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HomeMy WebLinkAbout128 E Huntington Dr - 2025 - American Plus BankAlly Bldg. A Bldg. B Alta St Huntington Dr. Existing parking Lot to be resurfaced see C-2 grading plan construction note #4 Existing Site Plan Note: 1.All existing planters, steps, and walk ways to remain, repair all broken portion. 2.There are 37 existing parking spaces, 8 compact, 29 standard. 2 handicap spaces are provided. see ADA signs and details 3.Repaint parking lines. Legends Project Area Handicap Van Loading Handicap Parking Symbol Back Flow Control AccessibleParking Accessible route Pro p e r t y L i n e 1 4 5 ' Pro p e r t y L i n e 1 4 5 ' Existing walkand planter toremain Van Accessible Existing Roofoverhang toremain Existing roofoverhang toremain Existing roofoverhang toremain 1.9% slope in Parking/ Loading area Eave line asshown in dashedlines See #11, #12 T-14for Accessicble parking space and loading aisle dimensions See related details#1,9,10,11,12 on Sheet T-14 Existing planterw 6" conc. curb 4" drain pipes thru6" conc. curb NOTE 1:ACCESSIBLE PARKING SPACE AND ACCESS ROUTE SHALL BELEVEL WITH SURFACE SLOPES NOT EXCEEDING 2% IN ALLDIRECTIONS.NOTE 2:ACCESS AISLES SHALL NOT OVERLAP THE VEHICULAR WAY. Drawing Name Date Scale Sheet Project Name and Address Firm Name and Address NO.Revision/ Issue Date General Notes M+H Design Group Inc. 440 East Huntington Dr. Suite 300 Arcadia CA 91006 American Plus Bank 128~130 E Huntington Dr. Arcadia, CA Project Info T-1 American Plus Bank Tenant Improvement 128, 130 E Huntington Dr. Arcadia, CA. Site Plan Sheet IndexLegend Gneral Notes Code Summary Vicinty Map Abreviation Accessor Parcel Number : 5773-014-037, 5773-014-005 Owner : American Plus Bank 630 West Duarte Road Suite 301 Arcadia, CA. 91007 1 . All WORK SHALL BE IN COMPLIANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL BUILDING CODES, REGULATIONS, ORDINANCES AND STANDARDS INCLUDING ADA AND OR OTHER ACCESSIBILITY CODES. 2 . GEN. CONTRACTOR SHALL COORDINATE WITH THE OWNER'S VENDORS REGARDING SCHEDULING AND SEQUENCING OF THE WORK, AND COORDINATING WORK THAT CONNECTS TO VENDOR WORK AND/OR EQUIPMENT.. 3 . THE CONSTRUCTION NOTES AND DRAWINGS ARE SUPPLIED TO ILLUSTRATE THE DESIGN AND GENERAL TYPE OF CONSTRUCTION DESIRED AND ARE INTENDED TO IMPLY THE FINEST QUALITY OF CONSTRUCTION, MATERIAL AND WORKMANSHIP THROUGHOUT. 4 . THE DRAWINGS ARE NOT TO BE SCALED. FOR INFORMATION CONCERNING EXISTING CONDITIONS VERIFICATION MUST BE DONE IN THE FIELD. LARGE SCALE DRAWINGS HAVE PRECEDENCE OVER SMALL SCALE DRAWINGS. 5 . PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, CONTRACTOR SHALL VERIFY EXISTENCE AND LOCATION OF All EXISTING ABOVE AND BELOW GRADE, UTILITES, INCLUDING SANITARY SEWER STORM SEWER, WATER, GAS, ELECTRICAL, TELEPHONE, ETC. ANY DISCREPANCIES IN UTILITY LOCATIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. 6 . GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL BUILDING DIMENSIONS PRIOR TO BEGINING CONSTRUCTION AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY VARIANCE OR DISCREPANCY AFFECTING NEW-CONSTRUCTION PRIOR TO PROCEEDING WITH WORK. 7 . CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING IN WALLS FOR SUPPORT OF All EQUIPMENT, SHELVING, ACCESSORIES, SIGNAGE, AND OTHER DEVICES REQUIRED. 8 . All PENETRATIONS SHALL RECEIVE CAULKING TO SEAL ANY TYPE OF ENERGY LOSS. 9 . THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL APPLICABLE DIMENSIONS Of FIXTURES AND EQUIPMENT SUPPLIED AND/OR INSTLLED BY OTHERS. 10 . UPON COMPLETION OF PROJECT, OBTAIN All FINAL INSPECTIONS AS REQUIRED BY LOCAL JURISDICTIONS AND FURNISH OWNER WITH EVIDENCE OF All SUCH INSPECTIONS AND CERTIFICATES OF OCCUPANCY. 11 . All MEANS OF EGRESS SHAL BE MAINTAINED AT ALL TIMES AND ANY SHUT DOWN Of LIFE SAFETY OR BUILDING SYSTEMS SHALL BE APPROVED AND COORDINATED IN ADVANCE WITH THE OWNER AND LOCAL BUILDING DEPARTMENT. 12 . GENERAL CONTRACTOR SHALL INCLUDE THE COST OF POWER COMPANY ELECTRICAL TRANSFORMER, PAD, PRIMARY & SECONDARY CONDUITS, AND SECONDARY CABLING IN BASE BID. 13 . SIGNS ARE PROVIDED BY OWNER'S SIGN CONTRACTOR. 14 . GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SET-UP AND COORDINATION OF All THE UTILITY SERVICES FOR THE PROJECT. 15 . All WALLS SHALL RECEIVE LEVEL 4 DRYWALL FINISH, UNLESS OTHERWISE NOTED. 16 . All INTERIOR AND EXTERIOR FLOOR PLAN DIMENSIONS ARE TO THE FACE OF FINISH UNLESS OTHERWISE NOTED. 17 . THESE DRAWINGS ARE NOT COMPLETE WllHOUT THE SEPARATE TYPE WRITTEN SPECIFICATIONS BOOK WHICH ARE PART Of THE CONTRACT DOCUMENTS. 18 . REFER TO CALGreen CODE REQUIREMENTS FOR 'GREEN BUILDING' REQUIREMENTS. 19 . PROVIDE TEMPORARY LIGHTING AS NECESSARY. 20 . GC SHALL BE RESPONSIBLE FOR All UTILITY COORDINATION WITH THE UTILITY COMPANIES (GAS, WATER, AND ELECTRICAL). SEE MEP DRAWINGS FOR UTILITY WORK. APPLICABLE CODES BUILDING CODE STRUCTURAL CODE PLUMBING CODE MECHANICAL CODE ELECTRICAL CODE FIRE PROTECTION CODE ENERGY CODE ACCESSIBILITY CODE GREEN BUILDING CODE ANN AC ACT AFF AHU AL ASPH CJ CLNG CMU COL CONC CONT CPT CSG CT CL DBL OF DIA DIM ON OS EA EJ ELEC ELEV EQ EXIST FD FE FEC FF FR FRP GALV GC GL GYP BO HDW HM HT ANNEALED AIR CONDITIONING ACOUSTIC CEILINGTILE ABOVE FINISH FLOOR AIR HANDLING UNIT ALUMINUM ASPHALT CONTROL JOINT CEILING CONCRETE MASONRY UNIT COLUMN CONCRETE CONTINUOUS CARPET CORE STATES GROUP CERAMIC TILE CENTERLINE DOUBLE DRINKING FOUNTAIN DIAMETER DIMENSION DOWN DOWNSPOUT EACH EXPANSION JOINT ELECTRICAL ELEVATION EQUAL EXISTING FLOORDRAIN FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FINISH FLOOR FIRE RATED FIBERGLASS REINFORCED PLASTIC GALVANIZED GENERAL CONTRACTOR GLASS GYPSUM BOARD HARDWARE HOLLOW METAL HEIGHT HVAC INSUL MAX MECH MFR MIN MO MR MTL NA NIC NOM NTS 1 OPP PF PSF PT PTO QT R REBAR REF REQ'D RO SB SIM SPEC SS STL STOR SUSP 1 TYP UNO VCT VERT WC WO WP WWF HEATING,VENTILATION, AIR CONDITION! INSULATION MAXIMUM MECHANICAL MANUFACTURER MINIMUM MASONRY OPENING MOISTURERESISTANT METAL NOT APPLICABLE NOT IN CONTRACT NOMINAL NOT TO SCALE ON CENTER OPPOSITE PRE-FABRICATED POUNDS PER SQUARE FOOT PRESSURE TREATED PAINTED QUARRY TILE RADIUS REINFORCING BAR REFERENCE REQUIRED ROUGH OPENING SPLASHBLOCK SIMILAR SPECIFICATION STAINLESS STEEL STEEL STORAGE SUSPENDED TEMPERED TYPICAL UNLESS NOTED OTHERWISE VINYL COMPOSITION TILE VERTICAL WATER CLOSET WOOD WATERPROOF WELDED WIRE FABRIC X AX.X X # X XX XX## EQ 1 # # # ROOM NAME X ## # A KN ELEVATION0'-0" 1 3 24AX.X AX.X X AX.X X ## A.