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Home My WebLink About3925 S Bristol St-HVAC - PlanALIGN ROOM 101 A-0.0 1 1 1 1 ELEVATION ALIGN DIMENSION REVISION CLOUD KEY NOTE ROOM TAG SECTION REFERENCE DETAIL SECTION REFERENCE DETAIL OR ENLARGED PLAN DATUM X'-X" A-0.0 1 SHEET NUMBER VIEW NUMBER VIEW NUMBER 1 NORTH ARROW 101 1 A-0.0 SIM________ 1 A-0.0 A 1 COLUMN GRID LINE SHEET NUMBER VIEW NUMBER SHEET NUMBER VIEW NUMBER SHEET NUMBER REVISION DELTA DELTA # PROJECT INFORMATION AN-1.0 N.T.S. PROJECT ADDRESS 3925 S. BRISTOL ST. SANTA ANA TYPE OF CONSTRUCTION V-B BUILDING OCCUPANCY "B" - BANK PROJECT AREA PROJECT ADDRESS BUILDING NO OF STORIES 1 BUILDING AREA 3,889 S.F. BUILDING LIFE SAFETY INFO. NON SPRINKLERED ARCHITECTURAL AN-1.0 COVER SHEET/ PROJECT INFORMATION AN-4.0 SITE PLAN A-5.0 ROOF PLAN STRUCTURAL S-0.1 GENERAL NOTES S-1.1 ROOF FRAMING PLAN S-3.1 DETAILS ELECTRICAL MECHANICAL M-1.0 MECHANICAL NOTES AND DETAIL M-2.0 ROOF MECHANICAL DEMO PLAN M-2.1 ROOF MECHANICAL PLAN M-3.0 MECHANICAL TITLE-24 FORMS 3925 SOUTH BRISTOL ST. SANTA ANA, CA WELLS FARGO CODE SUMMARY PROPERTY INFORMATIONSYMBOLS SITE LOCATION PROJECT SITE SCOPE OF WORK ABBREVIATIONS REMOVE EXISTING ROOF MECHANICAL UNITS AND REPLACE WITH NEW. @ AT ACT ACOUSTICAL CEILING TILE ADJ. ADJUSTABLE A.F.F. ABOVE FINISH FLOOR AL. ALUMINUM APPROX. APPROXIMATE BD. BOARD BLDG. BUILDING CL CENTERLINE CLG. CEILING CLR. CLEAR COL. COLUMN CONC. CONCRETE CONT. CONTINUOUS CPT. CARPET DBL. DOUBLE DET. DETAIL DIA. DIAMETER DIM. DIMENSION DN. DOWN E EXISTING (E) EXISTING EA. EACH EQ. EQUAL FT. FOOT OR FEET GA. GAUGE G.C. GENERAL CONTRACTOR GL. GLASS/GLAZING GYP. GYPSUM HDWR. HARDWIRE H.M. HOLLOW METAL HT. HEIGHT INT. INTERIOR MAX. MAXIMUM MTL. METAL MFR. MANUFACTURER MIN. MINIMUM MIR. MIRROR MISC. MISCELLANEOUS N NEW NIC NOT IN CONTRACT NO OR # NUMBER NR. NUMBER NTS NOT TO SCALE O.C. ON CENTER OPP. OPPOSITE P. PAINT P.LAM PLASTIC LAMINATE REF. REFERENCE RM. ROOM S.C. SOLID CORE SCHED. SCHEDULE SIM. SIMILAR SPEC. SPECIFICATION SQ. SQUARE S.S. STAINLESS STEEL STD. STANDARD STL. STEEL STOR. STORAGE THK. THICK TYP. TYPICAL U.O.N. UNLESS OTHERWISE NOTED V.C.T. VINYL COMPOSITION TILE VERT. VERTICAL W/ WITH W.C. WATER CLOSET WD. WOOD · 2022 CALIFORNIA BUILDING CODE · 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE · 2022 CALIFORNIA ELECTRICAL CODE · 2022 CALIFORNIA MECHANICAL CODE · 2022 CALIFORNIA PLUMBING CODE · 2022 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS · 2022 ACCESSIBILITY CODE · ALL CITY LOCAL CODES AND AMENDMENTS SHEET INDEX PROJECT DIRECTORY PROJECT ARCHITECTS ONE NINE ARCHITECTURE 1511 E. ORANGETHORPE AVE, SUITE C FULLERTON, CA 92831 ERIN TORRES (PROJECT MANAGER) TEL (949) 238-8052 E.TORRES@ONENINECORP.COM CHRIS LINDHOLM (PROJECT ARCHITECT) TEL (951) 965-9021 TENANT WELLS FARGO 3925 S BRISTOL ST. SANTA ANA, CA 92704 MECHANICAL ENGINEER ICON CONSULTING ENGINEERING 2600 MICHELSON DR. SUITE 1700 IRVINE, CA FARIBORZ MOZHGANI TEL (949) 743-5633 PRROJECTS@ICONENGINEERSCORP.COM JOB NO: SCALE: TITLE: DRAWN: ES CHECK: TP DELTA ISSUE NR.DATEDESCRIPTION 1 SHEET: ARCHITECT CLIENT/PROJECT LOCATION 3925 S Bristol St, Santa Ana, CA 92704 ISSUED FOR PLAN CHECK 9/3/2024 © 1:9 ARCHITECTURE, A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 1511 E. ORANGETHORPE AVE, SUITE C FULLERTON, CA 92831 WELLS FARGO TI CRHDSNE E A T C AINR A OFIL STAT I L O CFE NO. C32504 EC CHRISTOPER D LINDHOLM EXP 5/31/25 STRUCUTRAL ENGINEER SOLID ROCK STRUCTURAL SOLUTIONS 1501 QUAIL ST. SUITE 150 NEWPORT BEACH, CA TYLER KREHBIEL TEL (714) 654-9909 TYLER.KREHBIEL@SRSSINC.COM MECHANICAL M-1.0 MECHANICAL NOTES AND DETAIL M-2.0 ROOF MECHANICAL DEMO PLAN M-2.1 ROOF MECHANICAL PLAN M-3.0 MECHANICAL TITLE-24 FORMS APPROVALS: Bldg #101121319 PLNG - C. Santana BLDG - CSG POLICE - B. Martin PUBLIC WORKS - Y. Soto Mech #40139654 MECH - CSG 3925 S Bristol St-HVAC12/23/2024 101 3925 S. BRISTOL ST.101 102 102 9'-0" 8'-0" 20 ' - 0 " 5'-0" 103 SITE PLAN- REFERENCE ONLY AN-4.0 3/32"=1'-0" JOB NO: SCALE: TITLE: DRAWN: ES CHECK: TP DELTA ISSUE NR.DATEDESCRIPTION 1 SHEET: ARCHITECT CLIENT/PROJECT LOCATION 3925 S Bristol St, Santa Ana, CA 92704 ISSUED FOR PLAN CHECK 9/3/2024 © 1:9 ARCHITECTURE, A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 1511 E. ORANGETHORPE AVE, SUITE C FULLERTON, CA 92831 WELLS FARGO TI CRHDSNE E A T C AINR A OFIL STAT I L O CFE NO. C32504 EC CHRISTOPER D LINDHOLM EXP 5/31/25 N NO.DESCRIPTION 101 EXISTING PARKING TO REMAIN- NO CHANGE 102 EXISTING DRIVE AISLE TO REMAIN CLEAR 103 EXISTING PROPERTY LINE KEY NOTES FOR REFERENCE ONLY- NO CHANGE TO SITE PLAN 3925 S Bristol St-HVAC12/23/2024 505 A-5.0 2 504 501 503 504 505 502 502 505 504 501 501 503 PROPOSED MECHANICAL UNITS BEYOND 26 ' - 0 " V . I . F . TO P O F R O O F 18 ' - 3 " V . I . F . TO P O F B U I L T U P R O O F ROOF PLAN + ELEVATION A-5.0 NOTED JOB NO: SCALE: TITLE: DRAWN: ES CHECK: TP DELTA ISSUE NR.DATEDESCRIPTION 1 SHEET: ARCHITECT CLIENT/PROJECT LOCATION 3925 S Bristol St, Santa Ana, CA 92704 ISSUED FOR PLAN CHECK 9/3/2024 © 1:9 ARCHITECTURE, A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 1511 E. ORANGETHORPE AVE, SUITE C FULLERTON, CA 92831 WELLS FARGO TI CRHDSNE E A T C AINR A OFIL STAT I L O CFE NO. C32504 EC CHRISTOPER D LINDHOLM EXP 5/31/25 2 REISSUED FOR PLAN CHECK 10/17/2024 SHEET LEGEND EXISTING EQUIPMENT TO BE DEMOLISHED EXISTING CONSTRUCTION TO REMAIN AREA N.I.C. ANNOTATIONS D -DENOTES DEMOLITION E -DENOTES EXISTING TO REMAIN SHEET KEYNOTES NO DESCRIPTION 501 EXISTING ROOF ACCESS HATCH 502 EXISTING EQUIPMENT CABINET TO REMAIN. PROTECT IN PLACE. 503 EXISTING VENT TO REMAIN. PROTECT IN PLACE. 504 EXISTING UNIT TO BE DEMOLISHED IN IT'S ENTIRETY. EXISTING CURBS TO REMAIN. PREPARE FOR NEW UNIT AT SAME LOCATION. 505 NEW MECHANICAL EQUIPMENT, REUSE EXISTING CURB. SEE MECHANICAL DRAWINGS FOR FURTHER INFORMATION. N SCALE: 1/8"=1'-0"1ROOF PLANSCALE: 3/16"=1'-0"2WEST ELEVATION- SITE LINE DIAGRAM 1 1 3925 S Bristol St-HVAC12/23/2024 STRUCTURAL NOTES 1. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODES: 2022 CALIFORNIA BUILDING CODE AND LATEST REVISIONS REFERRED TO HERE AS "THE CODE", AND ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK, INCLUDING THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY, AND THOSE CODES & STANDARDS LISTED IN THESE NOTES AND SPECIFICATIONS. 2. DESIGN LOADS: LIVE LOADS: ROOF 20 PSF REDUCIBLE 3. WIND ANALYSIS PER CHAPTER 16 OF THE CODE RISK CATEGORY = II BASIC WIND SPEED = 95 mph WIND EXPOSURE = C 4. SEISMIC ANALYSIS PER CHAPTER 16 OF THE CODE UTILIZING THE FOLLOWING PROCEDURE: RISK CATEGORY = II IMPORTANCE FACTOR = 1.0 REDUNDANCY FACTOR, ρ = 1 SITE CLASS = D (DEFAULT) SDS = 1.03 DESIGN CRITERIA 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. 2. ALL DRAWINGS ARE CONSIDERED TO BE A PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES THAT OCCUR SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO START OF CONSTRUCTION SO THAT A CLARIFICATION CAN BE ISSUED. ANY WORK PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODE REQUIREMENTS SHALL BE CORRECTED BY THE CONTRACTOR AT THEIR OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR ARCHITECT. 3. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK. 4. SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING: SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS, EXCEPT AS NOTED. SIZE AND LOCATION OF ALL INTERIOR AND EXTERIOR NON-BEARING PARTITIONS. SIZE AND LOCATION OF ALL CONCRETE CURBS, EQUIPMENT PADS, PITS, FLOOR DRAINS, SLOPES, DEPRESSED AREAS, CHANGE IN LEVEL, CHAMFERS, GROOVES, INSERTS, ETC. SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS EXCEPT AS SHOWN. FLOOR AND ROOF FINISHES. DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS. 5. SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR THE FOLLOWING: PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL AND SLAB OPENINGS, ETC., EXCEPT AS SHOWN OR NOTED. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS. CONCRETE INSERTS FOR ELECTRICAL, MECHANICAL OR PLUMBING FIXTURES. SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR BOLTS FOR MOTOR MOUNTS. 6. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. 7. OPENINGS, POCKETS, ETC., LARGER THAN 6" SHALL NOT BE PLACED IN CONCRETE SLABS, DECKS, WALLS, UNLESS SPECIALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE STRUCTURAL ENGINEER WHEN DRAWINGS BY OTHERS SHOW OPENINGS, POCKETS, ETC., LARGER THAN 6" NOT SHOWN ON THE STRUCTURAL DRAWINGS, BUT WHICH ARE LOCATED IN STRUCTURAL MEMBERS. FOR ANY FURTHER RESTRICTIONS ON OPENINGS IN STRUCTURAL ELEMENTS, SEE APPLICABLE SECTIONS BELOW. 8. ASTM SPECIFICATIONS ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. 9. CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES, SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC. IF ANY SUCH STRUCTURES ARE FOUND, STRUCTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 10. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED ROOF OR FLOOR. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. 11. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE DRAWINGS, IF ANY, ARE APPROXIMATE. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND UTILITIES AND COORDINATING WITH THE REQUIREMENTS OF THIS PROJECT. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING ON THE SITE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT IF ANY CONDITIONS ARE DISCOVERED THAT REQUIRES FURTHER COORDINATION. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE THAT OCCURS DUE TO NOT FULLY LOCATING EXISTING UTILITIES. 12. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS BASED ON AVAILABLE KNOWLEDGE OF EXISTING STRUCTURE. CONTRACTOR SHALL VERIFY IN FIELD ALL EXISTING CONDITIONS RELATIVE TO THE SCOPE OF THIS PROJECT. WHERE ACTUAL CONDITIONS ARE NOT IN ACCORDANCE WITH THE DRAWINGS PROVIDED, THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY. CONTRACTOR SHALL ALIGN FOR SUFFICIENT BUDGET AND SCHEDULE CONTINGENCY TO ADDRESS EXISTING HIDDEN CONDITIONS. 13. ALL DEMOLITION SHALL BE PERFORMED IN SUCH A WAY AS NOT TO DAMAGE THE EXISTING STRUCTURAL ELEMENTS THAT ARE TO REMAIN IN THE FINISHED STRUCTURE. ANY PORTIONS OF STRUCTURE TO REMAIN THAT ARE DAMAGED DURING DEMOLITION SHALL BE REPLACED AT NO ADDITIONAL COST. EXISTING STRUCTURAL ELEMENTS SHALL BE PROTECTED TO THE FULLEST EXTENT POSSIBLE, IN ORDER TO MITIGATE DAMAGE. CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF ALL EXISTING STRUCTURAL ELEMENTS THAT ARE NECESSARY FOR THE COMPLETION OF ALL NEW WORK. GENERAL DETAIL NUMBER SHEET NUMBER CALLOUT REFERENCE SECTION REFERENCE PLAN NORTH ELEVATION REFERENCE CLOUD AND REVISIONS GRID SYSTEM DETAIL REFERENCE NORTH SYMBOL S-1.1 1 SHEET ## 1 A 1 SHEET ## SHEET ## 1511 E. ORANGETHORPE AVE, SUITE C FULLERTON, CA 92831 JOB NO: SCALE: TITLE: DRAWN:CHECK: DELTA ISSUE NR. DATEDESCRIPTION SHEET: Stamp CLIENT/PROJECT LOCATION N IG R E TATS E OFILACFO C I V I L R R STERED P L OFESSIONA N E R AI E ENGI TY L E R FRANK L I N KREH B I EL No. 78517 Exp. 09/30/25 1501 Quail St., Ste 150, Newport Beach, CA 92660 O: 949.418.6722 www.srssinc.com 1 ISSUED FOR PLAN CHECK 9/3/2024 12" = 1'-0" Au t o d e s k D o c s : / / 2 4 0 1 7 - W e l l s F a r g o - S a n t a A n a / 2 4 0 17 - W e l l s F a r g o - S a n t a A n a _ r v t 2 4 . r v t 9/ 1 2 / 2 0 2 4 8 : 0 9 : 2 9 A M GENERAL NOTES S-0.1 WELLS FARGO 3925 S Bristol St. Santa Ana, CA 92704 SRSSJG 24017 SHEET INDEX S-0.1 GENERAL NOTES S-1.1 ROOF FRAMING PLAN S-3.1 DETAILS ABBREVIATION LIST & AND @ AT AB ANCHOR BOLT ABV ABV ADDL ADDITIONAL ADJ ADJACENT AFF ABOVE FINISHED FLOOR AGGR AGGREGATE ALT ALTERNATE ALUM ALUMINUM APPVD APPROVED APROX APPROXIMATELY ARCH ARCHITECTURAL; ARCHITECT (B) BOTTOM BD BOARD BLDG BUILDING BLK BLOCK BLKG BLOCKING BLW BELOW BM BEAM BN BOUNDARY NAIL BOF BOTTOM OF FOOTING BOT OR B/ BOTTOM OF BRCG BRACING BRG BEARING BS BOUNDARY SCREW BTW BETWEEN CALCS CALCULATIONS CANT CANTILEVER CBC CALIFORNIA BUILDING CODE CF CUBIC FOOT CG CENTER OF GRAVITY CIP CAST IN PLACE CJ CONSTRUCTION JOINT; CONTROL JOINT CL CENTER LINE CLR CLEARANCE; CLEAR CMU CONCRETE MASONRY UNIT CO COMPANY COL COLUMN COMP COMPRESSION CONC CONCRETE CONN CONNECT; CONNECTION CONST CONSTRUCTION CONT CONTINUE; CONTINUOUS CONTR CONTRACTOR CP COMPLETE PENETRATION CTR CENTER CTSK COUNTERSINK; COUNTERSUNK d PENNY (NAILS) db BAR DIAMETER DBL DOUBLE DEPT DEPARTMENT DET DETAIL DIA OR Ø DIAMETER DIAG DIAGONAL DIAPH DIAPHRAGM DIM DIMENSION DIR DIRECTION DIST DISTANCE DL DEAD LOAD DN DOWN DO DITTO DWG DRAWING DWL DOWEL (E) OR EXIST EXISTING e.g. FOR EXAMPLE EA EACH EF EACH FACE EJ END JACK; EXPANSION JOINT EL ELEVATION ELEC ELECTRICAL ELEV ELEVATION; ELEVATOR EMB EMBED EN END NAIL ENGR ENGINEER EOR ENGINEER OF RECORD EOS EDGE OF SLAB EQ EQUAL EQUIP EQUIPMENT EQUIV EQUIVALENT ES EACH SIDE; EDGE SCREW ETC ET CETERA EW EACH WAY EXT EXTERIOR F'c CONCRETE COMPRESSION STRENGTH F'm MASONRY COMPRESSION STRENGTH F/ FACE