AS SPECIFIED (A325 OR A490) w/ NUTS PER
<br />ASTM A563DH ASHERS PER ASTM F436.
<br />A. HERE DESIGNATED AS -, CARE MUST BE TAEN TO ENSURE
<br />THREADS ARE ECLUDED FROM THE SHEAR PLANE(S).
<br />B. HERE DESIGNATED AS -N OR IF NO DESIGNATION IS NOTED,
<br />THREADS MA BE INCLUDED IN THE SHEAR PLANE(S).
<br />C. HERE SPECIFIED, A325 MA 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 CONFORM TO ASTM F1554
<br />GR. 36 (U.N.O.) w/ NUTS TO ASTM A563 AND ASHERS TO ASTM
<br />F436. PARTS SHALL BE HOT-DIP GALANIED (HDG) OR INC
<br />(MECHANICAL) PLATED (P). PARTS EMBEDDED ENTIREL IN
<br />CONCRETE MA BE PLAIN STEEL.
<br />5. HERE SPECIFIED FOR STEEL THREADED PARTS, NUTS, AND
<br />ASHERS, HOT-DIP GALANIING (HDG) SHALL CONFORM TO ASTM
<br />F2329 AND INC (MECHANICAL) PLATING (P) TO CLASS 55 PER
<br />ASTM B695.
<br />6. PLAIN STEEL FASTENERS ARE NOT TO BE USED UNLESS SPECIFIED.
<br />7. INC ELECTRO-PLATED FASTENERS PER ASTM F1941 MA BE
<br />SUBSTITUTED FOR INTERIOR APPLICATIONS, BUT ARE OTHERISE
<br />NOT TO BE USED UNLESS SPECIFIED.
<br />. NUTS AND ASHERS SHALL HAE THE SAME COATING AS THE
<br />CORRESPONDING THREADED PART.
<br />9. HERE SPECIFIED, IRON AND STEEL HARDARE SHALL BE HOT-DIP
<br />GALANIED PER ASTM A153.
<br />10. STAINLESS STEEL (SS) BOLTS, STUDS, AND THREADED ROD SHALL
<br />CONFORM TO ASTM F593 AND BE ALLO 304 OR 316 w/ NUTS TO
<br />ASTM F594. NUTS AND ASHERS SHALL MATCH THE ALLO OF THE
<br />THREADED PART.
<br />11. ELDING:
<br />A. ELD STRUCTURAL STEEL IN COMPLIANCE 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 70 SI UNLESS NOTED OTHERISE.
<br />B. UNLESS A LARGER ELD SIE IS INDICATED, PROIDE MINIMUM
<br />SIE ELD PER AISC SPECIFICATION, SECTION J2, TABLE J2.4.
<br />ALUMINUM
<br />1. FABRICATE AND ERECT ALUMINUM IN COMPLIANCE ITH THE 2020
<br />ALUMINUM DESIGN MANUAL (ADM1), THE SPECIFICATIONS FOR
<br />ALUMINUM SHEET METAL OR (ASM35), AND CHAPTER 20 OF THE
<br />BUILDING CODE.
<br />2. ALUMINUM SHAPES SHALL CONFORM TO THE FOLLOING:
<br />PIPE TUBE 6061-T6 ASTM B429 F35 SI MIN.
<br />STRUCT. PROFILES 6061-T6 ASTM B30 F35 SI MIN.
<br />SHEET PLATE 6061-T6 ASTM B209 F35 SI MIN.
<br />STAPLE TUBE 6063-T5 ASTM B221 F16 SI MIN.
<br />3. ALL SHOP AND FIELD ELDS SHALL BE PERFORMED B AN AISC
<br />UALIT CERTIFIED FABRICATOR.
<br />4. UNLESS A LARGER ELD SIE IS INDICATED, PROIDE MINIMUM SIE
<br />ELD PER ADM 1.
<br />5. FILLER SHALL BE 5556 ALLO REGARDLESS OF MEMBER THICNESS.
<br />NO OTHER FILLER ALLO SHALL BE USED UNLESS NOTED
<br />OTHERISE.
<br />CONCRETE REINFORCEMENT
<br />1. MINIMUM 2-DA COMPRESSIE STRENGTH ('c) SHALL BE 2,500
<br />PSI.
<br />2. REINFORCEMENT TO BE ASTM A615 GR 60, F60 SI UNO.
<br />3. CALCIUM CHLORIDE OR ADDED CHLORIDE IS NOT PERMITTED.
<br />4. ALL REINFORCED CONCRETE SHALL BE CONSOLIDATED ITH
<br />MECHANICAL IBRATORS.