## # SIM AX.X X APPLICABLE JURISDICTIONS : FIRE AUTHORITY : WATER : SEWER : STORM WATER : LA COUNTY FIRE AUTHORITY CITY OF ARCADIA CITY OF ARCADIA CITY OF ARCADIA 2022 California Building Code, incorp. the "International Building Code, " 2015 Edition, incl. all appendices 2022 California Structural Code 2022 California Plumbing Code, incorp. the "Uniform Plumbing Code, " 2016 Edition, incl. Appendix A & L 2022 California Mechanical Code, incorp. the "Uniform Mechanical Code, " 2015 Edition 2022 California Electrical Code, incorp. the "National Electrical Code, " 2014 Edition 2022 California Fire Code 2022 California Energe Code 2022 California Building Code 2022 California Green Building Standards Code PARTITION TYPE DETAIL TAG REVISION NUMBER GRID BUBBLE FINISH TAG EQUIPMENT TAG ROOM TAG DOOR TAG WINDOW TAG KEYNOTE ELEVATION DATUM TAG INTERIOR ELEVATION TAG EXTERIOR ELEVATION TAG MATCHLINE PLAN DETAIL TAG SECTION TAG BUILDING SECTION TAG GENERAL DESCRIPTION USE GROUP CONSTRUCTION TYPE SPRINKLERED CODE REFERENCE ALLOWED PROPOSED CBC SECTION 304.1 Group B : B : B TABLE 601 : V - B Non rated(Exisitng): V -B Non rated (Exisitng) SECTION 903 : EXISTING TO REMAIN : EXISTING TO REMAIN Sheet no.Sheet description T-1 Cover Sheet T-2 Floor Plans T-3 Ceiling plans T-4 Roof plans T-5 Elevations - Bldg. A T-6 Elevations - Bldg. A T-7 Elevations - Bldg. B T-8 Enlarged Plans and Elevations T-9 As build Site Plan/Cover Page T-10 T-11 T-12 Enlarged Plans and Elevations Enlarged Plans and Elevations Enlarged Plans and Elevations T-13 Ceiling Details T-13.1 Ceiling Sesmic details T-14 ADA Details S101 General Notes S102 General Notes S201 Foundation Plan S301 Roof Framing Plan S401 Foundation Details S402 Foundation Details S501 Framing Details S502 Framing Detais M1.0 Mechanical Cover Sheet M1.1 Mechanical Schedule M1.2 Mechanical Schedule M1.3 Mechanical Details M2.0 Mechanical Zoning Plan M3.0 Mechanical Floor Plans M3.1 Mechanical Demolition Roof Plan M3.2 Mechanical Roof Plan P1.0 Plumbing Cover Sheet P1.1 Plumbing Schedule P1.2 Plumbing Schedules and Calcs P1.3 Plumbing Details P2.0 Plumbing Site Plan P2.1 Plumbing Floor Plans P2.2 Plumbing Roof Plans P3.0 Plumbing Specifications P3.1 Plumbing Specifications P3.2 Plumbing Specifications E-1 General Notes,Legend, Schedule E-2 Electrical Title 24 E-2.1 Electrical Title 24 (continued) E-3 Power Distribution Forms E-4 Site Plan, Single Line Diagram & Service Elevations E-4.1 Bldg. A and B Ground Power Plan E-5 Bldg. A and Bldg. B Power Plan E-6 Bldg. A and Bldg. B Roof Plan E-7 Bldg. A and Bldg. B Lighting Plan E-8 Bldg. A and Bldg. B EM Lighting Photometric L-1 Landscape Demolition Plan L-2 Conceptual Landscape Plan L-3 Irrigation Plan and Notes L-4 Details and Notes C-1 General Notes C-2 Grading and Drainage Plan C-3 Grading and Drianage Plan C-4 Erosion Control Plan Consultants: Architect: M+H Design Group Structure: NB Engineering Mehcanical & Plumbing: CE Group Electrical: MS Electrical Engineering Landscape: JYC Landscape Architect Occupant Load (load factor 150) Bldg. A 47.9 Bldg. B 14.6 SCOPE of WORK : Tenant improvement of a bank branch and office in two buildngs (ground level). Raised roof at Bldg. B Exterior remodel on both buildings. FLOOR AREA: Bldg. A - 7192 Sq. Ft, Bldg. B - 2190 Sq. Ft. T-7.1 Windows Doors and Glass Wall Schedules 5/8/2025 CG1.0 Cal Green Sheet 1 CG1.1 Cal Green Sheet 2 CG1.2 Cal Green Sheet 3 Special Inspection and Structural Observation info on S-101 T24-1 Bldg B TI T24-2 Bldg B TI T24-1 Bldg A TI T24-2 Bldg A TI T24-3 Bldg A TI 6/21/2025 (Reference only) (Reference only) (Reference only) (Reference only) (Reference only) (Reference only) (Reference only) (Reference only) 13'-0" 13'-0" 6'-1" 6'-5" 15'-6" 11 ' - 1 1 " 12 ' - 0 " 10 ' - 0 " 11 ' - 0 " 10 ' - 0 " 10 ' - 0 " 16 ' - 0 " 13 ' - 0 " 6'- 8 " 6'-0"8'-0" 10 ' - 8 " 5'-4" 9'- 2 " 9'- 2 " 9'- 2 " 5'-5"7'-5"9'-0" 11'-7" 8'-11" 6'- 0 " 8'-2" 7'- 1 0 " 5'- 0 " 5'-0" 9'-8" 4'- 5 " 5'- 0 " 6'- 7 " 58'-8" 12 ' - 0 " 30'-1" 21 ' - 8 " 6'-4"6'-6" 13'-0"13 ' - 5 " 11'-10" 10 ' - 8 " 16 ' - 3 " 21'-9" 12 ' - 0 " 10 ' - 0 " 15 ' - 9 " 11 ' - 1 1 " 11 ' - 1 1 " 12'-1"11'-6"13'-0" 1 2 3 4 5 6 7 8 A B C D E F G H I J 12 ' - 7 " Occupant LoadBldg. A 72Bldg. B 22 Occupant LoadBldg. A 72Bldg. B 22 Bldg. A Occupant Load :47.9 Load factor 150 Two Exits required, Egress distance less than 100 ft. total 4 exits provided, Exit 1 to Exit 2,3,4 is more than 13 of the bulding diagonal distance Exit Width required is 47.9x.3"=14.38" Total exit width is more than 14.38" Bldg. A Floor Area is 7192 sq. ft. 1 2 3 5 5 5 5 5 5 6 66 7 6 5 5 3'- 7 " 8'- 1 " 3'- 7 " 6'- 7 " 6'- 7 " 11 ' - 1 0 " 12'-0" 8'-0" 10 ' - 0 " 16 ' - 0 " 13 ' - 0 " 10 ' - 0 " 7'-5"12'-1"11'-6" 12 ' - 0 " 10 ' - 0 " 11 ' - 0 " 12 ' - 0 " 10 ' - 0 " G1 G2 G3 G4G5 G6 G7 G8 G9 G4 G4 G7 Accessible open counter to be 34" high and 36" wide Knee clearance 27" min. Assistive Listening System Note: To be provided at assembly areas per CBC 11B-219 Exit Route and Exit signs see 18/T-14 18" clearacne at striek side 12" clearance 12 " C L R 18 " C L R 18 " C L R 6 12 " C L R 5 5 5 5 5 5 5 5 6 6 6 6 6 G7 5'-0" 8'-10" 7'-1 0 " 7'-4" 33'-8" 15'-2" 10 ' - 1 0 " 11'-1"6'-4 " 1 2 3 4 34'-4" 7'-11" A B C D E F 61 ' - 3 " 13 ' - 2 " 6'-9 " 6'- 8 " 14 ' - 1 0 " 20 ' - 2 " 10 ' - 1 0 " 7'- 1 0 " 6'- 3 " 19 ' - 8 " 14 ' - 5 " 12'-6"13'-11" Bldg. B Occupant Load : 14.6 Two exit is required Total 3 exits provided Exit width required : 14.6x .3"=4.38" Total width provided is more than 4.38" 4'- 5 " Bldg. B Floor Area is 2190 S.F. Occupant Load: 2190 / 150 = 14.6 6 4 7 7 6'-9" Assistive Listening System Note: To be provided at assembly areas per CBC 11B-219 12" CLR G3 G3 G6 5 6 6 5 5 1 2 3 4 5 6 G H I J Basement Area is not in the current scope 1 3Bldg. A Basement PlanBldg. A Floor Plan Bldg. B Floor Plan T-2 Drawing Name Date Scale Sheet Project Name and Address Firm Name and Address NO.Revision/ Issue Date General Notes M+H Design Group Inc. 440 East Huntington Dr. Suite 300 Arcadia CA 91006 American Plus Bank 128~130 E Huntington Dr. Arcadia, CA 2 Floor Plans -13 T-14 Full Height See S501 Det. 5 Ceiling Height At 12' 5/8/2025 6/21/2025 