OF Fb ALLOWABLE BENDING STRESS FD FLOOR DRAIN FDN FOUNDATION FF FINISH FLOOR FIN FINISH FLR FLOOR FN FIELD NAIL FP FIRE PROOF; FULL PENETRATION FRMG FRAMING FS FULL SIZE; FAR SIDE; FIELD SCREW FT FOOT; FEET FTG FOOTING Fy YIELD STRENGTH GA GAUGE GALV GALVANIZED GB GRADE BEAM GC GENERAL CONTRACTOR GEN GENERAL GLB GLUE LAMINATED BEAM GR GRADE (H) HORIZONTAL H OR HORIZ HORIZONTAL HD HOLDOWN HDR HEADER HGR HANGER HI HIGH HP HEAVY PILING HR HARD ROCK HS HIGH STRENGTH HT HEIGHT I MOMENT OF INERTIA i.e. THAT IS IBC INTERNATIONAL BUILDING CODE ID INSIDE DIAMETER IF INSIDE FACE IN INCH INCL INCLUDE; INCLUDING INFO INFORMATION INSP INSPECTION; INSPECTOR INT INTERIOR INTERM INTERMEDIATE INV INVERT JST JOIST JT JOINT ABBREVIATION LIST k OR KIP 1,000 (e.g. POUNDS) KO KNOCK OUT KP KING POST KSF KIPS PER SQUARE FOOT KSI KIPS PER SQUARE INCH # OR LBS POUNDS (L) LONGINTUDINAL LAB LABORATORY LDGR LEDGER LF LINEAL FOOT LG LONG LIN LINEAL; LINEAR LL LIVE LOAD LLBB LONG LEGS BACK-TO-BACK LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LONGIT LONGITUDNAL LP LOW POINT LTWT LIGHT WEIGHT LVL LEVEL MAS MASONRY MAT MATERIAL MAX MAXIMUM MB MACHINE BOLT MDF MEDIUM DENSITY FIBERBOARD MECH MECHANICAL MEZZ MEZZANINE MFR MANUFACTURER MID MIDDLE MIN MINIMUM MISC MISCELLANEOUS MTL METAL # OR NO NUMBER (N) NEW N NORTH NF NEAR FACE NIC NOT IN CONTRACT NS NEAR SIDE NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OF OUTSIDE FACE OH OPPOSITE HAND OPNG OPENING OPP OPPOSITE OSB ORIENTED STRAND BOARD OSHPD OFFICE OF STATEWIDE HEATH PLANNING AND DEVELOPMENT // PARALLEL PC PRECAST PCF POUNDS PER CUBIC FOOT PCI POUNDS PER CUBIC INCH PDF POWDER DRIVEN FASTENERS PE POLYETHYLENE; PROFESSIONAL ENGINEER PI PLYWOOD INDEX PL PLATE; PROPERTY LINE PLCS PLACES PLF POUNDS PER LINEAR FOOT PP PARTIAL PENETRATION PREFAB PREFABRICATED PRKG PARKING PROJ PROJECT PROP PROPERTY PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PTFE POLYTETRAFLOURETHYLENE (TEFLON) PVC POLYVINYL CHLORIDE PVMT PAVEMENT ┴ OR PERP PERPENDICULAR R OR RAD RADIUS RD ROOF DRAIN REF REFERNECE REG REGULAR REINF REINFORCE; REINFORCING REQ REQUIRED RET RETAINING REV REVISION RF ROOF RM ROOM RO ROUGH OPENING S ELASTIC SECTION MODULUS SAD SEE ARCHITECTURAL DRAWINGS SCHD SCHEDULE SECT SECTION SEL SELECT SFRS SEISMIC FORCE RESISTING SYSTEM SHT SHEET SHTG SHEATHING SIM SIMILAR SJ SEISMIC JOINT, SIDE JACK SLBB SHORT LEG BACK-TO-BACK SMF SPECIAL MOMENT FRAME SMS SHEET METAL SCREW SOG SLAB ON GRADE SPCG SPACING SPCL SPECIAL SPECS SPECIFICATIONS SQ SQUARE SS SELECT STRUCTURAL SSH SHORT SLOTTED HOLE STAGG STAGGER STD STANDARD STIFF STIFFENER STL STEEL STRUCT STRUCTURAL SW SHEAR WALL SYM SYMMETRICAL Σ SUM (T) TOP (T) TRANSVERSE T TOP T&B TOP & BOTTOM T&G TONGUE AND GROOVE T/ TOP OF TB TIE BEAM TEMP TEMPORARY; TEMPERATURE THK THICK THRU THROUGH TL TOTAL LOAD TN TOE NAIL TOF TOP OF FOOTING TOGB TOP OF GRADE BEAM TOL TOP OF LEDGER TOS TOP OF STEEL ABBREVIATION LIST TOSL TOP OF SLAB TOW TO OF WALL TRANSV TRANSVERSE TSP TAPERED STEEL GIRDER TYP TYPICAL UL UNDERWRITERS LABORATORY, INC UNO UNLESS NOTED OTHERWISE UT ULTRASONIC TESTING (V) VERTICAL V OR VERT VERTICAL VIF VERIFY IN FIELD W/ WITH W/C WATER-CEMENT RATIO W/O WITHOUT WF WIDE FLANGE WHT WEIGHT WP WORK POINT WWF WELDED WIRE FABRIC STRUCTURAL STEEL SHAPES C STANDARD CHANNEL HP HP SHAPE HSS HOLLOW STRUCTURAL STEEL L ANGLES M M SHAPES MC MISC CHANLES PIPE#-STD STANDARD PIPE PIPE#-XSTRONG EXTRA STRONG PIPE PIPE#-XXSTRONG DOUBLE EXTRA STRONG PIPE S S SHAPE TS TUBE STEEL W W SHAPE WT, ST, MT STRUCT TEES CUT FROM W, S, M SHAPES INSTITUTIONS ACI AMERICAN CONCRETE INSTITUTE AISC AMERICAL INSTITUTE OF STEEL CONSTRUCTION AISI AMERICAN IRON AND STEEL INSTITUTE AITC AMERICAN INSTITUTE OF TIMBER CONSTRUCTION ANSI AMERICAN NATIONAL STANDARDS INSTITUTE APA AMERICAN PLYWOOD ASSOCIATIONS ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AWPB AMERICAN WOOD PERSERVERS BUREAU AWS AMERICAN WELDING SOCIETY CRSI CONCRETE REINFORCING STEEL INSTITUTE ICBO INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS ICC INTERNATIONAL CODE COUNCIL ICC-ER ICC-ES LEGACY REPORT ICC-ES ICC EVALUATION SERVICES ICC-ESR ICC-ES REPORT PCI PRECAST CONCRETE INSTITUTE PTI POST-TENSION CONCRETE INSTITUTE RCSC RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS SJI STEEL JOIST INSTITUTE TPI TRUSS PLATE INSTITUTE 3925 S Bristol St-HVAC12/23/2024 (E)6x18 (E)6x18 (E)W24x76 (E)W24x76 (E)W16x31 (E)6x18 (E) HSS6x6x1/4 (E) HSS6x6x1/4 (E) HSS6x6x1/4 (E) Pipe3-1/2STD (E ) 2 x 1 4 @ 1 6 " O C (E ) 2 x 1 4 @ 1 2 " O C (E ) 2 x 1 4 @ 1 6 " O C (E ) 2 x 1 4 @ 1 6 " O C (E ) 2 x 1 4 @ 1 2 " O C (E ) 2 x 1 4 @ 1 6 " O C (E ) 2 x 1 4 @ 1 6 " O C 3 RTU 2 RTU 1 RTUMAX WT = 683# MAX WT = 683# MAX WT = 1050# 1 CU MAX WT = 205# (E) WOOD TELECOM EQUIPMENT PAD CONTRACTOR TO VIF WEIGHT OF EQUIPMENT SEE NOTE 1 (E) ROOF HATCH (E) ROOF HATCH (E) ROOF HATCH 22 ' - 5 " V I F 11' - 8" VIF VI F 25 ' - 6 1 / 2 " VI F 16 ' - 1 1 " VI F 25 ' - 6 1 / 2 " VIF 29' - 6" VIF 38' - 8" # RTU SYMBOL EQUIPMENT SCHEDULE # CU DESCRIPTION A/C UNIT CONDENSING UNIT DETAIL 1/ S-3.1 3/ S-3.1 PLAN NOTES 1. THE WEIGHT OF THE EQUIPMENT ON THE PLATFORM HAS BEEN ASSUMED TO BE 70 PSF (POUNDS PER SQUARE FOOT) FOR STRUCTURAL DESIGN PURPOSES. THIS VALUE HAS BEEN CONSIDERED AS ADDITIONAL DEAD LOAD ON THE PLATFORM. IF ACTUAL WEIGHT OF EQUIPMENT IN THE FIELD DIFFERS FROM WHAT WAS ASSUMED, PLEASE NOTIFY STRUCTURAL ENGINEER OF RECORD. 1511 E. ORANGETHORPE AVE, SUITE C FULLERTON, CA 92831 JOB NO: SCALE: TITLE: DRAWN:CHECK: DELTA ISSUE NR. DATEDESCRIPTION SHEET: Stamp CLIENT/PROJECT LOCATION N IG R E TATS E OFILACFO C I V I L R R STERED P L OFESSIONA N E R AI E ENGI TY L E R FRANK L I N KREH B I EL No. 78517 Exp. 09/30/25 1501 Quail St., Ste 150, Newport Beach, CA 92660 O: 949.418.6722 www.srssinc.com 1 ISSUED FOR PLAN CHECK 09/03/24 2 PLAN CHECK CORRECTIONS 11/15/241 As indicated Au t o d e s k D o c s : / / 2 4 0 1 7 - W e l l s F a r g o - S a n t a A n a / 2 4 0 17 - W e l l s F a r g o - S a n t a A n a _ r v t 2 4 . r v t 11 / 1 7 / 2 0 2 4 9 : 2 1 : 1 9 A M ROOF FRAMING PLAN S-1.1 WELLS FARGO 3925 S Bristol St. Santa Ana, CA 92704 SRSSJG 24017 1/4" = 1'-0"1ROOF FRAMING PLAN N 1 1 1 1 1 3925 S Bristol St-HVAC12/23/2024 (E) WOOD CURB TO REMAIN, VIF (E) WOOD ROOF PER , VIF (E) ROOF JOIST PER PLAN, SIDE ELEVATION CG MAX WEIGHT: PER PLAN RTU-2 & RTU-3: 49" PER MFR RTU-1: 62" PER MFR EQ EQ A/C UNIT ABOVE PER MECH DWGS 1/ S-1.1 1/ S-1.1 FRONT ELEVATION 1/4"Øx3" LG LAG SCREWS @ 12" OC INTO TOP OF PERIMETER WOOD CURB, TYP ALL-AROUND (4) SIDES RT U - 2 & R T U - 3 : 4 1 " P E R M E C H RT U - 1 : 4 9 " M E C H CG MAX WEIGHT: PER PLAN RTU-2 & RTU-3: 74" PER MECH RTU-1: 87" PER MECH EQ EQ EQ E Q A/C UNIT ABOVE PER MECH DWGS (E) WOOD CURB TO REMAIN, VIF (E) WOOD ROOF PER , VIF (E) ROOF JOIST PER PLAN,1/ S-1.1 1/ S-1.1 CG MAX WEIGHT: PER PLAN EQ E Q PE R M E C H 43 1 / 4 " CONDENSING UNIT PER MECH DWGS (E) WOOD EQUIPMENT PAD, VIF (E) WOOD ROOF PER (E) ROOF JOIST PER PLAN, 1/2"Øx3" LG LAG SCREWS AT MFR PROVIDED HOLES, ((4) TOTAL) TYP AT WOOD PAD ELEVATION 1/ S-1.1 1/ S-1.1 CG MAX WEIGHT: PER PLAN EQ EQ TYP, PER MFR 2' - 0 7/8"PE R M F R PLAN PE R M E C H 17 3 / 8 " PER MECH 43.625" EQ E Q 1511 E. ORANGETHORPE AVE, SUITE C FULLERTON, CA 92831 JOB NO: SCALE: TITLE: DRAWN:CHECK: DELTA ISSUE NR. DATEDESCRIPTION SHEET: Stamp CLIENT/PROJECT LOCATION N IG R E TATS E OFILACFO C I V I L R R STERED P L OFESSIONA N E R AI E ENGI TY L E R FRANK L I N KREH B I EL No. 78517 Exp. 09/30/25 1501 Quail St., Ste 150, Newport Beach, CA 92660 O: 949.418.6722 www.srssinc.com 1 ISSUED FOR PLAN CHECK 09/03/24 2 PLAN CHECK CORRECTIONS 11/15/241 1" = 1'-0" Au t o d e s k D o c s : / / 2 4 0 1 7 - W e l l s F a r g o - S a n t a A n a / 2 4 0 17 - W e l l s F a r g o - S a n t a A n a _ r v t 2 4 . r v t 11 / 1 7 / 2 0 2 4 9 : 2 1 : 2 3 A M DETAILS S-3.1 WELLS FARGO 3925 S Bristol St. Santa Ana, CA 92704 SRSSJG 24017 1" = 1'-0"1TYPICAL A/C UNIT ANCHORAGE (RTU) 1" = 1'-0"3CONDENSING UNIT ANCHORAGE (CU) 1 1 1 1 1 1 1 1 1 3925 S Bristol St-HVAC12/23/2024 MECHANICAL NOTES & DETAILS M-1.0 - JOB NO: SCALE: TITLE: DRAWN: ES CHECK: TP DELTA ISSUE NR.DATEDESCRIPTION 1 SHEET: CLIENT/PROJECT LOCATION 3925 S Bristol St, Santa Ana, CA 92704 ISSUED FOR PLAN CHECK 8/30/2024 © 1:9 ARCHITECTURE, A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 1511 E. ORANGETHORPE AVE, SUITE C FULLERTON, CA 92831 WELLS FARGO ENGINEER 19200 Von Karman Ave. Suite 400 (949)743-5633 Irvine, CA 92612 projects@iconengineerscorp.com MECHANICAL CONTRACTOR 1 PLAN CHECK CORRECTIONS 11/15/20242 FACTORY ROOF CURB TO BE CONTINUOUS ON ALL FOUR SIDES MIN. 2" CURB LEVELING CANT STRIP ROOFING ROOF RIGID INSULATION NAILER STRIP WITH GASKET AND COUNTERFLASHIING AC UNIT 3925 S Bristol St-HVAC12/23/2024 HVAC KEYNOTES: ROOF MECHANICAL DEMO PLAN 1/8"=1'-0" M-2.0 1/8"=1'-0" JOB NO: SCALE: TITLE: DRAWN: ES CHECK: TP DELTA ISSUE NR.DATEDESCRIPTION 1 SHEET: CLIENT/PROJECT LOCATION 3925 S Bristol St, Santa Ana, CA 92704 ISSUED FOR PLAN CHECK 8/30/2024 © 1:9 ARCHITECTURE, A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 1511 E. ORANGETHORPE AVE, SUITE C FULLERTON, CA 92831 WELLS FARGO ENGINEER 19200 Von Karman Ave. Suite 400 (949)743-5633 Irvine, CA 92612 projects@iconengineerscorp.com MECHANICAL CONTRACTOR 1 PLAN CHECK CORRECTIONS 11/15/20242 N 3925 S Bristol St-HVAC12/23/2024 HVAC KEYNOTE: ROOF MECHANICAL PLAN 1/8"=1'-0" M-2.1 1/8"=1'-0" JOB NO: SCALE: TITLE: DRAWN: ES CHECK: TP DELTA ISSUE NR.DATEDESCRIPTION 1 SHEET: CLIENT/PROJECT LOCATION 3925 S Bristol St, Santa Ana, CA 92704 ISSUED FOR PLAN CHECK 8/30/2024 © 1:9 ARCHITECTURE, A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 1511 E. ORANGETHORPE AVE, SUITE C FULLERTON, CA 92831 WELLS FARGO ENGINEER 19200 Von Karman Ave. Suite 400 (949)743-5633 Irvine, CA 92612 projects@iconengineerscorp.com MECHANICAL CONTRACTOR 1 PLAN CHECK CORRECTIONS 11/15/20242 N 1 1 3925 S Bristol St-HVAC12/23/2024 MECHANICAL TITLE-24 FORMS M-3.0 - JOB NO: SCALE: TITLE: DRAWN: ES CHECK: TP DELTA ISSUE NR.DATEDESCRIPTION 1 SHEET: CLIENT/PROJECT LOCATION 3925 S Bristol St, Santa Ana, CA 92704 ISSUED FOR PLAN CHECK 8/30/2024 © 1:9 ARCHITECTURE, A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 1511 E. ORANGETHORPE AVE, SUITE C FULLERTON, CA 92831 WELLS FARGO ENGINEER 19200 Von Karman Ave. Suite 400 (949)743-5633 Irvine, CA 92612 projects@iconengineerscorp.com MECHANICAL CONTRACTOR 1 PLAN CHECK CORRECTIONS 11/15/20242 3925 S Bristol St-HVAC12/23/2024 YES NO INSTRUCTIONS: ORAN GE COUNTY FI RE AUTHORI TY Plan Submittal Criteria COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects and RESIDENTIAL TRACT developments · Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place. · Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section. · If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA. · In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations. · Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602. Address Suite City Project Scope/Business Description 1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways, curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within 300 feet of an active or proposed oil well? Fire Master Plan (PR145) 2. Property is adjacent to a wildland area or non-irrigated native vegetation? Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124) 3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170) 4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475) 5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000 sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285) 6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card, button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520) 7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment; industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations? Special Equipment Plan (PR315, PR340-PR382) 8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240) 9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330) 10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335) Initial each of the following two items indicating that you have read and understand the statement: 11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications. 12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327— Initials the building department will determine specific requirements. I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name Signature Phone Number ( ) Date / / Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the appropriate plans and fees for OCFA review. 