<br />5. MINIMUM CONCRETE COER:
<br />CAST AGAINST EPOSED TO EARTH 3
<br />EPOSED TO EARTH OR EATHER 2
<br />6. CHAIRS AND SPACERS: AS REUIRED TO MAINTAIN COER.
<br />7. SIGN MA BE INSTALLED ON FOUNDATION AFTER A MINIMUM
<br />CURING TIME OF (14) DAS PROIDED CURING PROCESS IS
<br />PROPERL MAINTAINED PER ACI 31 AND 30.
<br />. GROUT SHALL BE NON-SHRIN AND NON-METALLIC ITH A MINIMUM
<br />COMPRESSIE STRENGTH OF 5,000 PSI AT (1) DA. MI AND PLACE
<br />IN ACCORDANCE ITH MANUFACTURER INSTRUCTIONS.
<br />FOUNDATIONS
<br />1. DESIGN BEARING PRESSURES ARE PER CBC CLASS 5 PRESUMPTIE
<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 PERFORMING 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 INFORMATION HAS BEEN FURNISHED B THE ENTIT HOM
<br />THIS DOCUMENT AS PREPARED FOR. ENGINEER IN NO A
<br />CERTIFIES THIS INFORMATION AS AS-BUILT.
<br />3. FEATURES OF OR ANNOTATED AS ERIF (OR SIMILAR) MUST BE
<br />INSPECTED, ERIFIED AS SUCH, AND DOCUMENTED 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 IMMEDIATEL.
<br />5. CONTRACTOR SHALL INSPECT AND CONFIRM THE UALIT OF
<br />EISTING STRUCTURE AS IN GOOD REPAIR. STRUCTURE SHALL BE
<br />FREE OF CORROSION, DECA, AND AN OTHER MATERIAL,
<br />FABRICATION, ASSEMBL, OR INSTALLATION DEFECT. IF THERE ARE
<br />AN INDICATIONS THAT THIS IS NOT THE CASE, CONTRACTOR SHALL
<br />CEASE OR IMMEDIATEL AND NOTIF ENGINEER.
<br />ELECTRICAL NOTE
<br />ELECTRIC COMPONENTS AND IRING ARE NOT DESIGNED B REERENCE
<br />ENGINEERING. FABRICATOR AND INSTALLER SHALL COMPL ITH THE
<br />CURRENT ERSION OF THE ADOPTED NATIONAL ELECTRIC CODE (NEC)
<br />AND ARTICLE 600: ELECTRIC SIGNS AND OUTLINE LIGHTING.
<br />MANUFACTURED SIGN CABINETS
<br />UNLESS NOTED OTHERISE, MANUFACTURED SIGN CABINETS SHALL BE
<br />DESIGNED B THE MANUFACTURER/FABRICATOR OR OTHER COMPETENT
<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 COMPONENTS.
<br />THE MANUFACTURER/FABRICATOR IS RESPONSIBLE FOR ENSURING ALL
<br />CABINETS ARE ASSEMBLED ITH ADEUATE INTERNAL FRAMING AND
<br />STIFFNESS. CABINET FRAMING SHALL BE CAPABLE OF DELIERING ALL
<br />IMPOSED DESIGN LOADS (IND, SEISMIC, DEAD, SNO, ETC.) DIRECTL
<br />TO THE STRUCTURAL CONNECTIONS OR ELEMENTS DETAILED HEREIN.
<br />CABINET FRAMING SHALL LIMIT ECESSIE IBRATION, DRIFT, OR
<br />DEFLECTION TO REASONABLE LEELS.
<br />FAILURE TO PROIDE AN ADEUATE LOAD PATH OR SUFFICIENT CABINET
<br />STIFFNESS MA RESULT IN ECESSIE IBRATION, DRIFT, OR DEFLECTION
<br />HICH MA IELD SECOND-ORDER EFFECTS THAT CAN NEGATIEL
<br />AFFECT THE PERFORMANCE OF THE STRUCTURAL CONNECTIONS OR
<br />ELEMENTS DETAILED HEREIN.
<br />REERENCE ENGINEERING MAES NO CLAIMS AS TO THE SUITABILIT OF
<br />MANUFACTURED SIGN CABINETS IDENTIFIED AS B MFR. 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.
<br />DESIGN B OTHERS NOTE
<br />REERENCE ENGINEERING IN NO A CERTIFIES OR MAES CLAIMS TO THE
<br />SUITABILIT OF CONDITIONS OR ELEMENTS (EISTING OR NE) THAT ARE
<br />DESIGNED B OTHERS. SUCH CONDITIONS AND ELEMENTS 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 ASSUMES THESE ELEMENTS HAE
<br />BEEN, OR ILL BE, DESIGNED OR CHECED FOR SUITABILIT B A DESIGN
<br />PROFESSIONAL.
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