Ceiling Plan Bldg. A 1 Basement Ceiling Plan Bldg. A 3 2 Drawing Name Date Scale Sheet Project Name and Address Firm Name and Address NO.Revision/ Issue Date General Notes M+H Design Group Inc. 440 East Huntington Dr. Suite 300 Arcadia CA 91006 American Plus Bank 128~130 E Huntington Dr. Arcadia, CA T-3 Ceiling Plans Ceiling Plan Bldg. B 5/8/2025 6/21/2025 Existing Roof Ridge line Existing Roof sloped to Drains,Clean and maintain existing roof drains New condenser units total 12 at more than 10' from roof parapet New Roof Hatch Guard see Detail 6 b T-4 Masonry Wall Painted Exterior Finish : Stucco - painted Metal cap Base flashing extend to 12" above highest anticipated waterline Roof deck & Truss see structure Overflow Drain 2" above primary drain 4" horizontal pipe sloped to connect to 4" vertical pipe drain to existing discharge location at parking area Par a p e t 3 0 " a b o v e r o o f Type A BU Roofing system Johns Manville UL R10167 over R-23 insulation board @ entire new roof area New condenser units total 5 at more than 10' from roof parapet (locations shown on mechanical plans to mathch) 4" roof drain/overflow pipes under deck horizontally and vertically drain thru the concrete curb to the parking area See detail 3/T-14 & Bldg B South Elevation 2/ T-7 Existing CMU Wall w Stonevneer New 3/4 " cement plaster over Existing Stone Veneer w furring lath and proper weather proofing at edges Stucco over stone veneer - ext. walls 3'-0" 0'- 1 0 " 1'- 2 " 2'- 0 " 1'-8" Exterior CMU Wall 2'-1" 0'-6" Exterior Finish : Stucco - painted Metal cap Par a p e t 3 0 " a b o v e r o o f Expanded Polystyrene w Cementious Coating Crown Moldings Base flashing extend to 12" above highest anticipated waterline Roof deck & Truss see structure Roof waterproofing membrane (Refectance 0.63) and R-23 insulation over metal deck See 13/S502for structure detail Roof Plan Bldg. A 1 Roof Plan Bldg. B 2 Drawing Name Date Scale Sheet Project Name and Address Firm Name and Address NO.Revision/ Issue Date General Notes M+H Design Group Inc. 440 East Huntington Dr. Suite 300 Arcadia CA 91006 American Plus Bank 128~130 E Huntington Dr. Arcadia, CA T-4 Roof Plans LEGEND Remove exsiting roofing materail and replace with Type A BU roofing system Johns Manville #4 GNC UL 790 ULR10167 Type A BU roofing system Johns Manville #4 GNC UL 790 UL R10167 Sloped 2% to drain and overflow Roof Drain Detail 3 5/8/2025 4Exterior Stucco Detail 5Bldg. B Crown Molding Detail a b Roof Ladder and Hatch Guard Detail 6 6/21/2025 A B C D E F G H 0' - 0" Level 1 0' - 0" Level 2 Roof 18'-0" Parapet 21'-6" Exterior wall to be resurfaced as follows: 1.Add new stucco over the existing stone veneer from 3' above (light cream color) 2.New stucco to have 1/4 inch of reveal lines as shown 3.Cap the stone veneer with 3 1 2 x 3 inches molding in creamy color finfish Existing CMU Wall w Stonevneer New 3/4 " cement plaster overExisting Stone Veneer w furring lath and proper weather proofing at edges Stucco over stone veneer - ext. walls H G F E D C B A 0' - 0" Level 1 0' - 0" Level 2 Roof 18' 21'-6" Parapet North Elevation South Elevation 2 1 Drawing Name Date Scale Sheet Project Name and Address Firm Name and Address NO.Revision/ Issue Date General Notes M+H Design Group Inc. 440 East Huntington Dr. Suite 300 Arcadia CA 91006 American Plus Bank 128~130 E Huntington Dr. Arcadia, CA T-5 Elevations Bldg. A 5/8/2025 6/21/2025 1 2 3 4 5 6 7 8 9 10 0' - 0" Level 1 0' - 0" Level 2 Roof 18'-0" Parapet 21'-6" 10 9 8 7 6 5 4 3 2 1 0' - 0" Level 1 0' - 0" Level 2 Roof 18'-0" Parapet 21'-6" West Elevation Bldg. A East elevation Bldg. A 1 2 Drawing Name Date Scale Sheet Project Name and Address Firm Name and Address NO.Revision/ Issue Date General Notes M+H Design Group Inc. 440 East Huntington Dr. Suite 300 Arcadia CA 91006 American Plus Bank 128~130 E Huntington Dr. Arcadia, CA T-6 Elevations Bldg. A 5/8/2025 6/21/2025 Level 1 0' - 0" Parapet 13'-6" Drain Pipe in wall Existing windows to remain Level 2 Roof 11'-0"' Level 1 0' - 0" Parapet 13'-6" Existing windows to remain Level 2 Roof 11'-0"' 4" drain/overflow pipes to parking thru existing conc curb outlets Poperty Line new roof ladder w lock see 6a/T-4 existing conc curb to remain Level 1 0' - 0" Parapet 13'-6" Level 2 Roof 11'-0"' Level 1 0' - 0" Parapet 13'-6" Level 2 Roof 11'-0"' West Elevation Bldg. B 3 4 South Elevation Bldg. B East Elevation Bldg. B North Elevation Bldg. B Drawing Name Date Scale Sheet Project Name and Address Firm Name and Address NO.Revision/ Issue Date General Notes M+H Design Group Inc. 440 East Huntington Dr. Suite 300 Arcadia CA 91006 American Plus Bank 128~130 E Huntington Dr. Arcadia, CA T-7 Elevation Bldg. B 1 2 5/8/2025 6/21/2025 Door Schedule Mark Size Type Description Frame Hardware Remarks 11 1 2 3 4 5 6 7 pair 3'-0" x 8'-0" 3'-0" x 8'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 8'-0" A B C D E F Exisitng glazed door New glazed door New glazed door New Interior door 3'-0" x 7'-0"G Exisitng metal door New Interior door New Interior door Aluminum Aluminum Aluminum Aluminum Aluminum Metal entry lock set self closing entry lock set self closing entry lock set self closing lock set self closing latch bot flush bolt lock set self closing lock set self closing Aluminum A B C D E F G aluminum frame glazeed door aluminum frame top and bottom with glass door aluminum frame sc wood door aluminum frame sc wood door aluminum frame glazeed door aluminum frame glazeed door aluminum frame glazeed door Note: 1.All None exit doors will have locks removed and converted into fixed glazed store front 2.Glazing to be 1 2 inch tempered glass within 24 " of a door 9'- 0 " 3'- 0 " painted drywall above glass wall partition 3'- 4 " acoustic ceiling at 12'-0" high Mark Size Type Description Frame G1 G2 G3 G4 G5 G6 G7 G8 G9 12'-0"x 10'-0" 16'-0"x 10'-0" 13'-0"x 10'-0" 11'-6"x 10'-0" 12'-0"x 10'-0" 11'-0"x 10'-0" 9'-0"x 10'-0" 8'-0"x 10'-0" 7'-5"x 10'-0" K Interior glass walls (5/8" tempered glass)Aluminum top and bottom Office glass wall schedule 3/ 4 " Elevation of Clear View Glass wall system by CRL 4 5 / 8 " 3 1 / 2 " PAINTED DRYWALL BOTH SIDES Ceiling height: 12' at open area side 10' at private office side (N.T.S.)Ceiling height: 12' at open area side 10' at private office side (N.T.S.) Glass Wall Details Fin. Fl. Fin. Fl. #14 