10-08-14 EE COM 3925 S Bristol St-HVAC12/23/2024 O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Referral Form Required for OCFA to review plans upon the request of the Building Department when the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”. City / County Official Requesting Review: City / County Reference #: Date: __________________________________ City / County: _____________________________________ E-Mail: __________________________________ Contact Name: _____________________________________ Phone #: _________________________________ Title: _____________________________________ ** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. ** Reason(s) for Review: Please describe why OCFA Plan Review is or may be required by the City/County : OCFA COMMENTS:  No further action required on this specific plan type, based on information provided on: ____/______/______.  Project to be taken in for OCFA Review. Other: Name: _________________________________________ Contact #: ______________________________________ Date: _________________________________ OCFA Authorization Updated: 06/02/2020 rs 3925 S Bristol St-HVAC12/23/2024 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: 222657-0824-0002 Report Generated: 2024-08-29 10:17:13 STATE OF CALIFORNIA Mechanical Systems CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-E This document is used to demonstrate compliance for mechanical systems that are within the scope of the permit application and are demonstrating compliance using the prescriptive path outlined in 140.4, or 141.0(b)2 for alterations. Project Name: Wells Fargo, Santa Ana Report Page: (Page 1 of 7) Project Address: Date Prepared: 2024-08-29T13:17:07-04:00 A. GENERAL INFORMATION 01 Project Location (city)Santa Ana 04 Total Conditioned Floor Area 4000 02 Climate Zone 8 05 Total Unconditioned Floor Area 0 03 Occupancy Types Within Project:06 # of Stories (Habitable Above Grade)1 ● Office B. PROJECT SCOPE This table Includes mechanical systems or components that are within the scope of the permit application and are demonstrating compliance using the prescriptive path outlined in 140.4, 170.2(b) or 141.0(b)2 and 180.2(b)2 for alterations. 01 02 03 Air System(s)Wet System Components Dry System Components Heating Air System Water Economizer Air Economizer Cooling Air System Pumps Electric Resistance Heat Mechanical Controls System Piping Fan Systems Mechanical Controls (existing to remain, altered or new)Cooling Towers Ductwork (existing to remain, altered or new) Chillers Ventilation Boilers Zonal Systems/ Terminal Boxes 3925 S Bristol St-HVAC12/23/2024 STATE OF CALIFORNIA Mechanical Systems CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-E Project Name: Wells Fargo, Santa Ana Report Page: (Page 2 of 7) Date Prepared: 2024-08-29T13:17:07-04:00 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: 222657-0824-0002 Report Generated: 2024-08-29 10:17:13 C. COMPLIANCE RESULTS Table C will indicate if the project data input into the compliance document is compliant with mechanical requirements. This table is not editable by the user. If this table says "DOES NOT COMPLY" or "COMPLIES with Exceptional Conditions" refer to Table D., or the table indicated as not compliant for guidance. 01 AND 02 AND 03 AND 04 AND 05 AND 06 AND 07 AND 08 09 System Summary 110.1, 110.2, 140.4, 170.2(c) Pumps 140.4(k), 170.2(c)4I Fans/ Economizers 140.4(c), 140.4(e), 170.2(c) System Controls 110.2, 120.2, 140.4(f), 170.2(c) Ventilation 120.1, 160.2 Terminal Box Controls 140.4(d), 170.2(c)4B Distribution 120.3, 140.4(l), 160.2, 160.3 Cooling Towers 110.2(e)2 Compliance Results (See Table F)(See Table G)(See Table H)(See Table I)(See Table J)(See Table K)(See Table L)(See Table M) Yes AND AND AND Yes AND AND AND AND COMPLIES Mandatory Measures Compliance (See Table Q 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. F. HVAC SYSTEM SUMMARY (DRY & WET SYSTEMS) Space Conditioning System Information 01 02 03 04 05 06 System Name Quantity System Serving System Status Space Type Utilizing Recovered Heat RTU-1 1 Single zone New/ Addition Office RTU-2 1 Single zone New/ Addition Office RTU-3 1 Single zone New/ Addition Office 3925 S Bristol St-HVAC12/23/2024 STATE OF CALIFORNIA Mechanical Systems CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-E Project Name: Wells Fargo, Santa Ana Report Page: (Page 3 of 7) Date Prepared: 2024-08-29T13:17:07-04:00 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: 222657-0824-0002 Report Generated: 2024-08-29 10:17:13 F. HVAC SYSTEM SUMMARY (DRY & WET SYSTEMS) Dry System Equipment Sizing (includes air conditioners, condensers, heat pumps, VRF, furnaces and unit heaters and DOAS systems) 01 02 03 04 05 06 07 08 09 10 11 Name or Item Tag Equipment Category per Tables 110.2, 140.4(a)2 and 170.2(c)3aii Equipment Type per Tables 110.2 and Title 20 Smallest Size Available1 140.4(a) and 170.2(c)1 Equipment Sizing per Mechanical Schedule (kBtu/h) 140.4(a&b), 170.2(c)1 & 170.2(c)2 Heating Output2,3 Cooling Output2,3 Load Calculations3,4 Per Design (kBtu/h) Rated (kBtu/h) Supp. Heating Output (kBtu/h) Sensible Per Design (kBtu/h) Rated (kBtu/h) Total Heating Load (kBtu/h) Total Sensible Cooling Load (kBtu/h) RTU-1 Unitary AC/ Cond. (no elec. resistance)AC, air-cooled pkg (3 phase)Yes 64.8 91 70 RTU-2 Unitary AC/ Cond. (no elec. resistance)AC, air-cooled pkg (3 phase)Yes 35.3 51.7 40 RTU-3 Unitary AC/ Cond. (no elec. resistance)AC, air-cooled pkg (3 phase)Yes 35.3 51.7 40 1FOOTNOTES: Equipment shall be the smallest size, within the available options of the desired equipment line, necessary to meet the design heating and cooling loads of the building per 140.4(a) and 170.2(c)1. Healthcare facilities are excepted. 2It is common practice to show rated output capacity on the equipment schedule. Sensible cooling output comes from specification sheet tables. 3 If equipment is heating only, leave cooling output and load blank. If equipment is cooling only, leave heating output and load blank. 4 Authority Having Jurisdiction may ask for load calculations used for compliance per 140.4(b) and 170.2(c). Dry System Equipment Efficiency (other than Package Terminal Air Conditioners (PTAC) and Package Terminal Heat Pumps (PTHP), DX-DOAS and Dual Fuel Heat Pumps) 01 02 03 04 05 06 07 08 09 Name or Item Tag Size Category (Btu/h) Heating Mode Cooling Mode Rating Condition ( °F) Efficiency Unit Minimum Efficiency Required per Tables 110.2 / Title 20 Design Efficiency Efficiency Unit Minimum Efficiency Required per Tables 110.2 / Title 20 Design Efficiency RTU-1 >=65,000 and <135,000 EER IEER 11 14.6 12 14.6 3925 S Bristol St-HVAC12/23/2024 STATE OF CALIFORNIA Mechanical Systems CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-E Project Name: Wells Fargo, Santa Ana Report Page: (Page 4 of 7) Date Prepared: 2024-08-29T13:17:07-04:00 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: 222657-0824-0002 Report Generated: 2024-08-29 10:17:13 F. HVAC SYSTEM SUMMARY (DRY & WET SYSTEMS) Dry System Equipment Efficiency (other than Package Terminal Air Conditioners (PTAC) and Package Terminal Heat Pumps (PTHP), DX-DOAS and Dual Fuel Heat Pumps) 01 02 03 04 05 06 07 08 09 Name or Item Tag Size Category (Btu/h) Heating Mode Cooling Mode Rating Condition ( °F) Efficiency Unit Minimum Efficiency Required per Tables 110.2 / Title 20 Design Efficiency Efficiency Unit Minimum Efficiency Required per Tables 110.2 / Title 20 Design Efficiency RTU-2 <65,000 SEER 13 14.5 RTU-3 <65,000 SEER 13 14.5 G. PUMPS This section does not apply to this project. H. FAN SYSTEMS & AIR ECONOMIZERS This section does not apply to this project. 3925 S Bristol St-HVAC12/23/2024 STATE OF CALIFORNIA Mechanical Systems CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-E Project Name: Wells Fargo, Santa Ana Report Page: (Page 5 of 7) Date Prepared: 2024-08-29T13:17:07-04:00 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: 222657-0824-0002 Report Generated: 2024-08-29 10:17:13 I. SYSTEM CONTROLS This table is used to demonstrate compliance with mandatory controls in 110.2 and 120.2 and prescriptive controls in 140.4(f) and (n), 170.2(c)4D 170.2(c)4L or requirements in 141.0(b)2E 180.2(b)2 for altered space conditioning systems. 01 02 03 04 05 06 07 08 09 10 System Name System Zoning Conditione d Floor Area Being Served (ft2) Thermostats 110.2(b) & (c)1, 120.2(a) 160.3(a)2A or 141.0(b)2E & 180.2(b)2 Shut-Off Controls 120.2(e) & 160.3(a)2D Isolation Zone Controls 120.2(g) & 160.3(a)2F Demand Response 110.12 120.2(b) & 160.3(a)2B Supply Air Temp. Reset 140.4(f) & 170.2(c)4D Window Interlocks per 140.4(n) & 170.2(c)4D Direct Digital Control (DDC) per 120.2 New packages Single zone <= 25,000 ft2 Setback NA: Altered per 141.0(b)2E NA: Altered per §141.0(b)2 E DR Tstat per 110.12 NA: Alteration NA: Alteration Project NA: Alteration in which no DDC is existing 1FOOTNOTES: Gravity gas wall heaters, gravity floor heaters, gravity room heaters, non-central electric heaters, fireplaces or decorative gas appliances, wood stoves are not required to have setback thermostats. J. VENTILATION AND INDOOR AIR QUALITY This section does not apply to this project. K. TERMINAL BOX CONTROLS This section does not apply to this project. L. DISTRIBUTION (DUCTWORK and PIPING) This section does not apply to this project. M. COOLING TOWERS This section does not apply to this project. 3925 S Bristol St-HVAC12/23/2024 STATE OF CALIFORNIA Mechanical Systems CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-E Project Name: Wells Fargo, Santa Ana Report Page: (Page 6 of 7) Date Prepared: 2024-08-29T13:17:07-04:00 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: 222657-0824-0002 Report Generated: 2024-08-29 10:17:13 N. DECLARATION OF REQUIRED CERTIFICATES OF INSTALLATION Selections have been made based on information provided in previous tables of this document. If any selection needs to be changed, please explain why in Table E Additional Remarks. These documents must be provided to the building inspector during construction and can be found online at https://www.energy.ca.gov/programs-and-topics/programs/building-energy-efficiency-standards/2022-building-energy-efficiency-4 Form/Title NRCI-MCH-01-E - Must be submitted for all buildings O. DECLARATION OF REQUIRED CERTIFICATES OF ACCEPTANCE There are no NRCA forms required for this project. P. DECLARATION OF REQUIRED CERTIFICATES OF VERIFICATION There are no NRCV forms required for this project. Q. MANDATORY MEASURES DOCUMENTATION LOCATION This table is used to indicate where mandatory measures are documented in the plan set or construction documentation. 01 02 Compliance with Mandatory Measures documented through MCH Mandatory Measures Note Block Yes Plan sheet or construction document location M-1.0 3925 S Bristol St-HVAC12/23/2024 STATE OF CALIFORNIA Mechanical Systems CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-E Project Name: Wells Fargo, Santa Ana Report Page: (Page 7 of 7) Project Address: Date Prepared: 2024-08-29T13:17:07-04:00 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: 222657-0824-0002 Report Generated: 2024-08-29 10:17:13 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Fariborz Mozhgani Documentation Author Signature: Company: Icon Consulting Engineers, 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: Fariborz Mozhgani Responsible Designer Signature: Company: Icon Consulting Engineers, Inc. Date Signed: Address:License: City/State/Zip:Phone: 3925 S Bristol St-HVAC12/23/2024 1501 Quail St, Ste. 150, Newport Beach, CA 92660 | 949.418.6722 | www.srssinc.com THESE STRUCTURAL CALCULATIONS ARE A WORK IN PROGRESS PROVIDED HEREWITH FOR THE SOLE PURPOSE OF GOVERNING AGENCY/BUILDING OFFICIAL PLAN CHECK. THESE CALCULATIONS ARE USED AS ONE MEANS FOR OBTAINING THE SIZES OF STRUCTURAL MEMBERS AND COMPONENTS OF CONNECTIONS SHOWN ON THE DRAWINGS, THOUGH THERE IS NO WARRANTY THAT THE CALCULATIONS RELATE DIRECTLY TO OR INCLUDE ALL MEMBERS AND CONNECTIONS ON THE DRAWINGS. THE DRAWINGS THAT ACCOMPANY THESE CALCULATIONS ARE CONSIDERED LIVING DOCUMENTS THAT MAY REQUIRE MODIFICATIONS AND/OR ADDITIONS AS A RESULT OF PLAN CHECK AND CONSTRUCTION. AS A RESULT OF POSSIBLE FUTURE MODIFICATIONS AND/OR ADDITIONS, THE DRAWINGS AND ACCOMPANYING CALCULATIONS SUBMITTED TO PLAN CHECK SHALL BE CONSIDERED OBSOLETE UPON PLAN CHECK COMPLETION AND INAPPLICABLE TO THE FINAL CONSTRUCTED STRUCTURE. THE USE OF THESE DOCUMENTS OUTSIDE OF THE SCOPE OF THIS PLAN CHECK, OR DISTRIBUTING COPIES (PHYSICAL OR ELECTRONIC) TO INDIVIDUALS WHO ARE NOT ENGAGED BY THE GOVERNING PLAN CHECK AUTHORITY/BUILDING OFFICIAL FOR THE SPECIFIC PURPOSE OF PLAN CHECKING THIS PROJECT, IS CONSIDERED A COPYRIGHT INFRINGEMENT AND UNACCEPTABLE WITHOUT OBTAINING PRIOR WRITTEN APPROVAL FROM SOLID ROCK STRUCTURAL SOLUTIONS, WELLS FARGO SANTA ANA ROOF TOP EQUIPMENT ANCHORAGE Job # 24017 09/03/24 STRUCTURAL CALCULATIONS FOR N IG R E TATS E OFILACFO C I V I L R R STERED P L OFESSIONA N E R AI E ENGI TY L E R FRANK L I N KREH B I EL No. 78517 Exp. 09/30/2325 3925 S Bristol St-HVAC12/23/2024 project by CM sheet no. location date 09/03/24 1501 Quail St client job no. Newport Beach, CA 92660 949.418.6722 Including