SCREWS @ 16" O.C. TO HEADER SEE 5/S501 HEADER SCHEDULE PAINTED DRYWALL BOTH SIDES #14 SCREWS @ 16" O.C. TO HEADER SEE 5/S501 HEADER SCHEDULE TITEN HD 1/2" X 4" @ 24" O.C. SEE DETAIL 22/S402 WALL AND BRACING DETAIL SEE 3/S501 AND 6/S501 WALL AND BRACING DETAIL SEE 3/S501 AND 6/S501 Drawing Name Date Scale Sheet Project Name and Address Firm Name and Address NO.Revision/ Issue Date General Notes M+H Design Group Inc. 440 East Huntington Dr. Suite 300 Arcadia CA 91006 8/25/2025 4548, 4596 El Cajon Blvd, San Diego, CA Door Notes : 1.Exterior doors shall meet the minimum infiltration standard of Section 116 EES 2. Doors in the means of egress system to be openable from the inside without the use of key or any special knowledge or effort. T-7.1 Door / Glass wall schedules and details 5'-0" 6'-4"6'-6" 8'-5" 9' - 5 " 6'- 4 " 7' - 1 " 13 ' - 5 " A B C D 3' - 0 " 3'-10" 34 " C L R 17'min 18"max 5 1'- 0 " 3'- 6 " 0'-6"1'-0" 1' - 1 1 " 2'-0" Women -A16 3' - 0 " 8' - 1 " 3'-8"5'-0" 10 ' - 8 " 11'-11" 5'-0" 5'-0" Restroom- A19 A B C D 3'-0"17" min 18" max 1'-0" 3' - 6 " 1' - 0 " 2'-8" 1'-10" 34 " C L R 5' - 0 " 5 Note : 1.All WC Compartments to have automatic - closing device 2. The centerline of all accessible WCs shall be 17" minimum and 18" maximum 3. All accessible WCs shall be minimum 17" and maximum 19" measure to the top of 2" toilet seat Toe Clearance Note: Partition components at toe clearances shall be smooth without sharp edges or abrasive surfaces Toe Clearances 2'-0" Recessed Toilet Seat CoverToilet Seat Cover Toilet Seat Cover Toilet Tissue Dispenser Sanitary Napkin Dispenser Lav. top Soap Dispenser Grab Bar Behind Toilet Mirror Grab Bar Side of Toilet 1 1 7 6 5 4 3 2 1 Mark Description MFCR Model No.Mounting Mounting Height Bobrick Bobrick Bobrick Bobrick Bobrick Bobrick Surface Surface Surface Surface Surface Surface SurfaceBobrick 42"FromFFtoSlot 42" from FF to paper slot 19" from FF to paper slot 19" from FF to slot 39" from FF to nozzle 33" from FF to top of Bar 33" from FF to top of Bar 40" Max from FF to bottom of Mirror B-3013 B-5806x36 B-5806x42 B-2888 Towel / Waste Dispenser Bobrick8 B-38032 Recessed B-878 B-254 B-165 24"x 36" 42" from FF to paper slot Toilet Accessory Schedule Automatic Faucet Bobrick Counter MountB-88989 34" from FF to T of Counter Special Notes for ADA Code Compliance 1.In All toilet rooms, all floors shall have a smooth surface such as cement, concrete, ceramic tile which extend upward onto wall at least 4 inches. 2.Walls within 24 inches of the service sinks, water closets, and urinals shall be similarly finished to a height of 48 inches, the materials used in such walls shall be type which is not adversely affected by moisture. 3.Lavatory tailpipe and hot water lines shall be insulated or covered per CBC 11B-605.5 7' - 0 " 3'-8"3'-0"5'-0" 10 ' - 0 " Room Elevation Room Elevation Room Elevation Room Elevation Scale: 3/8" = 1'-0"Scale: 3/8" = 1'-0" Scale: 3/8" = 1'-0"Scale: 3/8" = 1'-0" A B C D Tile on Wall to be smooth and non absorbent 1'-6" 0'-6" Tile on Wall to be smooth and non abosrbent typ. 2'-2" 3' - 6 " 1'-6" 9 8 2' - 8 " 40 " m a x 4 34 " Tile on Wall to be smooth and non abosrbent typ. Tile on Wall to be smooth and non abosrbent typ. 2'- 8 " 3' - 6 " 2 6 1 19 " m i n 5 7“ min 9"max 1'-0"2'-0" 10 ' - 0 " 3'-1"3'-0"4'-2"3'-0" 5' - 6 " 6' - 1 0 " 6' - 1 0 " Room Elevation Room Elevation Room Elevation Room Elevation Scale: 3/8" = 1'-0" Scale: 3/8" = 1'-0" Scale: 3/8" = 1'-0" Scale: 3/8" = 1'-0" A B C D 3' - 6 " 2' - 8 " 40 " m a x 1' - 5 " 2' - 8 " Tile on Wall to be smooth and non abosrbent typ. 2'-2" 3' - 6 " 9 4 8 1' - 5 " 40 " m a x 13.5" Tile on Wall to be smooth and non abosrbent typ. 19 " m i n 2 6 1 7“ min 9"max Drawing Name Date Scale Sheet Project Name and Address Firm Name and Address NO.Revision/ Issue Date General Notes M+H Design Group Inc. 440 East Huntington Dr. Suite 300 Arcadia CA 91006 American Plus Bank 128~130 E Huntington Dr. Arcadia, CA T-812A-17 Men Restroom Plan and Elevations Scale 1/4"=1'-0" A-16 Women Restroom Plan and Elevations Enalarged Plans and Elevations 5/8/2025 6/21/2025 6' - 5 " 8'-11" 5'-11" A B C D 17 ' m i n 1 8 " m a x 3'-1" 1'-0"3'-6" 0' - 6 " 1' - 0 " 5 30"x48" clear space Unisex symbol on door see 6/T-14 1'-6" 4'-1" 2' - 0 " 6' - 1 0 " 2' - 4 " 40 " m a x 10 ' - 0 " 6'-5"2'-4" 8'-9" Room Elevation Room Elevation Room Elevation Room Elevation Scale: 3/8" = 1'-0" Scale: 3/8" = 1'-0" Scale: 3/8" = 1'-0" Scale: 3/8" = 1'-0" A B C D Paint on wall see finish schedule Paint on wall see finish schedule Paint on wall see finish schedule WC Lavatory Lavatory Towel Dispenser Lavatory Mirror 9 4 8 0'-6" 18" 3' - 6 " 42" 19 ' " m i n 34 " Tile on Wall to be smooth and non abosrbent typ. 5 2 6 1 7“ min 9"max 1'-0"2'-0" 7'-4"7"-4" 7' - 1 0 " A B C D 17"min 18"max 17"min18"max 5 5 1' - 0 " 3' - 6 " 0'-6"1'-0" 5'-0"5'-0" 30"x48" clear space 30"x48" clear space 4'-4"3'-0"4'-4"3'-0" 18" Note: All Single user restrooms to be identified as all-gender facility see 6/T-14 2'-0"0'-6"1'-0"2'-0" 4'-10"2'-4" 10 ' - 0 " 7'-2" Room Elevation Room Elevation Room Elevation Room Elevation Scale: 3/8" = 1'-0" Scale: 3/8" = 1'-0" Scale: 3/8" = 1'-0" Scale: 3/8" = 1'-0" A B C D Paint on wall see finish schedule Paint on wall see finish schedule Mirror Towel Dispenser 1'-0" 0'-6" 18" 34 " 34 " 8 3' - 6 " Tile on Wall to be smooth and non abosrbent typ. Tile on Wall to be smooth and non abosrbent typ. Tile on Wall to be smooth and non abosrbent typ. 5 42" 19 ' " m i n 7"min 9"max 34 " 1'-0" 2'-0" Drawing Name Date Scale Sheet Project Name and Address Firm Name and Address NO.Revision/ Issue Date General Notes M+H Design Group Inc. 440 East Huntington Dr. Suite 300 Arcadia CA 91006 American Plus Bank 128~130 E Huntington Dr. Arcadia, CA T-913A-19 Restroom Plan and Elevations B03 and B02 Restroom Plan and Elevations Enalarged Plans and Elevations 2 5/8/2025 6/21/2025 8"-11" 10 ' - 1 1 " 17 ' - 9 " 16'-0"3'-0" 9"-8" A B C D E F 5 4' - 5 " ma x 3 4 " 2' - 1 " 2' - 9 " 7' - 9 " Room Elevation Scale: 3/8" = 1'-0" Room Elevation Scale: 3/8" = 1'-0" Room Elevation Scale: 3/8" = 1'-0" Room Elevation Scale: 3/8" = 1'-0" Room Elevation Scale: 3/8" = 1'-0" Room Elevation Scale: 3/8" = 1'-0"A B C D E F 3' - 0 " 10 ' - 0 " Glass Wall Tile on Wall see Finish Schedule Cabinet