Including Including Dead Load Deck Beams Girders Columns Seismic Built-up Roofing (Gravel)6.0 PSF 6.0 PSF 6.0 PSF 6.0 PSF 6.0 PSF Sheathing 1.5 PSF 1.5 PSF 1.5 PSF 1.5 PSF 1.5 PSF Insulation 1.0 PSF 1.0 PSF 1.0 PSF 1.0 PSF 1.0 PSF Mech + plumbing 1.0 PSF 1.0 PSF 1.0 PSF 1.0 PSF 1.0 PSF Ceiling 1.5 PSF 1.0 PSF 1.0 PSF 1.0 PSF 1.0 PSF Lights 1.0 PSF 1.0 PSF 1.0 PSF 1.0 PSF 1.0 PSF Sprinklers 1.0 PSF 1.0 PSF 1.0 PSF 1.0 PSF 1.0 PSF Mech Equipment Platform A1 28.5 PSF 28.5 PSF 28.5 PSF 28.5 PSF 28.5 PSF Gravity Misc 2.0 PSF Beams 2.0 PSF Girders 2.0 PSF Columns 1.0 PSF Future Solar Panels 3.0 PSF Exterior Walls 0.0 PSF Interior Walls 0.0 PSF Seismic Misc 3.0 PSF TOTAL LOAD:42 PSF 41 PSF 41 PSF 41 PSF 54 PSF ROOF LIVE LOAD:20 PSF (Reducible) NOTES * Future solar panel gravity load is already accounted for in roof design live load. * Full roof design live load cannot occurr over panels. * Future solar panel seismic load is average over entire roof area. TYPICAL ROOF Wells Fargo Santa Ana Santa Ana, CA CE Mechanical 24017 © Solid Rock Structural Solutions @ MECH EQUIPMENT PLATFORM 9 Panels (50# ea) = 450# (3) Purcell cabinet = 1800# Unistrut racks = 1000# sqft = 175 Area 1 load = 20 psf Battery cabinet = 1000# Batteries = 79# + 105# + 119# = 305# (4) BTS cabinet = 1000#*4 = 4000# sqft = 86 Area 2 load = 62 psf Platform 2x12 @ 16" oc = 3.5 psf Plywood + finishes + waterproofing = 5 psf Total area 1 = 20psf+3.5psf+5psf = 28.5 psf Total area 2 = 70.5 psf 175sqft 86sqft A1 A2 3925 S Bristol St-HVAC12/23/2024 project by CM sheet no. location date 09/03/24 1501 Quail St client job no. Newport Beach, CA 92660 949.418.6722 Including Including Including Dead Load Deck Beams Girders Columns Seismic Built-up Roofing (Gravel)6.0 PSF 6.0 PSF 6.0 PSF 6.0 PSF 6.0 PSF Sheathing 1.5 PSF 1.5 PSF 1.5 PSF 1.5 PSF 1.5 PSF Insulation 1.0 PSF 1.0 PSF 1.0 PSF 1.0 PSF 1.0 PSF Mech + plumbing 1.0 PSF 1.0 PSF 1.0 PSF 1.0 PSF 1.0 PSF Ceiling 1.5 PSF 1.0 PSF 1.0 PSF 1.0 PSF 1.0 PSF Lights 1.0 PSF 1.0 PSF 1.0 PSF 1.0 PSF 1.0 PSF Sprinklers 1.0 PSF 1.0 PSF 1.0 PSF 1.0 PSF 1.0 PSF Mech Equipment Platform A2 70.5 PSF 70.5 PSF 70.5 PSF 70.5 PSF 70.5 PSF Gravity Misc 2.0 PSF Beams 2.0 PSF Girders 2.0 PSF Columns 1.0 PSF Future Solar Panels 3.0 PSF Exterior Walls 0.0 PSF Interior Walls 0.0 PSF Seismic Misc 3.0 PSF TOTAL LOAD:84 PSF 83 PSF 83 PSF 83 PSF 96 PSF ROOF LIVE LOAD: * Roof Live Load = 50psf at mechanical well. * Weight of the mechanical equipment included in the seismic weight. Wells Fargo Santa Ana Santa Ana, CA CE Mechanical TYPICAL ROOF 24017 © Solid Rock Structural Solutions 20 PSF (Reducible) @ MECH EQUIPMENT PLATFORM 3925 S Bristol St-HVAC12/23/2024 ASCE Hazards Report Address: 3925 S Bristol St Santa Ana, California 92704 Standard:ASCE/SEI 7-16 Latitude:33.695099 Risk Category:II Longitude:-117.885076 Soil Class:D - Default (see Section 11.4.3) Elevation:35.44679577340504 ft (NAVD 88) Wind Results: Wind Speed 95 Vmph 10-year MRI 66 Vmph 25-year MRI 72 Vmph 50-year MRI 76 Vmph 100-year MRI 81 Vmph Data Source: ASCE/SEI 7-16, Fig. 26.5-1B and Figs. CC.2-1–CC.2-4, and Section 26.5.2 Date Accessed: Tue Sep 03 2024 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Site is not in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. Page 1 of 3https://ascehazardtool.org/Tue Sep 03 2024 3925 S Bristol St-HVAC12/23/2024 SS : 1.287 S1 : 0.461 F a : 1.2 F v : N/A SMS : 1.544 SM1 : N/A SDS : 1.03 SD1 : N/A T L : 8 PGA : 0.55 PGA M : 0.66 F PGA : 1.2 Ie : 1 C v : 1.357 Seismic Site Soil Class: Results: Data Accessed: Date Source: D - Default (see Section 11.4.3) USGS Seismic Design Maps Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. Tue Sep 03 2024 Page 2 of 3https://ascehazardtool.org/Tue Sep 03 2024 3925 S Bristol St-HVAC12/23/2024 The ASCE Hazard Tool is provided for your convenience, for informational purposes only, and is provided “as is” and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third-party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third-party content by or from ASCE. ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE standard. In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors, employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE Hazard Tool. Page 3 of 3https://ascehazardtool.org/Tue Sep 03 2024 3925 S Bristol St-HVAC12/23/2024 project by sheet no. location date 17850 Fitch client job no. Irvine, CA 92614 © Solid Rock Structural Solutions 1501 QUAIL ST., STE. 150 NEWPORT BEACH CA, 92660 Wells Fargo Santa Ana Santa Ana, CA CM 09/03/2024 24017 ROOF UNDER RTU-1 DL = 13.5 PSF + 3.5 PSF (Mech curb) RTU-1 DL = 1050# / 3 joist = 350# RLL = 20 PSF 2x14 @ 16" oc roof joists are ok by inspection. SEE FOLLOWING ENERCALC OUTPUT 2x14 @ 16" oc roof joists under RTU-2 & RTU-3 are ok by inspection. Unit max over-current protection 50 Amps 50 Amps Dimensions & Weight Hgt 49 in.Len 87 in.Wth 62 in. Weight with factory installed options 1050 lbs ERV Weight lbs Unit max over-current protection 35 Amps 35 Amps Dimensions & Weight Hgt 41 in.Len 74 in.Wth 49 in. Weight with factory installed options 683 lbs ERV Weight lbs 3925 S Bristol St-HVAC12/23/2024 Wood Beam LIC# : KW-06013145, Build:20.22.12.28 SOLID ROCK STRUCTURAL SOLUTIONS (c) ENERCALC INC 1983-2022 DESCRIPTION:Roof joist under RTU-1 Project File: Gravity.ec6 Project Title: Engineer: Project ID: Project Descr: CODE REFERENCES Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : IBC 2021 Material Properties Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Allowable Stress Design Douglas Fir-Larch (North) No. 1/No. 2 850.0 850.0 1,400.0 625.0 1,600.0 580.0 180.0 500.0 30.590 Analysis Method : Eminbend - xx ksi Wood Species : Wood Grade : Fb + psi psi Fv psi Fb - Ft psi Fc - Prll psi psiFc - Perp E : Modulus of Elasticity Ebend- xx ksi Density pcf Load Combination :IBC 2021 .Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Uniform Load : D = 0.020, Lr = 0.020 ksf, Tributary Width = 1.330 ft, (Roof) Point Load : D = 0.350 k @ 6.0 ft, (RTU-1 (1050# / 3 joists)) .DESIGN SUMMARY Design OK Maximum Bending Stress Ratio 0.943: 1 Load Combination D Only Span # where maximum occurs Span # 1 Location of maximum on span 6.018 ft 49.36 psi= = 688.50 psi 2x14Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination +D+Lr = = = 225.00 psi== Section used for this span 2x14 Maximum Shear Stress Ratio 0.219 : 1 0.000 ft= = 649.37 psi Maximum Deflection 0 <360 579 Ratio =0 <180 Max Downward Transient Deflection 0.108 in 1887Ratio =>=360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.352 in Ratio =>=180 Max Upward Total Deflection 0 in fb: Actual F'b fv: Actual F'v Span: 1 : Lr Only n/a Span: 1 : +D+Lr n/a .Maximum Forces & Stresses for Load Combinations Span # Moment ValuesLoad Combination C iCLx CCCMCF rt Shear ValuesMax Stress Ratios M CDV fbM fvF'b V F'vSegment Length Cfu D Only 0.0 0.00 0.00.0 1.00Length = 17.0 ft 1 0.943 0.212 0.90 0.900 1.001.00 1.00 2.38 649.4 688.5 0.46 162.01.00 34.41.00 1.00+D+Lr 0.900 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 17.0 ft 1 0.931 0.219 1.25 0.900 1.001.00 1.00 3.26 890.5 956.3 0.65 225.01.00 49.41.00 1.00+D+0.750Lr 0.900 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 17.0 ft 1 0.868 0.203 1.25 0.900 1.001.00 1.00 3.03 829.6 956.3 0.60 225.01.00 45.61.00 1.00+0.60D 0.900 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 17.0 ft 1 0.318 0.072 1.60 0.900 1.001.00 1.00 1.43 389.6 1,224.0 0.27 288.01.00 20.61.00 . 3925 S Bristol St-HVAC12/23/2024 Wood Beam LIC# : KW-06013145, Build:20.22.12.28 SOLID ROCK STRUCTURAL SOLUTIONS (c) ENERCALC INC 1983-2022 DESCRIPTION:Roof joist under RTU-1 Project File: Gravity.ec6 Project Title: Engineer: Project ID: Project Descr: Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+Lr 1 0.3518 8.314 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 0.715 0.612 Max Upward from Load Combinations 0.715 0.612 Max Upward from Load Cases 0.488 0.386 D Only 0.488 0.386 +D+Lr 0.715 0.612 +D+0.750Lr 0.658 0.555 +0.60D 0.293 0.231 Lr Only 0.226 0.226 3925 S Bristol St-HVAC12/23/2024 Steel Beam LIC# : KW-06013145, Build:20.22.12.28 SOLID ROCK STRUCTURAL SOLUTIONS (c) ENERCALC INC 1983-2022 DESCRIPTION:(E)W24x76 (southern beam), Project File: Gravity.ec6 Project Title: Engineer: Project ID: Project Descr: CODE REFERENCES Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : IBC 2021 Material Properties Analysis Method : ksi Bending Axis :Major Axis Bending Beam is Fully Braced against lateral-torsional buckling Allowable Strength Design Fy : Steel Yield :50.0 ksi Beam Bracing :E: Modulus :29,000.0 .Service loads entered. Load Factors will be applied for calculations.Applied Loads Beam self weight NOT internally calculated and added Uniform Load : D = 0.020, Lr = 0.020 ksf, Tributary Width = 28.0 ft, (Roof) Uniform Load : D = 0.07050 ksf, Extent = 18.0 -->> 30.0 ft, Tributary Width = 11.50 ft, (Mech equipment platform) Point Load : D = 0.6830 k @ 3.0 ft, (RTU-3) .Design OKDESIGN SUMMARY Maximum Bending Stress Ratio =0.567 : 1 Load Combination +D+Lr Span # where maximum occurs Span # 1 27.746 k Mn / Omega : Allowable 499.002 k-ft Vn/Omega : Allowable W24x76Section used for this span Span # where maximum occurs Location of maximum on span Span # 1 Load Combination +D+Lr 210.320 k Section used for this span W24x76 Ma : Applied Maximum Shear Stress Ratio =0.132 : 1 38.670 ft 282.707 k-ft Va : Applied 0 <360 377 Ratio =0 <180 Maximum Deflection Max Downward Transient Deflection 0.465 in 998Ratio =>=360 Max Upward Transient Deflection 0.000 in Ratio = Max Downward Total Deflection 1.230 in Ratio =>=180 Max Upward Total Deflection 0.000 in Span: 1 : Lr Only Span: 1 : +D+Lr .Maximum Forces & Stresses for Load Combinations Span # Summary of Moment ValuesLoad Combination Summary of Shear ValuesMax Stress Ratios M V Mmax -Mmax +Rm VnxMa Max Mnx/Omega Cb Va MaxMnx Vnx/OmegaSegment Length D Only Dsgn. L = 38.67 ft 1 0.358 0.080 178.72 178.72 833.33 499.00 1.00 1.00 16.92 315.48 210.32 +D+Lr Dsgn. L = 38.67 ft 1 0.567 0.132 282.71 282.71 833.33 499.00 1.00 1.00 27.75 315.48 210.32 +D+0.750Lr Dsgn. L = 38.67 ft 1 0.514 0.119 256.67 256.67 833.33 499.00 1.00 1.00 25.04 315.48 210.32 +0.60D Dsgn. L = 38.67 ft 1 0.215 0.048 107.23 107.23 833.33 499.00 1.00 1.00 10.15 315.48 210.32 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+Lr 1 1.2301 19.666 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 25.976 27.746 Max Upward from Load Combinations 25.976 27.746 3925 S Bristol St-HVAC12/23/2024 Steel Beam LIC# : KW-06013145, Build:20.22.12.28 SOLID ROCK STRUCTURAL SOLUTIONS (c) ENERCALC INC 1983-2022 DESCRIPTION:(E)W24x76 (southern beam), Project File: Gravity.ec6 Project Title: Engineer: Project ID: Project Descr: Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from Load Cases 15.148 16.919 D Only 15.148 16.919 +D+Lr 25.976 27.746 +D+0.750Lr 23.269 25.039 +0.60D 9.089 10.151 Lr Only 10.828 10.828 3925 S Bristol St-HVAC12/23/2024 Project Name: WF 104497 Santa Ana, CA - Rev 1 Project Number: Submitter Name: Victor S Gonzalez Revision: 1 1/31/2023 3925 S Bristol St-HVAC12/23/2024 Equipment Release and Approval Form The following tables must be completed prior to releasing the equipment for fabrication/shipment. Please initial the column indicating the information contained in this submittal has been verified, or indicate to refer to a marked-up page. SUBMITTAL VERIFICATION Purchaser Initials: with jobsite requirements. weights have been verified to comply with jobsite conditions and rigging requirements. Please indicate approval by your Important Notes: 1)Actual release cannot commence until this form is signed by the customer and returned to the submitter along with a release notification, want date, and ship to address. 2)Equipment "lead-time" does not start until confirmed release documentation is received, and the order is actually released to the factory. 3)Modifications to equipment configurations after release may impact cost and lead-time. 4)Attached configurations are as shown in the approved equipment submittals or as defined in superseding customer correspondence. 5)It is recommended that systems designed for operation below 14F ambient air temperature in heating mode and/or above 109F in cooling mode not exceed 100%connection ratio or total pipe length of 984ft. If exceed, the system may be at risk for reduced capacity (comfort) and/or shorter equipment lifespan. Consideration should be given to reducing connection ratio by upsizing the outdoor unit or utilizing building diversity for a true "operating" connection ratio and re-design the layout to reduce total pipe length. 6)"Want date" and/or "ship to address" changes made after this document is confirmed may impact cost and lead-time. Project Name: WF 104497 Santa Ana, CA - Rev 1 Project Number: Submitter Name: Victor S Gonzalez Revision: 1 1/31/2023 All equipment must be installed per the Installation and Maintenance Manual and local codes. Information is subject to change without notice. Equipment models depicted are representational only. Refer to submittal documents for specifications. page 1 of 5 3925 S Bristol St-HVAC12/23/2024 Please fill out the following table and refer to the receiving/rigging instructions in this submittal to help ensure a smooth delivery and installation of the equipment. DELIVERY INFORMATION Please fill out information below: equipment with transportation company. company prior to delivering equipment requirements CUSTOMER APPROVAL: Project Name: WF 104497 Santa Ana, CA - Rev 1 Project Number: Submitter Name: Victor S Gonzalez Revision: 1 1/31/2023 All equipment must be installed per the Installation and Maintenance Manual and local codes. Information is subject to change without notice. Equipment models depicted are representational only. Refer to submittal documents for specifications. page 2 of 5 3925 S Bristol St-HVAC12/23/2024   Submittal Summary Page Qty Tag#Model#Description 1 HP-1 DHR36CSB21S Ductless, Heat Pump, Up to 20 SEER, 3 Ton, Outdoor Unit with Single Indoor Unit, Modulating Inverter Compressor, R-410A,208/230-1-60 1 FC-1 DHR36NKB21S Ductless, Heat Pump, Up to 20 SEER, 3 Ton, Indoor Cassette Unit, R-410A, 208/230-1-60 1 DWCR2 WIRED CONTROL (R SERIES MODELS) Project Name: WF 104497 Santa Ana, CA - Rev 1 Project Number: Submitter Name: Victor S Gonzalez Revision: 1 1/31/2023 All equipment must be installed per the Installation and Maintenance Manual and local codes. Information is subject to change without notice. Equipment models depicted are representational only. Refer to submittal documents for specifications. page 3 of 5 3925 S Bristol St-HVAC12/23/2024 Form No. DFS-36RHPNK-2020Effective Date 07/31 R Series DHR36NKB21S/DHR36CSB21S 36,000 BTU/H Heat Pump Single Zone with 4-Way Cassette (208/230V) DHR36CSB21S DHR36NKB21S DRCR DCCRMW (Standard) (Op tional) DWCR2 DWCR (Optional ) (Option al) FEATURES •Multi-Speed Fan •4-Way Discharge Air •Power Failure Recovery •Internal Condensate Drain Pump •Sentry Condensate Overflow Protection •Wireless Remote Controllers ACCESSORIES •Simp le Wired Con troller DWCR •Advanced Wired Controller DWCR2 •Cen tral Con troller DCCRMW System Rating System Type Heat Pump Rated Cooling Capacity Btu/h 34,000 Cooling Capacity (Min-Max) Btu/h 10,800-39,000 Rated Heating Capacity Btu/h 41,000 Heating Capacity (Min-Max) Btu/h 9,800-49,500 EER (Btu/h)/W 10.4 SEER 16 HSPF 9 Rated Voltage (IDU&ODU Require separate power source)V-PH-Hz 208/230-1-60 Rated Cooling Current Amps 23.8 Rated Heating Current Amps 24.3 MCA / MOCP (Outdoor unit) Amps 29 / 45 MCA / MOCP (Indoor unit) Amps 1.5 /15 Max. Total Piping Length ft. (m) 164 (50) Max. Piping Height ft. (m) 49.2 (15) Piping Connection Diameter - Liquid (O.D.) in. 3/8 Piping Connection Diameter - Gas (O.D.) in. 5/8 Outdoor Model Number DHR36CSB21S Operation Range - Cooling ℉ (℃) 0~118 (-18~48) Operation Range - Heating ℉ (℃) 0~75 (-18～24) Refrigerant R410A Refrigerant Charge oz (kg) 123.45 (3.5) Unit Dim ens ion (WxHxD) in. (mm) 43.50 x 43.30x17.32 (1105×1100x440) Net / Gross Weight lbs (kg) 205 / 222.66 (93/101) Sound Pressu re Level dB(A) 63 Indoor Model Number DHR36NKB21S System Type Heat Pump Rated Cooling Capacity Btu/h 34,000 Cooling Capacity (Min-Max) Btu/h 10,800-39,000 Rated Heating Capacity Btu/h 41,000 Heating Capacity (Min-Max) Btu/h 9,800-49,500 Rated Voltage V-PH-Hz 208/230-1-60 Airflow High to Low CFM 1180/1121/1003/826 Sound Press ure Level High to Low dB(A) 51/49/46/43 Unit Dim ension (WxDxH) in.(mm) 36.02 x 33.07 x 12.59 (915×840×320) Net / Gross Weig ht lbs (kg) 70.54/97 (32/44) Panel Part num ber PNLR04 Panel Dim ens ion (WxHxD) in.(mm) 37.48 x 37.48 x 2.36 (952×952×60) Panel Net Weight lbs (kg) 15 (7) Panel Gross Weight lbs (kg) 24 (11) Set Temperature Range ℉ (℃) 61 ~ 86 (16~30) Piping Connection Diameter - Drain (OD) in. 1 Project Name: WF 104497 Santa Ana, CA - Rev 1 Project Number: Submitter Name: Victor S Gonzalez Revision: 1 1/31/2023 All equipment must be installed per the Installation and Maintenance Manual and local codes. Information is subject to change without notice. Equipment models depicted are representational only. Refer to submittal documents for specifications. page 4 of 5 3925 S Bristol St-HVAC12/23/2024 DHR36NKB21S/DHR36CSB21S Notes: 1. Recommended Communication Cable Type 18-2 AWG Stranded Copper THHN 600V Wire 2. Power wiring cable size must comply with applicable national and local codes 3. Test conditions are based on AHRI 210/240 Indoor Unit Dimensions Outdoor Unit Dimensions Unit: inch Unit: inch A 37 3/8 B 33 1/8 C 30 3/4 D 26 3/4 E 6 1/4 F 12 5/8 G 36 1/8 H 8 1/2 I 39 1/8 Dimensions A 43 5/8 B 17 3/8 C 43 1/4 D 24 7/8 E 15 3/4 Dimensions Project Name: WF 104497 Santa Ana, CA - Rev 1 Project Number: Submitter Name: Victor S Gonzalez Revision: 1 1/31/2023 All equipment must be installed per the Installation and Maintenance Manual and local codes. Information is subject to change without notice. Equipment models depicted are representational only. Refer to submittal documents for specifications. page 5 of 5 3925 S Bristol St-HVAC12/23/2024 SUBMITTAL DATA Order #:Date:01/31/2023 Project:WF 104497 Santa Ana, CA - Rev 1 Project #: Submitter:Victor S Gonzalez UPG National Accounts-York 5005 York Dr., Norman, Oklahoma 73069 (469) 984-1116 Information is subject to change without notice. Check local codes.Printed 01/31/2023 3925 S Bristol St-HVAC12/23/2024 Date 01/31/2023 Project Name WF 104497 Santa Ana, CA - Rev 1 Project Number Client / Purchaser Submittal Summary Page Qty Tag #Model # / Material #Description 1 RTU-1 ZYG08D2B3BB1C113A4 7.5 Ton, York Sun Core Single Packaged R-410A Air Conditioner, Two Stage Cooling, 12.0 EER, Gas Heat, 125 MBH Two Stage Input Low Heat Aluminized Gas, 208/230-3-60 • VFD IntelliSpeed • Enthalpy Economizer (Downflow only) (with Barometric Relief) with Economizer Fault Detection & Diagnostic (Meets ASHRAE 90.1- 2013, IECC 2015, California Title 24, AMCA 511) • Medium Static Belt Drive Blower • Smart Equipment Controller including Discharge Air, Return Air, and Outdoor Air Temperature Sensors. BACNet MS/TP, Modbus and N2 Communication Card. • E-Fin Microchannel All Aluminum Condenser Coil, Copper tube/Aluminum fin Evaporator Coil • Hinged Cabinet Doors 1 RTU-1 2AQ04700524 CO² Space Sensor - Wall Mount Accessory 1 RTU-1 2EC0401 Kit, Single Enthalpy Field Installed 1 RTU-1 1HG0424 Hail Guard Kit (Large Footprint Tall Cabinet) 2 RTU-2 & 3 ZYG05D2C1BB1C113A4 4 Ton, Single Stage Cooling, York Sun Core Single Packaged R- 410A Air Conditioner, 15.4 SEER / 12.0 EER, 70 MBH Two Stage Input Low Heat Aluminized Gas, Gas Heat, 208/230-3-60 • Enthalpy Economizer (Downflow only) (with Barometric Relief) with Economizer Fault Detection & Diagnostic (Meets ASHRAE 90.1- 2013, IECC 2015, California Title 24, AMCA 511) • High Static Belt Drive Blower • Smart Equipment Controller including Discharge Air, Return Air, and Outdoor Air Temperature Sensors. BACNet MS/TP, Modbus and N2 Communication Card. • E-Fin Microchannel All Aluminum Condenser Coil, Copper tube/Aluminum fin Evaporator Coil • Hinged Cabinet Doors 2 RTU-2 & 3 2AQ04700524 CO² Space Sensor - Wall Mount Accessory 2 RTU-2 & 3 2EC0401 Kit, Single Enthalpy Field Installed 2 RTU-2 & 3 1HG0420 Hail Guard Kit (Small Footprint Tall Cabinet) 3 RTU-1, 2 & 3 A-AN-RSO-CW-LCD Space Sensor Information is subject to change without notice. Check local codes.Printed 01/31/2023 3925 S Bristol St-HVAC12/23/2024 Qty Tag #Model # / Material #Description 1 HP-1 FIELD COATING FIELD COATING Equipment start-up and commissioning by a factory trained technician is recommended. Contact your supplying distributor or sales representative for additional information & guidance. WARNING: Cancer and Reproductive Harm - www.P65Warnings.ca.gov Information is subject to change without notice. Check local codes.Printed 01/31/2023 3925 S Bristol St-HVAC12/23/2024 Cooling Performance Total gross capacity 95.9 MBH Sensible gross capacity 69.7 MBH Total net capacity 91.0 MBH Sensible net capacity 64.8 MBH Efficiency (at ARI)12.00 EER2 Integrated eff. (at ARI)14.60 IEER Ambient DB temp.95.0 °F Entering DB temp.80.0 °F Entering WB temp.67.0 °F Leaving DB temp.58.5 °F Leaving WB temp.56.9 °F Leaving air temp dew point 55.90 °F Power input (w/o blower)6.10 kW Sound power 83 dB(A) Refrigerant Refrigerant type R-410A Sys1 6 lbs Sys2 6 lbs Gas Heating Performance Entering DB temp.60 °F Heating output capacity (Max)100.0 MBH Supply air 3000 CFM Heating input capacity (Max)125 MBH Leaving DB temp.90.9 °F Air temp. rise 30.9 °F SSE 80.0 % Stages 2 Supply Air Blower Performance Supply air 3000 CFM Ext. static pressure 0.6 IWG Addl. Unit Losses (Options/Accessories)0.24 IWG Blower speed 806 HP Max BHP of Motor (including service factor)2.40 HP Duct location Bottom Motor rating 2.40 HP Actual required BHP 1.53 HP Power input 1.43 kW Elevation 0 ft. Drive type BELT Outside/Mixed Air Outside Air Cfm 750 CFM Electrical Data Power supply 208-3-60 230-3-60 Unit min circuit ampacity 39.8 Amps 40.6 Amps Unit min over-current protection 40 Amps 45 Amps Unit max over-current protection 50 Amps 50 Amps Dimensions & Weight Hgt 49 in.Len 87 in.Wth 62 in. Weight with factory installed options 1050 lbs ERV Weight lbs Clearances Right 18 in.Front 18 in.Rear 18 in. Top 18 in.Bottom 18 in.Left 18 in. Note: Please refer to the tech guide for listed maximum static pressures 7.5 Ton •All units are manufactured at an ISO 9001 registered facility and each rooftop is completely computer-run tested prior to shipment. Unit Features •Two Stage Cooling •125 MBH Two Stage Input Low Heat Aluminized Gas •Unit Cabinet Constructed of Powder Painted Steel, Certified At 750 Hours Salt Spray Test (ASTM B-117 Standards) •Either supply and/or return can be field converted from vertical to horizontal configuration without cutting panels. •Full perimeter base rails with built in rigging capabilities •Scroll Compressors •Enthalpy Economizer (Downflow only) (with Barometric Relief) with Economizer Fault Detection & Diagnostic (Meets ASHRAE 90.1-2013, IECC 2015, California Title 24, AMCA 511) •Medium Static Belt Drive Blower •Solid Core Liquid Line Filter Driers •Unit Ships with 2" Throwaway Filters •Replacement Filters: 4 - (20" x 20"). Unit accepts 2" or 4" wide filters. •Single Point Power Connection •Short Circuit Current: 5kA RMS Symmetrical •E-Fin Microchannel All Aluminum Condenser Coil, Copper tube/Aluminum fin Evaporator Coil Standard Unit Controller •Smart Equipment Control Board •On-Board Diagnostic and Fault Code display •An Integrated Low-Ambient Control, Anti-Short Cycle Protection, Lead-Lag, Fan On and Fan off Delays, Low Voltage Protection, Allows all units to operate in the cooling mode down to 0 °F outdoor ambient without additional components or intervention. •Safety Monitoring - Monitors the high and low-pressure switches, the freezestats, the gas valve, if applicable, and the temperature limit switch on gas and electric heat units. The unit control board will alarm on ignition failures, safety lockouts and repeated limit switch trips. BAS Controller •Smart Equipment Controller including Discharge Air, Return Air, and Outdoor Air Temperature Sensors. BACNet MS/TP, Modbus and N2 communication card. Warranty •One (1) Year Limited Warranty on the Complete Unit •Five (5) Year Warranty - Compressors •Ten (10) Year Warranty - Aluminized Steel Tubular Heat Exchangers •Three (3) Year Warranty - E-coat Outdoor Coil Information is subject to change without notice. Check local codes.Printed 01/31/2023 York® Sun™ Core 3-12.5 Ton Package Single Package R-410A Air Conditioner Page: 4 Project Name: WF 104497 Santa Ana, CA - Rev 1 Unit Model #: ZYG08D2B3BB1C113A4 Quantity: 1 Tag #: RTU-1 System: ZYG08D2B3BB1C113A4 3925 S Bristol St-HVAC12/23/2024 Additional Electrical Data Power supply 208-3-60 Unit min circuit ampacity 39.8 Amps Unit max over-current protection 50 Amps Min Voltage 187 V Max Voltage 252 V Comp #1 RLA 12.8 Comp #1 LRA 120.4 Comp #2 RLA 12.8 Comp #2 LRA 120.4 Indoor Mtr Voltage 208-3-60 Indoor Mtr FLA 7.0 Outdoor Mtr Qty 2 Outdoor Fan Voltage 208-1-60 OD Fan Mtr FLA (ea.)2.0 Power Ex Mtr Qty 2 Powered Ex Voltage 208-3-60 Power Ex Mtr FLA (ea)1.1 Combustion Mtr Qty 1 Combustion Motor Voltage 208/230-1-60 Combustion Mtr FLA (ea)0.08 York® Sun™ Core 3-12.5 Ton Package Single Package R-410A Air Conditioner Page: 5 Project Name: WF 104497 Santa Ana, CA - Rev 1 Unit Model #: ZYG08D2B3BB1C113A4 Quantity: 1 Tag #: RTU-1 System: ZYG08D2B3BB1C113A4 3925 S Bristol St-HVAC12/23/2024 Factory Installed Options ZYG08D2B3BB1C113A4 Equipment Options Option(s) Selected | Product Category:ZY York Sun Core Single Packaged R-410A Air Conditioner Heat Type:G