Background Tile Sink Dish washer Fridge Paint on wall 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " Tile on Wall see Finish Schedule Tile on Wall see Finish Schedule Tile on Wall see Finish Schedule Tile on Wall see Finish Schedule Paint on wall Paint on wall Paint on wallPaint on wall 2' - 3 " See Sht. T-14 detail 17 for Knee clearance and Faucet control notes 34 " M a x Water dispensing Plumbing Fixture Analysis/Chart Fixture Type Water Closet Required Provided 2 male + 2 female 6 (1 male/2 female/1 unisex +2 urinal) Lavatory 1 male/1 female/ 1 unisex, total 3 Drinking Fountain 1 1 Note Service Sink 1 1 Bldg. A Water Closet 1 2 Lavatory 1 2 Drinking Fountain 1 1 Service Sink Bldg. B None None Water dispensing refrigerator is provided in each lunch room See sheet T-10 lunch room elevation Per CPC chapter 4 : one for each 15 occupants and 1 for 15-35 each sex Per CPC chapter 4 : one for each 40 occupants and for 1st 80 occupants total occupant is 48 one per 100 occupants total occupant is 14.8 Water dispensing refrigerator is provided in each lunch room See sheet T-10 lunch room elevation Per CPC chapter 4 : one for each 25 occupants and for 1st 50 and 1 per 50 to 80 Per CPC chapter 4 : one for each 40 occupants and for 1st 80 occupants None if 15 or less occupants 2 Urinal Urinal -2 1 male and 1 unisex WC remained > 50% remained None None None if 15 or less occupants Plumbing Fixture Analysis/Chart(1) Bldg. A Occupant Load Factor Occupant Load 7192 S.F.150 48 Occupancy GroupFloor Area B Bldg. B 2190 S. F.150 B14.6 Drawing Name Date Scale Sheet Project Name and Address Firm Name and Address NO.Revision/ Issue Date General Notes M+H Design Group Inc. 440 East Huntington Dr. Suite 300 Arcadia CA 91006 American Plus Bank 128~130 E Huntington Dr. Arcadia, CA T-101A-18 Lunch Room Plan and Elevations Enalarged Plans and Elevations Lunch Room - CBC chapter 11 requirements 1133A.2.2 - 30" x 48" - parallel or perpendicular approach sink/oven/dishwasher/refrigerator NOT USED 1133A.4.1, exception #1 - stone counter tops! 1133A.4, exception - (2) 15" breadboards! 1133A.4.1 exception #2 - (2) 15" breadboards! 1133A.5, drawers below 48" a.f.f. (a) (b) (c) (d) (e) a ce a a 5/8/2025 2Plumbing Fixtures Analysis 6/21/2025 A B C D Room Elevation Scale: 3/8" = 1'-0"C Room Elevation Scale: 3/8" = 1'-0"A Room Elevation Scale: 3/8" = 1'-0"B Room Elevation Scale: 3/8" = 1'-0"D Toilet Lavatory Paint on wall see finish schedule Paint on wall see finish schedule Paint on wall see finish schedule Paint on wall see finish schedule Paint on wall see finish schedule Tile on Wall see Finish Schedule Tile on Wall see Finish Schedule Tile on Wall see Finish Schedule Lavatory Mirror Toilet Partition Toilet Partition Tile on Wall Urinal Women-basement Elevation A B C D Room Elevation Scale: 3/8" = 1'-0"C Room Elevation Scale: 3/8" = 1'-0"A Room Elevation Scale: 3/8" = 1'-0"B Room Elevation Scale: 3/8" = 1'-0"D Lavatory Toilet Toilet Tile on Wall see Finish Schedule Tile on Wall see Finish Schedule Tile on Wall see Finish Schedule Tile on Wall see Finish Schedule Paint on wall see finish schedule Paint on wall see finish schedule Paint on wall see finish schedulePaint on wall see finish schedule Toilet Lavatory Mirror Toilet Partition Drawing Name Date Scale Sheet Project Name and Address Firm Name and Address NO.Revision/ Issue Date General Notes M+H Design Group Inc. 440 East Huntington Dr. Suite 300 Arcadia CA 91006 American Plus Bank 128~130 E Huntington Dr. Arcadia, CA T-1112Women-basement Plan and ElevationsMen-basement Plan and Elevations Enalarged Plans and Elevations 5/8/2025 Not In Scope 6/21/2025 Note: All Existing glazed door to remain except this entry area see T-7 door type B, None exit doors will have locks removed and converted into fixed glazed store front Note: All None exit doors will have locks removed and converted into fixed glazed store front Existing Roof to be demolished as shown in shaded area only higher roof deck to remain All Existing parameter masonry wall to remain Demolition Plan Bldg. A Drawing Name Date Scale Sheet Project Name and Address Firm Name and Address NO.Revision/ Issue Date General Notes M+H Design Group Inc. 440 East Huntington Dr. Suite 300 Arcadia CA 91006 American Plus Bank 128~130 E Huntington Dr. Arcadia, CA T-12 As Build Plan Demolition Plan Bldg. B 12 Legend existing stud wall to be demolished existine masonry wall to be demolished in bldg. B existine masonry wall to be demolished in bldg. B Demolition Plan Bldg. B - Roof 3 5/8/2025 6/21/2025 As buildFloor planBasement Plan Bldg Aceiling plan build A and BBasement ceiling planRoof plan123456GHIJExistingRoof Ridge lineExisting Roof sloped toDrains,Clean and maintainexisting roof drains7'-10"7'-4"33'-8"15'-2"10'-10"11'-1"6'-4"123434'-4"7'-11"ABCDEF61'-3"13'-2"6'-9"6'-8"14'-10"20'-2"10'-10"7'-10"6'-3"19'-8"14'-5"12'-6"13'-11"Bldg. B Occupant Load : 14.6Two exit is requiredTotal 3 exits providedExit width required : 14.6x .3"=4.38"Total width provided is more than 4.38"4'-5"Bldg. B Floor Area is 2190 S.F.Occupant Load: 2190 / 150 = 14.66477Note:All Existing glazed door to remainexcept this entry area seeT-7 door type B, None exit doorswill have locks removed andconverted into fixed glazed storefrontNote:All None exit doorswill have locks removed andconverted into fixed glazed storefrontDoor ScheduleMarkSizeTypeDescriptionFrameHardwareRemarks111234567pair 3'-0" x 8'-0" 3'-0" x 8'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0"3'-0" x 8'-0"ABCDEFExisitng glazed doorNew glazed doorNew glazed doorNew Interior door 3'-0" x 7'-0"GExisitng metal doorNew Interior doorNew Interior doorAluminumAluminumAluminumAluminumAluminumMetalentry lock setself closingentry lock setself closingentry lock setself closinglock setself closinglatch bot flushboltlock setself closinglock setself closingAluminumABCDEFGaluminumframe glazeeddooraluminum frame topand bottom with glassdooraluminum framesc wooddooraluminum framesc wooddooraluminumframe glazeeddooraluminumframe glazeeddooraluminumframe glazeeddoorNote:1.All None exit doorswill have locks removed and converted into fixed glazed store front2.Glazing to be 12 inch tempered glass within 24 " of a door13'-0"13'-0"6'-1"6'-5"15'-6"11'-11"12'-0"10'-0"11'-0"10'-0"10'-0"16'-0"13'-0"6'-8"6'-0"8'-0"10'-8"5'-4"9'-2"9'-2"9'-2"5'-5"7'-5"9'-0"11'-7"8'-11"6'-0"8'-2"7'-10"5'-0"5'-0"9'-8"4'-5"5'-0"6'-7"58'-8"12'-0"30'-1"21'-8"6'-4"6'-6"13'-0"13'-5"11'-10"10'-8"16'-3"21'-9"12'-0"10'-0"15'-9"11'-11"11'-11"12'-1"11'-6"13'-0"12345678ABCDEFGHIJ12'-7"Occupant LoadBldg. A 72Bldg. B 22Occupant LoadBldg. A 72Bldg. B 22Bldg. A Occupant Load :47.9 Load factor 150Two Exits required, Egress distance less than 100 ft.total 4 exits provided, Exit 1 to Exit 2,3,4 is morethan 13 of the bulding diagonal distanceExit Width required is 47.9x.3"=14.38"Total exit width is more than 14.38"Bldg. A Floor Area is 7192 sq. ft.12355555566676553'-7"8'-1"3'-7"6'-7"6'-7"6'-9"11'-10"12'-0"8'-0"10'-0"16'-0"13'-0"10'-0"7'-5"12'-1"11'-6"12'-0"10'-0"11'-0"12'-0"10'-0"MarkSizeTypeDescriptionFrameG1G2G3G4G5G6G7G8G9 12'-0"x 10'-0" 16'-0"x 10'-0" 13'-0"x 10'-0" 11'-6"x 10'-0" 12'-0"x 10'-0" 11'-0"x 10'-0" 9'-0"x 10'-0" 8'-0"x 10'-0" 7'-5"x 10'-0"G1G2G3G4G5G6G7G8G9G4G4G7KInterior glass walls (5/8" tempered glass)Aluminum top and bottomOffice glass wall schedule9'-0"3'-0"3'-4"3/4"Accessible open counterto be 34" high and 36" wideKnee clearance 27" min.Assistive Listening System Note:To be provided at assembly areas perCBC 11B-219Masonry Wall PaintedExterior Finish :Stucco - paintedMetal capBase flashing extend to 12" abovehighest anticipated waterlineRoof deck &Truss seestructureOverflow Drain2" above primarydrain4" horizontal pipe sloped to connect to 4" vertical pipe drain to existing discharge location at parking areaExisting Roofto be demolished as shown inshaded area only higher roofdeck to remainAll Existing parametermasonry wallto remainBasement Area is notin the current scope4 5/8"3 1/2"Not to scaleAssistive Listening System Note:To be provided at assembly areas perCBC 11B-219Exit Route and Exit signssee 18/T-14Glass Wall DetailsFin. Fl.Fin. Fl.18" clearacne at striek side12" clearanceNew condenser units total 12at more than 10' from roofparapetNew condenser units total 5at more than 10' from roofparapet (locations shown onmechanical plans to mathch)Parapet 30" above roofType A BU Roofing system Johns Manville UL R10167 3'-0"0'-10"1'-2"2'-0"1'-8"Exterior CMU Wall2'-1"0'-6"Exterior Finish :Stucco - paintedMetal capParapet 30" above roofBase flashing extend to 12" abovehighest anticipated waterlineRoof deck &Truss seestructureRoof waterproofing membrane(Refectance 0.63)and R-23 insulation over metal deckSee 13/S502for structuredetail4" roof drain/overflow pipes under deckhorizontally and vertically drain thruthe concrete curb to the parking areaSee detail 3/T-14 & Bldg B SouthElevation 2/ T-7over R-23 insulation board @ entire new roof area12" CLR18" CLR18" CLR6Plumbing Fixture Analysis/ChartFixture TypeWater ClosetRequiredProvided2 male + 2 female6 (1 male/2 female/1unisex +2 urinal)Lavatory1 male/1 female/1 unisex, total 3Drinking Fountain11NoteService Sink11Bldg. AWater Closet12Lavatory12Drinking Fountain11Service SinkBldg. BNoneNoneWater dispensing refrigerator is provided ineach lunch roomSee sheet T-10 lunch room elevationPer CPC chapter 4 : one for each 15 occupantsand 1 for 15-35 each sexPer CPC chapter 4 : one for each 40 occupantsand for 1st 80 occupantstotal occupant is 48one per 100 occupantstotal occupant is 14.8Water dispensing refrigerator is provided ineach lunch roomSee sheet T-10 lunch room elevationPer CPC chapter 4 : one for each 25 occupantsand for 1st 50 and 1 per 50 to 80Per CPC chapter 4 : one for each 40 occupantsand for 1st 80 occupantsNone if 15 or less occupants212" CLR12" CLRPlumbing Fixture Analysis/Chart(1)Bldg. AOccupant LoadFactorOccupant Load7192 S.F.15048Occupancy GroupFloor AreaBBldg. B2190 S. F.150B14.6UrinalUrinal-21 male and 1 unisex WC remained > 50%remainedNoneNoneNone if 15 or less occupants5555555566666G3G3G6G7566555'-0"8'-10" Not to scale Drawing Name Date Scale Sheet Project Name and Address Firm Name and Address NO.Revision/ Issue Date General Notes M+H Design Group Inc. 440 East Huntington Dr. Suite 300 Arcadia CA 91006 American Plus Bank 128~130 E Huntington Dr. Arcadia, CA T-13 Ceiling details Scale None 1Scale None 2 Scale None 3Scale None 4 Scale None 5 SUSPENDED CEILING NOTESSUSPENDED GYPSUM BOARD CEILING SYSTEM SUSPENDED CEILING FULL HEIGHT PARTITIONINTERIOR PARTITION 2" per ASTM C 635 standard for wall angle USG Heavy duty system to be used Note: One end of the ceiling grid is attached to the closure angle and other end to have a 0.75" clearance typ. 2" per ASTM C 635 standard for wall angle 5/8/2025 6/21/2025 Drawing Name Date Scale Sheet Project Name and Address Firm Name and Address NO.Revision/ Issue Date General Notes M+H Design Group Inc. 440 East Huntington Dr. Suite 300 Arcadia CA 91006 American Plus Bank 128~130 E Huntington Dr. Arcadia, CA ® ® SEISMIC TECHNICAL GUIDE: ACM7 & ALACM7 SEISMIC PERIMETER ATTACHMENT CLIP DESCRIPTION • Clip features a saddle that fits securely over the bulb of the tee for a quick, easy, tight connection. • Two wings are provided which connect to the wall molding with a friction tab. Either wing can be snipped off to fit corners or modified for diagonal intersections. • Slot allows for 3/4" movement in both directions. ACM7 Seismic Attachment Clip (steel)ALACM7 Seismic Attachment Clip (aluminum) For use in all Seismic Design Categories with the following systems in all applications. See approved layouts listed in ICC ESR-1222. • DX®/DXL™ Acoustical Suspension System • DXW™ Acoustical Suspension System • Centricitee™ DXT™/DXLT™Acoustical Suspension System • Fineline® DXF™/DXLF™ Acoustical Suspension System • Fineline® 1/8 DXFF™ Acoustical Suspension System • Identitee® DXI™ Acoustical Suspension System • CE™ Acoustical Suspension System • DXLA™/DXACE™ Acoustical Suspension System • ZXLA™ Acoustical Suspension System For use in all Seismic Design Categories with the follo w i n g s y s t e m s i n a p p l i c a t i o n s w h e r e n o n - f e r r o u s materials are required. See approved layouts listed in the ICC ESR-1222. • AX™/AXCE™ Acoustical Suspension System Note: ALACM7 clip is acceptable with steel suspension systems if desired per application. FEATURES AND BENEFITS • Eliminates the need for perimeter stabilizer bars and pop rivets in Seismic Design Categories C, D, E and F. • In Seismic Design Categories D, E and F the clip replaces unsightly 2" wall angle and allows the use of 