Gas Heat Nominal Cooling Capacity:08 7.5 Ton Two Stage Cooling 12.0 EER Heat Size:D 125 MBH Two Stage Input Low Heat Aluminized Gas Voltage:2 208/230-3-60 Airflow:B Medium Static Belt Drive Blower Airflow Options:3 VFD IntelliSpeed Coil Options:B E-Fin Microchannel All Aluminum Condenser Coil, Copper tube/Aluminum fin Evaporator Coil Controls:B Smart Equipment Controller including Discharge Air, Return Air, and Outdoor Air Temperature Sensors. BACNet MS/TP, Modbus and N2 Communication Card. Sensor Options:1 Economizer / Damper:C Enthalpy Economizer (Downflow only) (with Barometric Relief) with Economizer Fault Detection & Diagnostic (Meets ASHRAE 90.1-2013, IECC 2015, California Title 24, AMCA 511) Convenience Outlet:1 Electrical Options:1 Cabinet Options:3 Hinged Cabinet Doors Special Options:A Product Generation:4 Field Installed Accessories 2AQ04700524 - CO² Space Sensor - Wall Mount Accessory (5.0 lbs) 2EC0401 - Kit, Single Enthalpy Field Installed (1.0 lbs) 1HG0424 - Hail Guard Kit (Large Footprint Tall Cabinet) (50.0 lbs) Information is subject to change without notice. Check local codes.Printed 01/31/2023 York® Sun™ Core 3-12.5 Ton Package Single Package R-410A Air Conditioner Page: 6 Project Name: WF 104497 Santa Ana, CA - Rev 1 Unit Model #: ZYG08D2B3BB1C113A4 Quantity: 1 Tag #: RTU-1 System: ZYG08D2B3BB1C113A4 3925 S Bristol St-HVAC12/23/2024 Consolidated Drawing Information is subject to change without notice. Check local codes.Printed 01/31/2023 York® Sun™ Core 3-12.5 Ton Package Single Package R-410A Air Conditioner Page: 7 Project Name: WF 104497 Santa Ana, CA - Rev 1 Unit Model #: ZYG08D2B3BB1C113A4 Quantity: 1 Tag #: RTU-1 3925 S Bristol St-HVAC12/23/2024 Cooling Performance Total gross capacity 54.8 MBH Sensible gross capacity 38.4 MBH Total net capacity 51.7 MBH Sensible net capacity 35.3 MBH Seasonal Efficiency (at ARI)15.40 SEER2 Seasonal Efficiency (at ARI)14.50 SEER2 Efficiency (at ARI)12.00 EER2 Efficiency (at ARI)12.00 EER2 Ambient DB temp.95.0 °F Entering DB temp.80.0 °F Entering WB temp.67.0 °F Leaving DB temp.57.8 °F Leaving WB temp.56.1 °F Leaving air temp dew point 55.00 °F Power input (w/o blower)3.50 kW Sound power 79 dB(A) Refrigerant Refrigerant type R-410A Sys1 6 lbs 8 oz Gas Heating Performance Entering DB temp.60 °F Heating output capacity (Max)56.0 MBH Supply air 1600 CFM Heating input capacity (Max)70 MBH Leaving DB temp.92.4 °F Air temp. rise 32.4 °F SSE 80.0 % Stages 2 Supply Air Blower Performance Supply air 1600 CFM Ext. static pressure 0.6 IWG Addl. Unit Losses (Options/Accessories)0.24 IWG Blower speed 1206 HP Max BHP of Motor (including service factor)2.90 HP Duct location Bottom Motor rating 2.90 HP Actual required BHP .97 HP Power input 0.91 kW Elevation 0 ft. Drive type BELT Outside/Mixed Air Outside Air Cfm 400 CFM Electrical Data Power supply 208-3-60 230-3-60 Unit min circuit ampacity 25.9 Amps 26 Amps Unit min over-current protection 30 Amps 30 Amps Unit max over-current protection 35 Amps 35 Amps Dimensions & Weight Hgt 41 in.Len 74 in.Wth 49 in. Weight with factory installed options 683 lbs ERV Weight lbs Clearances Right 18 in.Front 18 in.Rear 18 in. Top 18 in.Bottom 18 in.Left 18 in. Note: Please refer to the tech guide for listed maximum static pressures 4 Ton •All units are manufactured at an ISO 9001 registered facility and each rooftop is completely computer-run tested prior to shipment. Unit Features •Single Stage Cooling •70 MBH Two Stage Input Low Heat Aluminized Gas •Unit Cabinet Constructed of Powder Painted Steel, Certified At 750 Hours Salt Spray Test (ASTM B-117 Standards) •Either supply and/or return can be field converted from vertical to horizontal configuration without cutting panels. •Full perimeter base rails with built in rigging capabilities •Scroll Compressors •Enthalpy Economizer (Downflow only) (with Barometric Relief) with Economizer Fault Detection & Diagnostic (Meets ASHRAE 90.1-2013, IECC 2015, California Title 24, AMCA 511) •High Static Belt Drive Blower •Solid Core Liquid Line Filter Driers •Unit Ships with 2" Throwaway Filters •Replacement Filters: 4 - (16" x 16"). Unit accepts 2" or 4" wide filters. •Single Point Power Connection •Short Circuit Current: 5kA RMS Symmetrical •E-Fin Microchannel All Aluminum Condenser Coil, Copper tube/Aluminum fin Evaporator Coil Standard Unit Controller •Smart Equipment Control Board •On-Board Diagnostic and Fault Code display •An Integrated Low-Ambient Control, Anti-Short Cycle Protection, Lead-Lag, Fan On and Fan off Delays, Low Voltage Protection, Allows all units to operate in the cooling mode down to 0 °F outdoor ambient without additional components or intervention. •Safety Monitoring - Monitors the high and low-pressure switches, the freezestats, the gas valve, if applicable, and the temperature limit switch on gas and electric heat units. The unit control board will alarm on ignition failures, safety lockouts and repeated limit switch trips. BAS Controller •Smart Equipment Controller including Discharge Air, Return Air, and Outdoor Air Temperature Sensors. BACNet MS/TP, Modbus and N2 communication card. Warranty •One (1) Year Limited Warranty on the Complete Unit •Five (5) Year Warranty - Compressors •Ten (10) Year Warranty - Aluminized Steel Tubular Heat Exchangers •Three (3) Year Warranty - E-coat Outdoor Coil Information is subject to change without notice. Check local codes.Printed 01/31/2023 York® Sun™ Core 3-12.5 Ton Package Single Package R-410A Air Conditioner Page: 8 Project Name: WF 104497 Santa Ana, CA - Rev 1 Unit Model #: ZYG05D2C1BB1C113A4 Quantity: 2 Tag #: RTU-2 & 3 System: ZYG05D2C1BB1C113A4 3925 S Bristol St-HVAC12/23/2024 Additional Electrical Data Power supply 208-3-60 Unit min circuit ampacity 25.9 Amps Unit max over-current protection 35 Amps Min Voltage 187 V Max Voltage 252 V Comp #1 RLA 13.7 Comp #1 LRA 83.1 Indoor Mtr Voltage 208-3-60 Indoor Mtr FLA 7.5 Outdoor Mtr Qty 1 Outdoor Fan Voltage 208-1-60 OD Fan Mtr FLA (ea.)1.3 Power Ex Mtr Qty 1 Powered Ex Voltage 208-3-60 Power Ex Mtr FLA (ea)1.1 Combustion Mtr Qty 1 Combustion Motor Voltage 208/230-1-60 Combustion Mtr FLA (ea)0.08 York® Sun™ Core 3-12.5 Ton Package Single Package R-410A Air Conditioner Page: 9 Project Name: WF 104497 Santa Ana, CA - Rev 1 Unit Model #: ZYG05D2C1BB1C113A4 Quantity: 2 Tag #: RTU-2 & 3 System: ZYG05D2C1BB1C113A4 3925 S Bristol St-HVAC12/23/2024 Factory Installed Options ZYG05D2C1BB1C113A4 Equipment Options Option(s) Selected | Product Category:ZY York Sun Core Single Packaged R-410A Air Conditioner Heat Type:G Gas Heat Nominal Cooling Capacity:05 4 Ton Single Stage Cooling 15.4 SEER / 12.0 EER Heat Size:D 70 MBH Two Stage Input Low Heat Aluminized Gas Voltage:2 208/230-3-60 Airflow:C High Static Belt Drive Blower Airflow Options:1 Coil Options:B E-Fin Microchannel All Aluminum Condenser Coil, Copper tube/Aluminum fin Evaporator Coil Controls:B Smart Equipment Controller including Discharge Air, Return Air, and Outdoor Air Temperature Sensors. BACNet MS/TP, Modbus and N2 Communication Card. Sensor Options:1 Economizer / Damper:C Enthalpy Economizer (Downflow only) (with Barometric Relief) with Economizer Fault Detection & Diagnostic (Meets ASHRAE 90.1-2013, IECC 2015, California Title 24, AMCA 511) Convenience Outlet:1 Electrical Options:1 Cabinet Options:3 Hinged Cabinet Doors Special Options:A Product Generation:4 Field Installed Accessories 2AQ04700524 - CO² Space Sensor - Wall Mount Accessory (5.0 lbs) 2EC0401 - Kit, Single Enthalpy Field Installed (1.0 lbs) 1HG0420 - Hail Guard Kit (Small Footprint Tall Cabinet) (24.0 lbs) Information is subject to change without notice. Check local codes.Printed 01/31/2023 York® Sun™ Core 3-12.5 Ton Package Single Package R-410A Air Conditioner Page: 10 Project Name: WF 104497 Santa Ana, CA - Rev 1 Unit Model #: ZYG05D2C1BB1C113A4 Quantity: 2 Tag #: RTU-2 & 3 System: ZYG05D2C1BB1C113A4 3925 S Bristol St-HVAC12/23/2024 Consolidated Drawing Information is subject to change without notice. Check local codes.Printed 01/31/2023 York® Sun™ Core 3-12.5 Ton Package Single Package R-410A Air Conditioner Page: 11 Project Name: WF 104497 Santa Ana, CA - Rev 1 Unit Model #: ZYG05D2C1BB1C113A4 Quantity: 2 Tag #: RTU-2 & 3 3925 S Bristol St-HVAC12/23/2024 DIVISION 23 – HEATING, VENTILATING, AND AIR-CONDITIONING(HVAC) Number Title 23 00 00 HEATING VENTILATING, AND AIR-CONDITIONING(HVAC) 23 06 00 Schedules for HVAC 23 06 80 Schedules for Decentralized HVAC Equipment 23 06 80.13 Decentralized Unitary HVAC Equipment Schedule 23 06 80.13.A Rooftop unit schedule 23 07 00 HVAC Insulation 23 07 16 HVAC Equipment Insulation 23 07 16.13 Decentralized, Rooftop Units 23 07 16.13.A Evaporator fan compartment 1.Interior cabinet surfaces shall be insulated with a minimum 1/2- in. thick, minimum 1 1/2 lb density, flexible fiberglass insulation coated on the air side. 2.Insulation and adhesive shall meet NFPA 90A requirements for flame spread and smoke generation. 23 07 16.13.B Gas heat compartment 1.Aluminum foil-faced fiberglass insulation shall be used. 2.Insulation and adhesive shall meet NFPA 90A requirements for flame spread and smoke generation. 23 09 00 Instrumentation and Control for HVAC 23 09 13 Instrumentation and Control Devices for HVAC 23 09 13.23 Sensors and Transmitters 23 09 13.23.A Thermostats 1.Thermostat must: a.energize “G” when calling for fan only or continuous fan. b.have capability to energize 2 different stages of cooling, and 2 different stages of heating. c.include capability for occupancy scheduling. 23 09 23 Direct-digital Control system for HVAC 23 09 23.13 Decentralized, Rooftop Units 23 09 23.13.A Smart Equipment (Unit based microprocessor control) 1.Shall be ASHRAE 62-2001 compliant. 2.Shall include an integrated economizer controller to support an economizer with 2 to 10 v DC actuator input. 3.Controller shall accept the following inputs: space temperature, setpoint adjustment, outdoor air temperature, indoor air quality, outdoor air quality, indoor relative humidity, compressor lockout, fire shutdown, enthalpy, fan status, remote time clock/door switch. 4.Shall accept a CO2 sensor in the conditioned space, and be Demand Control Ventilation ready. 5.Unit shall provide surge protection for the controller through a circuit breaker. 6.Shall have an LED display independently showing the status of activity on the communication bus, and processor operation. 7.Software upgrades will be accomplished by local download. Software upgrades through chip replacements are not allowed. Guide Specification for York® Sun™ Core Page: 12 3925 S Bristol St-HVAC12/23/2024 A.Unit shall be complete with self-contained low-voltage control circuit protected by a resettable circuit breaker on the 24-volt transformer side. B.Unit shall incorporate a lockout circuit which provides reset capability at the space thermostat or base unit should any of the following standard safety devices trip and shut off compressor: C.Loss-of-charge/Low-pressureswitch. D.High-pressure switch. E.Freeze-protection thermostat, evaporator coil. If any of the above safety devices trip, an LED (light-emitting diode) indicator shall flash a diagnostic code that indicates which safety switch has tripped. F.Unit shall incorporate “AUTO RESET” compressor over temperature, over current protection. G.Unit shall operate with conventional thermostat designs and have a low voltage terminal strip for easy hook-up. H.Unit control board shall have on-board diagnostics and fault code display. I.Standard controls shall include anti-short cycle and low voltage protection, and permit cooling operation down to 0 ºF. J.Control board shall monitor each refrigerant safety switch independently. K.Control board shall retain last 5 fault codes in non-volatile memory, which will not be lost in the event of a power loss. 23 09 23.13.B RTU Open-multi-protocol, direct digital controller 1.Shall be ASHRAE 62-2001 compliant. 2.Shall include built-in protocol for BACNET , Modbus , and Johnson N2. 3.Shall allow access of up to 62 network variables (SNVT). Shall be compatible with all open controllers 4.Baud rate Controller shall be selectable using a dip switch. 5.Shall have an LED display independently showing the status of serial communication,running, errors, power, all digital outputs, and all analog inputs. 6.Shall accept the following inputs: space temperature, setpoint adjustment, outdoor air temperature, indoor air quality, outdoor air quality, compressor lock- out, fire shutdown, enthalpy switch, and fan status/filter status/ humidity/ remote occupancy. 7.Software upgrades will be accomplished by either local or remote download. No software upgrades through chip replacements are allowed. 23 09 33 Electric and Electronic Control System for HVAC 23 09 33.13 Decentralized, Rooftop Units 23 09 33.13.A General 1.Shall be complete with self- contained low- voltage control circuit protected by a resettable circuit breaker on the 24-v transformer side. Transformer shall have 75VA capability. 2.Shall utilize color-coded wiring. 3.Shall include a central control terminal board to conveniently and safely provide connection points for vital control functions such as: smoke detectors, phase monitor, gas controller, economizer, thermostat, DDC control options, and low and high pressure switches. 4.The heat exchanger shall be controlled by an integrated gas controller (IGC) microprocessor. See heat exchanger section of this specification. 23 09 33.23.B Safeties 1.Compressor over-temperature, over-current. High internal pressure differential. 2.Low-pressure switch. a.Units with 2 compressors shall have different sized connectors for the circuit 1 and circuit 2 low and high pressure switches. They shall physically prevent the cross- wiring of the safety switches between circuits 1 and 2. b.Low pressure switch shall use different color wire than the high pressure switch. The purpose is to assist the installer and service technician to correctly wire and or troubleshoot the rooftop unit. 3.High pressure switch. a.Units with 2 compressors shall have different sized connectors for the circuit 1 and circuit 2 low and high pressure switches. They shall physically prevent the cross-wiring of the safety switches between circuits 1 and 2. Guide Specification for York® Sun™ Core Page: 13 3925 S Bristol St-HVAC12/23/2024 b.High pressure switch shall use different color wire than the low pressure switch. The purpose is to assist the installer and service technician to correctly wire and or troubleshoot the rooftop unit. 4.Automatic reset,/motor thermal overload protector. 5.Heating section shall be provided with the following minimum protections: a.High-temperature limit switches. b.Induced draft motor speed sensor. c.Flame rollout switch. d.Flame proving controls 23 09 93 Sequence of Operations for HVAC Controls 23 09 93.13 Decentralized, Rooftop Units 23 09 93.13 INSERT SEQUENCE OF OPERATION 23 40 13 Panel Air Filters 23 40 13.13 Decentralized, Rooftop Units 23 40 13.13.A Standard filter section 1.Shall consist of factory-installed, low velocity, disposable 2" or 4" thick fiberglass filters of commercially available sizes. 2.Units can accept 2” or 4” filters and have a field convertible toolless 3.Filters shall be accessible through an access panel with toolless removal as described in the unit cabinet section of this specification (23 81 19.13.H). 23 81 19 Self-Contained Air Conditioners 23 81 19.13 Small-Capacity Self-Contained Air Conditioners 23 81 19.13.A General 1.Outdoor, rooftop mounted, electrically controlled, heating and cooling unit utilizing a fully hermetic scroll compressor(s) for cooling duty and gas combustion for heating duty. 2.Factory assembled, single-piece heating and cooling rooftop unit. Contained within the unit enclosure shall be all factory wiring, piping, controls, and special features required prior to field start-up. 3.Unit shall use environmentally sound, R-410A refrigerant. 4.Unit shall be installed in accordance with the manufacturer’s instructions. 5.Unit must be selected and installed in compliance with local, state, and federal codes. 23 81 19.13.B Quality Assurance 1.Unit meets ASHRAE 90.1 minimum efficiency requirements. 2.ZY units are Energy Star certified. 3.Unit shall be rated in accordance with AHRI Standards 210/240 and 340/360. 4.Unit shall be designed to conform to ASHRAE 15, 2001. 5.Unit shall be UL- tested and certified in accordance with ANSI Z21.47 -2012/CSA 2.3-2012, CSA C22.2 No. 236-11 (UL 1995) 4th edition and CSA C22.2 No. 3 - M 1988 6.Insulation and adhesive shall meet NFPA 90A requirements for flame spread and smoke generation. 7.Unit casing shall be capable of withstanding 750-hour salt spray exposure per ASTM B117 (scribed specimen). 8.Unit shall be designed in accordance with ISO 9001, and shall be manufactured in a facility registered by; ISO 9001. 9.Roof curb shall be designed to conform to NRCA Standards. 10.Unit shall be subjected to a completely automated run test on the assembly line. The data for each unit; will be stored at the factory, and must be available upon request. 11.Unit shall be designed in accordance with UL Standard 1995, including tested to withstand rain. 12.Unit shake tested to assurance level 1, ASTM D4169 to ensure shipping reliability. Guide Specification for York® Sun™ Core Page: 14 3925 S Bristol St-HVAC12/23/2024 13.High Efficient Motors listed shall meet section 313 of the Energy Independence and Security Act of 2007; (EISA 2007). 23 81 19.13.B Delivery, Storage, and Handling 1.Unit shall be stored and handled per manufacturer’s recommendations. 23 81 19.13.E Project Conditions 1.As specified in the contract. 23 81 19.13.F Operating Characteristics 1.Unit shall be capable of starting and running at 125°F (52°C)ambient outdoor temperature, meeting maximum load criteria of AHRI Standard 210/240 or 340/360 at ± 10% voltage. 2.Compressor with standard controls shall be capable of operation down to 0°F (2°C), ambient outdoor temperatures.See below for head pressure control package or winter start kit. 3.Unit shall discharge supply air vertically or horizontally as shown on contract drawings. 4.Unit shall be factory configured for vertical supply & return configurations. 5.Unit shall be field convertible from vertical to horizontal airflow on all models. 6.Unit shall be capable of mixed operation: vertical supply with horizontal return or horizontal supply with vertical return. 23 81 19.13.G Electrical Requirements 1.Main power supply voltage, phase, and frequency must match those required by the manufacturer. 23 81 19.13.H Unit Cabinet 1.Unit cabinet shall be constructed of galvanized steel with exterior surfaces coated with a non-chalking, powder paint finish, certified at 750 hour salt spray test per ASTM-B117 standards. 2.Evaporator fan compartment interior cabinet insulation shall conform to AHRI Standards 210/240 or 340/360 minimum exterior sweat criteria. Interior surfaces shall be insulated with a minimum 1/2- in. thick, 1 1/2 lb density, flexible fiberglass insulation, neoprene coated on the air side. Aluminum foil- faced fiberglass insulation shall be used in the gas heat compartment. Fan shall be a belt drive assembly and include an adjustable pitch motor pulley. Job site selected brake horsepower shall not exceed the motors nameplate horsepower rating plus the service factor (Only premium efficiency motors have hp rating on the nameplate). Units shall be designed to operate within the service factor. Fan wheel shall be double inlet type with forward curve blades, dynamically balanced to operate smoothly throughout the entire range of operation. Airflow design shall be constant volume. Bearings shall be sealed and permanently lubricated for longer life and no maintenance. Condenser Fan Assembly: The outdoor fans shall be of the direct drive type, discharge air vertically, have aluminum blades riveted to corrosion resistant steel spider brackets and shall be dynamically balanced for smooth operation. The outdoor fan motors shall have permanently lubricated bearings internally protected against overload conditions and staged independently. 3.Base of unit shall have a minimum of four locations for thru-the-base gas and electrical connections (factory installed or field installed), standard. 4.Base Rail a.Unit shall have base rails on a minimum of 4 sides. b.Holes shall be provided in the base rails for rigging shackles to facilitate maneuvering and overhead rigging. c.Holes shall be provided in the base rail for moving the rooftop by fork truck.. d.Base rail shall be a minimum of 16 gauge thickness. 5.Condensate pan and connections a.Shall be an internally sloped condensate drain pan made of a non-corrosive material. b.Shall comply with ASHRAE Standard 62. c.Shall use a 3/4” - 14 NPT drain connection, possible either through the bottom or side of the drain pan. Connection shall be made per manufacturer’s recommendations. 6.Top panel a.Shall be a single piece top panel. 7.Gas Connections a.All gas piping connecting to unit gas valve shall enter the unit cabinet at a single location on side of unit b.Thru-the-base capability (1.)Standard unit shall have a thru-the-base gas- line location using a raised, embossed portion of the unit basepan. Guide Specification for York® Sun™ Core Page: 15 3925 S Bristol St-HVAC12/23/2024 (2.)Optional, factory- approved, water- tight connection method must be used for thru-the-base gas connections. (3.)No basepan penetration, other than those authorized by the manufacturer, is permitted. 8.Electrical Connections a.All unit power wiring shall enter unit cabinet at a single, factory-prepared, knockout location. b.Thru-the-base capability. (1.)Standard unit shall have a thru-the-base electrical location(s) using a raised, embossed portion of the unit basepan. (2.)Optional, factory- approved, water-tight connection method must be used for thru-the-base electrical connections. (3.)No basepan penetration, other than those authorized by the manufacturer, is permitted. 9.Component access panels (standard) a.Cabinet panels shall be easily removable for servicing. b.Unit shall have one factory installed, toolless, removable, filter access panel. c.Panels covering control box, indoor fan, indoor fan motor, gas components(where applicable), and compressors shall have a molded composite handles. d.Handles shall be UV modified, composite. They shall be permanently attached, and recessed into the panel. e.Screws on the vertical portion of all removable access panel shall engage into heat resistant, molded composite collars. f.Collars shall be removable and easily replaceable using manufacturer recommended parts. 23 81 19.13.I Gas Heat 1.General a.Heat exchanger shall be an induced draft design. Positive pressure heat exchanger designs shall not be allowed. b.Shall incorporate a direct- spark ignition system and redundant main gas valve. c.Gas supply pressure at the inlet to the rooftop unit gas valve must match that required by the manufacturer. 2.The heat exchanger shall be controlled by an integrated gas controller (IGC) microprocessor. a.IGC board shall notify users of fault using an LED (light-emitting diode). b.The LED shall be visible without removing the control box access panel. c.IGC board shall contain algorithms that modify evaporator-fan operation to prevent future cycling on high temperature limit switch. d.Unit shall be equipped with anti-cycle protection with one short cycle on unit flame rollout switch or 4 continuous short cycles on the high temperature limit switch. Fault indication shall be made using an LED. 3.Standard Heat Exchanger construction a.Heat exchanger shall be of the tubular-section type constructed of a minimum of 20-gauge steel coated with a nominal 1.2 mil aluminum-silicone alloy for corrosion resistance. b.Burners shall be of the in-shot type constructed of aluminum-coated steel. c.Burners shall incorporate orifices for rated heat output up to 2000 ft (610m) elevation. Additional accessory kits may be required for applications above 2000 ft (610m) elevation, depending on local gas supply conditions. d.Each heat exchanger tube shall contain multiple dimples for increased heating effectiveness. 6.Induced draft combustion motor and blower a.Shall be a direct-drive, single inlet, forward-curved centrifugal type. b.Shall be made from steel with a corrosion-resistant finish. c.Shall have permanently lubricated sealed bearings. d.Shall have inherent thermal overload protection. e.Shall have an automatic reset feature. 23 81 19.13.J Coils 1.Standard Aluminum Fin/Copper Tube Coils a.Standard evaporator and condenser coils shall have aluminum lanced plate fins mechanically bonded to seamless internally grooved copper tubes with all joints brazed. Guide Specification for York® Sun™ Core Page: 16 3925 S Bristol St-HVAC12/23/2024 b.Evaporator coils shall be leak tested to 150 psig, pressure tested to 450 psig, and qualified to CSA C22.2 No. 236- 11 (UL 1995) 4th edition burst test at 1775 psig. c.Condenser coils shall be leak tested to 150 psig, pressure tested to 650 psig, and qualified to CSA C22.2 No. 236- 11 (UL 1995) 4th edition burst test at 1980 psig. 23 81 19.13.K Refrigerant Components 1.Refrigerant circuit shall include the following control, safety, and maintenance features a.Thermostatic Expansion Valve (TXV) shall help provide optimum performance across the entire operating range. Shall contain removable power element to allow change out of power element and bulb without removing the valve body.