7/8" molding. • Fulfills requirements for IBC Seismic Design Categories C, D, E and F through testing. Complies with ICC Evaluation Service, Inc. (ICC-ES) AC156 and AC368 requirements. Acceptance of the ALACM7 and the ACM7 clip can be found the ICC-ESR 1222. • Laboratory tested to meet or exceed all seismic requirements for Categories A - F including tension, compression and tee fallout. COMPLIANCE • Complies with IBC Codes (2021, 2018 and 2015), California Building Code (CBC), ASCE and ASTM TECHNICAL GUIDE TECHNICAL GUIDE SEISMIC DESIGN CATEGORIES C ALTERNATE LAYOUT ACM7 Seismic Attachment Clip (steel) ALACM7 Seismic Attachment Clip (aluminum) Fixed Wall Floating Wall Flo a t i n g W a l l 48" o.c. 48" o.c. 24" o.c. Main Tee: 48" o.c. Cross Tee: 24" o.c. Hanger Wire: 48" o.c. Main Tee (steel) 4' Cross Tee (steel) 2' Cross Tee (steel) Hanger Wire ACM7 Seismic Clip Main Tee: 24" o.c. Cross Tee: 24" o.c. Hanger Wire: 30" o.c. Main Tee (AX26/AXCE26) 2' Cross Tee (AX224/AXCE224) Hanger Wire ALACM7 Seismic Clip Fixed Wall Floating Wall Flo a t i n g W a l l 24" o.c.8" max 24" o.c. 30" o.c. Suspension System Duty RatingIntermediate Duty Wall Molding 7/8" Seismic Clip ACM7 Seismic Clip Two Adjacent Floating Sides 3/8" gap; ACM7 seismic clip with fastener attachment to teethrough slot; 2 screws through the clip into the wall molding Two Adjacent Fixed Sides Tight, no gap; ACM7 seismic clip with fastener attachment to tee; 2 screws through the clip into the wall molding. Perimeter Hanger Wires None Stabilizer Bars None Suspension System Duty RatingHeavy Duty Assembly Wall Molding 7/8" Seismic Clip ALACM7 Seismic Clip Two Adjacent Floating Sides 3/8" gap; ALACM7 seismic clip with fastener attachment to teethrough slot; 2 screws through the clip into the wall molding. Two Adjacent Fixed Sides Tight, no gap; ALACM7 seismic clip with fastener attachment to tee; 2 screws through the clip into the wall molding. Perimeter Hanger Wires None Stabilizer Bars None SEISMIC PERIMETER ATTACHMENT CLIP TECHNICAL GUIDE 2 TECHNICAL GUIDE SEISMIC DESIGN CATEGORIES C ALTERNATE LAYOUT Categories C Fixed Side Categories C Floating Side 7/8"[22.23 mm]USG ACM7 / ALACM7 Seismic PerimeterAttachment Clip USG intermediateduty or heavy dutysuspension system Wall surface Tee end 3/8" from wall Attach screw thru slot 3/8"[9.525 mm] USG wall molding Attach ACM7 /ALACM7with 2 screwsthru wallmolding 1 6 ±10° 12 Ga. hanger wire@ 4'-0" along maintees, typ. DISCLAIMER: THE USG PRODUCT DETAILS CONTAINED HEREIN ARE INTENDED FOR USE AS PRODUCT REFERENCE MATERIAL BY ARCHITECTS, ENGINEERS, OTHER DESIGN PROFESSIONALS, CONTRACTORS, BUILDING CODE OFFICIALS, OR OTHER COMPETENT CONSTRUCTION INDUSTRY TRADE PROFESSIONALS HAVING AN INTEREST IN THE SELECTION, SPECIFICATION AND USE OF PRODUCTS MANUFACTURED BY THE SUBSIDIARIES OF USG CORPORATION. THE DRAWINGS ARE INTENDED SOLELY AS TECHNICAL SUPPORT INCIDENT TO THE SALE AND USE OF USG PRODUCTS AND NOT INTENDED TO BE ASUBSTITUTEFOR THE DESIGN REVIEW AND APPROVAL OF HE LICENSED DESIGN PROFESSIONALS FOR THE PROJECT. THESE MATERIALS MAY BE PRINTED AND/OR TRANSFERRED ELECTRONICALLY SOLELY AS NEEDED BY THE USER. BECAUSE CAD ELECTRONIC FILES AND BIM (BUILDING INFORMATION MODELING ) FILES CAN BE MODIFIED BY OTHER PARTIES, WITHOUT NOTICE OR INDICATION OF SUCH MODIFICATIONS, MODIFICATION OF USG PRODUCT CAD DRAWINGS IS THE SOLE RESPONSIBILITY OF THE DESIGN PROFESSIONAL. ©2020 USG CORPORATION. ISSUE:DATE:SHEET INFORMATION: USG Corporation550 West Adams Street, Chicago, IL 60661T. 800-USG4YOU www.USG.com USG DONN SUSPENSION SYSTEM SEISMIC DETAILS ALT. PERIM. DET. -FLOAT2022-03-30 CATEGORY C 7/8"[22.23 mm]USG ACM7 / ALACM7 Seismic PerimeterAttachment Clip Tee end installedtight against verticalleg of molding Wall surface Attach 1 screw thrueither holeAttach ACM7 /ALACM7with 2screwsthru wallmolding USG wall molding USG intermediateduty or heavy dutysuspension system 1 6 ±10° 12 Ga. hanger wire@ 4'-0" along maintees, typ. DISCLAIMER: THE USG PRODUCT DETAILS CONTAINED HEREIN ARE INTENDED FOR USE AS PRODUCT REFERENCE MATERIAL BY ARCHITECTS, ENGINEERS, OTHER DESIGN PROFESSIONALS, CONTRACTORS, BUILDING CODE OFFICIALS, OR OTHER COMPETENT CONSTRUCTION INDUSTRY TRADE PROFESSIONALS HAVING AN INTEREST IN THE SELECTION, SPECIFICATION AND USE OF PRODUCTS MANUFACTURED BY THE SUBSIDIARIES OF USG CORPORATION. THE DRAWINGS ARE INTENDED SOLELY AS TECHNICAL SUPPORT INCIDENT TO THE SALE AND USE OF USG PRODUCTS AND NOT INTENDED TO BE ASUBSTITUTEFOR THE DESIGN REVIEW AND APPROVAL OF HE LICENSED DESIGN PROFESSIONALS FOR THE PROJECT. THESE MATERIALS MAY BE PRINTED AND/OR TRANSFERRED ELECTRONICALLY SOLELY AS NEEDED BY THE USER. BECAUSE CAD ELECTRONIC FILES AND BIM (BUILDING INFORMATION MODELING ) FILES CAN BE MODIFIED BY OTHER PARTIES, WITHOUT NOTICE OR INDICATION OF SUCH MODIFICATIONS, MODIFICATION OF USG PRODUCT CAD DRAWINGS IS THE SOLE RESPONSIBILITY OF THE DESIGN PROFESSIONAL. ©2020 USG CORPORATION. ISSUE:DATE:SHEET INFORMATION: USG Corporation550 West Adams Street, Chicago, IL 60661T. 800-USG4YOU www.USG.com USG DONN SUSPENSION SYSTEMSEISMIC DETAILS ALT. PERIM. DET. -FIXED2022-03-30 CATEGORY C Attach 1 screwthru either hole Attach ACM7 / ALACM7with 2 screwsthru wallmolding USG ACM7 / ALACM7Seismic PerimeterAttachment Clip Tee endinstalled tight against verticalleg of molding 7/8"[22.23 mm] USG wallmolding USG intermediateduty or heavy dutysuspension system 12 Ga. Hanger wire @4'-0" along main tees,Typ. DISCLAIMER: THE USG PRODUCT DETAILS CONTAINED HEREIN ARE INTENDED FOR USE AS PRODUCT REFERENCE MATERIAL BY ARCHITECTS, ENGINEERS, OTHER DESIGN PROFESSIONALS, CONTRACTORS, BUILDING CODE OFFICIALS, OR OTHER COMPETENT CONSTRUCTION INDUSTRY TRADE PROFESSIONALS HAVING AN INTEREST IN THE SELECTION, SPECIFICATION AND USE OF PRODUCTS MANUFACTURED BY THE SUBSIDIARIES OF USG CORPORATION. THE DRAWINGS ARE INTENDED SOLELY AS TECHNICAL SUPPORT INCIDENT TO THEFOR THE DESIGN REVIEW AND APPROVAL OF HE LICENSED DESIGN PROFESSIONALS FOR THE PROJECT. THESE MATERIALS MAY BE PRINTED AND/OR TRANSFERRED ELECTRONICALLY SOLELY AS NEEDED BY THE USER. BECAUSE CAD ELECTRONIC FILES AND BIM (BUILDING INFORMATION MODELING ) FILES CAN BE MODIFIED BY OTHER PARTIES, WITHOUT NOTICE OR INDICATION OF SUCH MODIFICATIONS, MODIFICATION OF USG PRODUCT CAD DRAWINGS IS THE SOLE RESPONSIBILITY OF THE DESIGN