(Orifice on ZX08, ZX09, ZX12, ZQ04, ZQ05 & ZQ06) b.Refrigerant filter drier - Solid core design. c.Service gauge connections on suction and discharge lines. d.Pressure gauge access through a specially designed access port in the top panel of the unit. 2.There shall be gauge line access port in the skin of the rooftop, covered by a black, removable plug. a.The plug shall be easy to remove and replace. b.When the plug is removed, the gauge access port shall enable maintenance personnel to route their pressure gauge lines. c.This gauge access port shall facilitate correct and accurate condenser pressure readings by enabling the reading with the compressor access panel on. d.The plug shall be made of a leak proof, UV- resistant, composite material. 3.Compressors a.Unit shall use fully hermetic, scroll compressor for each independent refrigeration circuit. b.Compressor motors shall be cooled by refrigerant gas passing through motor windings. c.Compressors shall be internally protected from high discharge temperature conditions. d.Compressors shall be protected from an over-temperature and over-amperage conditions by an internal, motor overload device. e.Compressor shall be factory mounted on rubber grommets. f.Compressor motors shall have internal line break thermal, current overload and high pressure differential protection. g.Crankcase heaters shall not be required for normal operating range, unless provided by the factory. 23 81 19.13.L Filter Section 1.Filters access is specified in the unit cabinet section of this specification. 2.Shall consist of factory-installed, low velocity, throw-away 2” or 4” thick fiberglass filters. 3.Units can accept 2” or 4” filters and have a field convertible toolless 23 81 19.13.M Evaporator Fan and Motor 1.Evaporator fan motor a.Shall have permanently lubricated bearings. b.Shall have inherent automatic reset thermal protection (Only on single-phase, belt-drive motors, three - phase, belt-drive motors have internal thermostat used for external line-break control.). 3.Belt-driven Evaporator Fan a.Belt drive shall include an adjustable-pitch motor pulley. b.Shall use sealed, permanently lubricated ball-bearing type. c.Blower fan shall be double-inlet type with forward-curved blades. d.Shall be constructed from steel with a corrosion resistant finish and dynamically balanced. 23 81 19.13.N Condenser Fans and Motors The outdoor fans shall be of the direct drive type, discharge air vertically, have aluminum blades riveted to corrosion resistant steel spider brackets and shall be dynamically balanced for smooth operation. The outdoor fan motors shall have permanently lubricated 60°C ball bearings internally protected against overload conditions and staged independently. A cleaning window shall be provided on two sides of the units for coil cleaning. 1.Condenser fan motors a.Shall be a totally enclosed motor. Guide Specification for York® Sun™ Core Page: 17 3925 S Bristol St-HVAC12/23/2024 b.Shall use permanently lubricated bearings. c.Shall have inherent thermal overload protection with an automatic reset feature. d.All models shall use a shaft-down design except shaft-up on ZX14 & ZY12 size with rain shield. 2.Condenser Fans a.Shall be a direct-driven propeller type fan. b.Shall have aluminum blades riveted to corrosion-resistant steel spiders and shall be dynamically balanced. 23 81 19.13.O Special Features Options and Accessories 1.IntelliSpeed-Staged Air Volume System (ZX08-14 & ZY08-12) a.Evaporator fan motor: (1.)Shall have permanently lubricated bearings. (2.)Shall have a maximum continuous bhp rating for continuous duty operation; no safety factors above that rating. (3.)Shall be Variable Frequency duty and 2-speed control. (4.)Shall contain motor shaft grounding ring to prevent electrical bearing fluting damage by safely diverting harmful shaft voltages and bearing currents to ground. 2.Variable Frequency Drive (VFD). Only available on 2-speed indoor fan motor option (IntelliSpeed) INSERT MITSUBISHI DRIVE SPECIFICATIONS 3.Standard Integrated Economizers: a.Integrated, gear-driven opposing modulating blade design type capable of simultaneous economizer and compressor operation. b.Independent modules for vertical or horizontal return configurations shall be available. Vertical return modules shall be available as a factory installed option. c.Damper blades shall be galvanized steel with composite gears. Plastic or composite blades on intake or return shall not be acceptable. d.Shall include all hardware and controls to provide free cooling with outdoor air when temperature and/or humidity are below setpoints. e.Shall be equipped with gear driven dampers for both the outdoor ventilation air and the return air for positive air stream control. f.Standard models shall be equipped with low- leakage dampers, not to exceed 2% leakage at 1 in. wg pres- sure differential. Economizers will come with Actuator and module that is tied to Smart Equipment™ (1.)Combined minimum and DCV maximum damper position potentiometers with compressor staging re-lay. (2.)Functions with solid state analog enthalpy or dry bulb changeover control sensing. (3.)Contain LED indicates for:when free cooling is availablewhen module is in DCV mode when exhaust fan contact is closed 7.Condenser Coil Hail Guard Assembly (Factory installed option on 3-phase models. Field installed on all 3 and 1 phase models): a.Shall protect against damage from hail. b.Shall be of louvered style. Guide Specification for York® Sun™ Core Page: 18 3925 S Bristol St-HVAC12/23/2024 project by location date client job no. Component Description Unit & Anchorage Properties W 1050 lb Equipment Weight l 87 in Length of Unit w 62 in Width of Unit H 49 in Height of Unit h 36.7 in Height to C.G. above Base z 1 ft Component Height in Structure hr 1 ft Mean Roof Height of Structure CGx 31 in Center of Mass, x-direction Cgy 45.1 in Center of Mass, y-direction n 16 Anchorage Locations m 1 anchors (at each anchorage location) Seismic Accelerations SDS 1.030 %g Ip 1.00 13.1.3 ap 2 1/2 Table 13.6-1 Rp 6 Table 13.6-1 Ω0 2 Table 13.6-1 Fp,calc 0.52 Wp Controls Eq. 13.3-1 Fp,min 0.31 Wp Eq. 13.3-3 Fp,max 1.65 Wp Eq. 13.3-2 Fv 0.21 Wp 13.3.1.2 Ω0Fp 541 lb Fv 216 lb Wind Forces Req'd?Yes V 95 mph Fig 26.5-1a-c Exp. Cat.B Sec. 26.7.3 h 16 ft Mean Roof Height B 68 ft Width of Roof L 98 ft Length of Roof Elev 0 ft Above Sea Level Ke 1.00 Sec. 26.8 Kd 0.85 Table 26.6-1 Kzt 1.00 Sec. 26.8 Kh 0.59 Table 26.10-1 Eq. 13.3-1 qh 11.5 psf Eq. 26.10-1 Af 29.6 ft2 Vert. Proj. Area Av 37.5 ft2 Horiz. Proj. Area Eq. 13.3-3 GCr,h 1.90 Sec. 29.4.1 Eq. 13.3-2 GCr,v 1.50 Sec. 29.4.1 Sec. 13.3.1.2 Fh 647 lb Eq. 29.4-2 Eq. 26.10-1 Fv 646 lb Eq. 29.4-3 Eq. 29.4-2 Eq. 29.4-3 Version: 02/18/2021 Wells Fargo Santa Ana CM sheet no. Equip Description (ASCE 7-16 - 13.2 thru 13.6 & 29.4.1) Air-Side HVACR, fans, air handlers, air conditioning units, cabinet heaters, air distribution boxes, and other mechanical components constructed of sheet metal framingComponent Component Type Mechanical and Electrical Components Wood RTU-1 Base Material Santa Ana, CA 9/3/2024 24017 Anchorage of Mechanical and Electrical Equipment Calculation CE Mechanical 0.4 1 2 ℎ , 0.3 , 1.6 0.00256 !"#$ %&'(,)*+ , %&'(,,)*( , -0.2 3925 S Bristol St-HVAC12/23/2024 project by location date client job no. Anchorage Locations Anchorage Group Properties #X Y dx 2 dy 2 d2 x 31.0 in x-dist. of C.R.from Origin 1 15.50 0.00 240 1892 2133 y 43.5 in y-dist. of C.R.from Origin 2 31.00 0.00 0 1892 1892 ex 0.0 in x-eccen. of C.G.from C.R. 3 46.50 0.00 240 1892 2133 ey 1.6 in y-eccen. of C.G.from C.R. 4 15.50 87.00 240 1892 2133 Ix 15559 in2 Σ dxi 2 5 31.00 87.00 0 1892 1892 Iy 10571 in2 Σ dyi 2 6 46.50 87.00 240 1892 2133 Ipolar 26130 in2 Ipolar = Ix + Iy 7 0.00 14.50 961 841 1802 8 0.00 29.00 961 210 1171 Base Connection Eccentricity Factor 9 0.00 43.50 961 0 961 10 0.00 58.00 961 210 1171 11 0.00 72.50 961 841 1802 12 62.00 14.50 961 841 1802 13 62.00 29.00 961 210 1171 EF 1.0 14 62.00 43.50 961 0 961 15 62.00 58.00 961 210 1171 16 62.00 72.50 961 841 1802 Individual Bolts in Tension (+ indicates tension/uplift) Individual Bolts in Shear θmax Sx Sy Tdirect T θmax Vtorsion Vdirect V degrees in3 in3 lbs lbs degrees lbs lbs lbs 1 242 -40 -11 19 32 1 0.0 2 40 42 2 270 -48 0 19 29 2 0.0 2 40 42 3 298 -40 -11 19 32 3 0.0 2 40 42 4 242 -43 -11 19 35 4 0.0 2 40 42 5 270 -45 0 19 26 5 0.0 2 40 42 6 298 -43 -11 19 35 6 0.0 2 40 42 7 212 -16 -41 19 38 7 0.0 2 40 42 8 198 -5 -47 19 33 8 0.0 1 40 42 9 180 0 -49 19 30 9 0.0 1 40 42 10 162 -4 -47 19 32 10 0.0 1 40 42 11 148 -18 -41 19 40 11 0.0 2 40 42 12 212 -18 -41 19 40 12 0.0 2 40 42 13 198 -4 -47 19 32 13 0.0 1 40 42 14 180 0 -49 19 30 14 0.0 1 40 42 15 162 -5 -47 19 33 15 0.0 1 40 42 16 148 -16 -41 19 38 16 0.0 2 40 42 Summary:Tension: The maximum bolt in Tension: 0.9D - W Tmax 40 lb/bolt TmaxEF 40 lb/bolt Vmax 42 lb/bolt Shear: The maximum bolt in Shear:0.9D - W Tmax 38 lb/bolt TmaxEF 38 lb/bolt Vmax 42 lb/bolt Version: 02/18/2021 Note: the Eccentricity Factor (EF) arises from an indirect connection at the base. Wells Fargo Santa Ana CM sheet no. This Connection is Through: ## (ASCE 7-16 - 13.2 thru 13.6 & 29.4.1) Through equipment or no prying action 9/3/2024 Anchorage of Mechanical and Electrical Equipment Calculation 24017 CE Mechanical Santa Ana, CA . /01 /10 1 2 0.9 2 Ω5, 67 / Ω8sin < ℎ %0.9 2 Ω8,)=1 /1 Ω8cos < ℎ %0.9 2 Ω8,)= / %=sin < =1 cos<) # /0 5A( 67 1/4" lag screws capacity Vallow = 319 lb/screw Tallow = 775 lb/screw V = 319 lb/screw > 42 lb T = 775 lb/screw > 40 lb SEE FOLLOWING PAGE FOR SCREWS CAPACITIES. Interaction V/Vallow + T/Tallow = 0.19 < 1 ..... OK USE 1/4"Ø x3.0" LAG SCREWS @12" OC. 3925 S Bristol St-HVAC12/23/2024 ! 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Component Description Unit & Anchorage Properties W 205 lb Equipment Weight l 43.625 in Length of Unit w 17.375 in Width of Unit H 43.25 in Height of Unit h 28.8 in Height to C.G. above Base z 1 ft Component Height in Structure hr 1 ft Mean Roof Height of Structure CGx 8.7 in Center of Mass, x-direction Cgy 21.8 in Center of Mass, y-direction n 4 Anchorage Locations m 1 anchors (at each anchorage location) Seismic Accelerations SDS 1.030 %g Ip 1.00 13.1.3 ap 2 1/2 Table 13.6-1 Rp 6 Table 13.6-1 Ω0 2 Table 13.6-1 Fp,calc 0.52 Wp Controls Eq. 13.3-1 Fp,min 0.31 Wp Eq. 13.3-3 Fp,max 1.65 Wp Eq. 13.3-2 Fv 0.21 Wp 13.3.1.2 Ω0Fp 106 lb Fv 42 lb Wind Forces Req'd?Yes V 95 mph Fig 26.5-1a-c Exp. Cat.B Sec. 26.7.3 h 16 ft Mean Roof Height B 68 ft Width of Roof L 98 ft Length of Roof Elev 0 ft Above Sea Level Ke 1.00 Sec. 26.8 Kd 0.85 Table 26.6-1 Kzt 1.00 Sec. 26.8 Kh 0.59 Table 26.10-1 Eq. 13.3-1 qh 11.5 psf Eq. 26.10-1 Af 13.1 ft2 Vert. Proj. Area Av 5.3 ft2 Horiz. Proj. Area Eq. 13.3-3 GCr,h 1.90 Sec. 29.4.1 Eq. 13.3-2 GCr,v 1.50 Sec. 29.4.1 Sec. 13.3.1.2 Fh 286 lb Eq. 29.4-2 Eq. 26.10-1 Fv 91 lb Eq. 29.4-3 Eq. 29.4-2 Eq. 29.4-3 Version: 02/18/2021 Wells Fargo Santa Ana CM sheet no. Santa Ana, CA 9/3/2024 CE Mechanical 24017 Anchorage of Mechanical and Electrical Equipment Calculation (ASCE 7-16 - 13.2 thru 13.6 & 29.4.1) Equip Description Condensing Unit Base Material Wood Component Type Mechanical and Electrical Components Component Air-Side HVACR, fans, air handlers, air conditioning units, cabinet heaters, air distribution boxes, and other mechanical components constructed of sheet metal framing 0.4 1 2 ℎ , 0.3 , 1.6 0.00256 !"#$ %&'(,)*+ , %&'(,,)*( , -0.2 3925 S Bristol St-HVAC12/23/2024 project by location date client job no. Anchorage Locations Anchorage Group Properties #X Y dx 2 dy 2 d2 x 8.7 in x-dist. of C.R.from Origin 1 0.00 10.25 75 109 184 y 20.7 in y-dist. of C.R.from Origin 2 17.38 10.25 75 109 184 ex 0.0 in x-eccen. of C.G.from C.R. 3 0.00 31.125 75 109 184 ey 1.1 in y-eccen. of C.G.from C.R. 4 17.38 31.125 75 109 184 Ix 436 in2 Σ dxi 2 Iy 302 in2 Σ dyi 2 Ipolar 738 in2 Ipolar = Ix + Iy Base Connection Eccentricity Factor EF 1.0 Individual Bolts in Tension (+ indicates tension/uplift) Individual Bolts in Shear θmax Sx Sy Tdirect T θmax Vtorsion Vdirect V degrees in3 in3 lbs lbs degrees lbs lbs lbs 1 220 -97 -144 23 217 1 0.0 6 72 77 2 220 -102 -144 23 222 2 0.0 6 72 77 3 140 -102 -144 23 222 3 0.0 6 72 77 4 140 -97 -144 23 217 4 0.0 6 72 77 Summary:Tension: The maximum bolt in Tension: 0.9D - W Tmax 222 lb/bolt TmaxEF 222 lb/bolt Vmax 76 lb/bolt Shear: The maximum bolt in Shear:0.9D - W Tmax 217 lb/bolt TmaxEF 217 lb/bolt Vmax 77 lb/bolt Version: 02/18/2021 Wells Fargo Santa Ana CM sheet no. Santa Ana, CA 9/3/2024 CE Mechanical 24017 Anchorage of Mechanical and Electrical Equipment Calculation (ASCE 7-16 - 13.2 thru 13.6 & 29.4.1) This Connection is Through: Through equipment or no prying action Note: the Eccentricity Factor (EF) arises from an indirect connection at the base. ## . /01 /10 1 2 0.9 2 Ω5, 67 / Ω8sin < ℎ %0.9 2 Ω8,)=1 /1 Ω8cos < ℎ %0.9 2 Ω8,)= / %=sin < =1 cos<) # /0 5A( 67 3925 S Bristol St-HVAC12/23/2024 ! 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