PROFESSIONAL. ©2020 USG CORPORATION. ISSUE:DATE:SHEET INFORMATION: USG Corporation550 West Adams Street, Chicago, IL 60661T. 800-USG4YOU www.USG.com USG DONN SUSPENSION SYSTEM SEISMIC DETAILS ALT. PERIM. ISO2022-03-30 CATEGORY C USG intermediateduty or heavy dutysuspension system Attach screwthru slot USG ACM7 / ALACM7Seismic PerimeterAttachment Clip USG wallmolding 7/8"[22.23 mm] 3/8"[9.525 mm] Attach ACM7 / ALACM7with 2 screwsthru wallmolding 12 Ga. hanger wire@ 4'-0" along maintees, typ. DISCLAIMER: THE USG PRODUCT DETAILS CONTAINED HEREIN ARE INTENDED FOR USE AS PRODUCT REFERENCE MATERIAL BY ARCHITECTS, ENGINEERS, OTHER DESIGN PROFESSIONALS, CONTRACTORS, BUILDING CODE OFFICIALS, OR OTHER COMPETENT CONSTRUCTION INDUSTRY TRADE PROFESSIONALS HAVING AN INTEREST IN THE SELECTION, SPECIFICATION AND USE OF PRODUCTS MANUFACTURED BY THE SUBSIDIARIES OF USG CORPORATION. THE DRAWINGS ARE INTENDED SOLELY AS TECHNICAL SUPPORT INCIDENTFOR THE DESIGN REVIEW AND APPROVAL OF HE LICENSED DESIGN PROFESSIONALS FOR THE PROJECT. THESE MATERIALS MAY BE PRINTED AND/OR TRANSFERRED ELECTRONICALLY SOLELY AS NEEDED BY THE USER. BECAUSE CAD ELECTRONIC FILES AND BIM (BUILDING INFORMATION MODELING ) FILES CAN BE MODIFIED BY OTHER PARTIES, WITHOUT NOTICE OR INDICATION OF SUCH MODIFICATIONS, MODIFICATION OF USG PRODUCT CAD DRAWINGS IS THE SOLE RESPONSIBILITY OF THE DESIGN PROFESSIONAL. ©2020 USG ISSUE:DATE:SHEET INFORMATION: USG Corporation550 West Adams Street, Chicago, IL 60661T. 800-USG4YOU www.USG.com USG DONN SUSPENSION SYSTEMSEISMIC DETAILS ALT. PERIM.2022-03-30 CATEGORY C SEISMIC PERIMETER ATTACHMENT CLIP TECHNICAL GUIDE 3 TECHNICAL GUIDE SEISMIC DESIGN CATEGORIES D, E AND F ACM7 Seismic Attachment Clip (steel) ALACM7 Seismic Attachment Clip (aluminum) Fixed Wall Floating Wall Flo a t i n g W a l l 48" o.c.8" max 24" o.c. 48" o.c. Fixed Wall Floating Wall Flo a t i n g W a l l 24" o.c.8" max 24" o.c. 30" o.c. Main Tee: 48" o.c. Cross Tee: 24" o.c. Hanger Wire: 48" o.c. Main Tee (steel) 4' Cross Tee (steel) 2' Cross Tee (steel) Hanger Wire ACM7 Seismic Clip Main Tee: 24" o.c. Cross Tee: 24" o.c. Hanger Wire: 30" o.c. Main Tee (AX26/AXCE26) 2' Cross Tee (AX224/AXCE224) Hanger Wire ALACM7 Seismic Clip Suspension System Duty RatingHeavy Duty Wall Molding 7/8" Seismic Clip ACM7 Seismic Clip Two Adjacent Floating Sides 3/4" gap; ACM7 seismic clip with fastener attachment to tee through slot; 2 screws through the clip into the wall molding Two Adjacent Fixed Sides Tight, no gap; ACM7 seismic clip with fastener attachment to tee; 2 screws through the clip into the wall molding. Perimeter Hanger Wires Yes Stabilizer Bars None Suspension System Duty RatingHeavy Duty Assembly Wall Molding 7/8" Seismic Clip ALACM7 Seismic Clip Two Adjacent Floating Sides 3/4" gap; ALACM7 seismic clip with fastener attachment to teethrough slot; 2 screws through the clip into the wall molding. Two Adjacent Fixed Sides Tight, no gap; ALACM7 seismic clip with fastener attachment to tee; 2 screws through the clip into the wall molding. Perimeter Hanger Wires Yes Stabilizer Bars None SEISMIC PERIMETER ATTACHMENT CLIP TECHNICAL GUIDE 4 TECHNICAL GUIDE SEISMIC DESIGN CATEGORIES D, E AND F Categories D, E and F Fixed Side Categories D, E and F Floating Side 8" [203 mm] max 7/8"[22.23 mm]USG ACM7 / ALACM7 Seismic PerimeterAttachment Clip USG heavy dutysuspension system Wall surface 1 6 ±10° Perimeter 12 Ga.hanger wire Tee end 3/4" from wall Attach screw thru slot 3/4"[19.05 mm] USG wall molding Attach ACM7 / ALACM7with 2 screwsthru wallmolding DISCLAIMER: THE USG PRODUCT DETAILS CONTAINED HEREIN ARE INTENDED FOR USE AS PRODUCT REFERENCE MATERIAL BY ARCHITECTS, ENGINEERS, OTHER DESIGN PROFESSIONALS, CONTRACTORS, BUILDING CODE OFFICIALS, OR OTHER COMPETENT CONSTRUCTION INDUSTRY TRADE PROFESSIONALS HAVING AN INTEREST IN THE SELECTION, SPECIFICATION AND USE OF PRODUCTS MANUFACTURED BY THE SUBSIDIARIES OF USG CORPORATION. THE DRAWINGS ARE INTENDED SOLELY AS TECHNICAL SUPPORT INCIDENT TO THE SALE AND USE OF USG PRODUCTS AND NOT INTENDED TO BE ASUBSTITUTEFOR THE DESIGN REVIEW AND APPROVAL OF HE LICENSED DESIGN PROFESSIONALS FOR THE PROJECT. THESE MATERIALS MAY BE PRINTED AND/OR TRANSFERRED ELECTRONICALLY SOLELY AS NEEDED BY THE USER. BECAUSE CAD ELECTRONIC FILES AND BIM (BUILDING INFORMATION MODELING ) FILES CAN BE MODIFIED BY OTHER PARTIES, WITHOUT NOTICE OR INDICATION OF SUCH MODIFICATIONS, MODIFICATION OF USG PRODUCT CAD DRAWINGS IS THE SOLE RESPONSIBILITY OF THE DESIGN PROFESSIONAL. ©2020 USG CORPORATION. ISSUE RECORD:ISSUE:DATE:SHEET INFORMATION: USG Corporation550 West Adams Street, Chicago, IL 60661T. 800-USG4YOU www.USG.com USG DONN SUSPENSION SYSTEM SEISMIC DETAILS ALT. PERIMETER DETAIL- FLOATING SIDE12/13/21 CATEGORY D, E, F Perimeter 12 Ga.hanger wire USG heavy dutysuspension system Attach screwthru slot USG ACM7 / ALACM7Seismic PerimeterAttachment Clip USG wallmolding 8" [203 mm]max 7/8"[22.23 mm] 3/4"[19.05 mm] Attach ACM7 / ALACM7with 2 screwsthru wallmolding DISCLAIMER: THE USG PRODUCT DETAILS CONTAINED HEREIN ARE INTENDED FOR USE AS PRODUCT REFERENCE MATERIAL BY ARCHITECTS, ENGINEERS, OTHER DESIGN PROFESSIONALS, CONTRACTORS, BUILDING CODE OFFICIALS, OR OTHER COMPETENT CONSTRUCTION INDUSTRY TRADE PROFESSIONALS HAVING AN INTEREST IN THE SELECTION, SPECIFICATION AND USE OF PRODUCTS MANUFACTURED BY THE SUBSIDIARIES OF USG CORPORATION. THE DRAWINGS ARE INTENDED SOLELYFOR THE DESIGN REVIEW AND APPROVAL OF HE LICENSED DESIGN PROFESSIONALS FOR THE PROJECT. THESE MATERIALS MAY BE PRINTED AND/OR TRANSFERRED ELECTRONICALLY SOLELY AS NEEDED BY THE USER. BECAUSE CAD ELECTRONIC FILES AND BIM (BUILDING INFORMATION MODELING ) FILES CAN BE MODIFIED BY OTHER PARTIES, WITHOUT NOTICE OR INDICATION OF SUCH MODIFICATIONS, MODIFICATION OF USG PRODUCT CAD DRAWINGS IS THE SOLE RESPONSIBILITY OF THE DESIGN ISSUE RECORD:ISSUE:DATE:SHEET INFORMATION: USG Corporation550 West Adams Street, Chicago, IL 60661T. 800-USG4YOU www.USG.com USG DONN SUSPENSION SYSTEM SEISMIC DETAILS ALT. PERIMETER FLOATING SIDE12/15/21 CATEGORY D, E, Perimeter 12 Ga.hanger wire USG heavy dutysuspension system Attach 1 screwthru either hole Attach ACM7 / ALACM7with 2 screwsthru wallmolding USG ACM7 / ALACM7Seismic PerimeterAttachment Clip Tee endinstalled tightagainst verticalleg of molding 8" [203 mm]max 7/8"[22.23 mm] USG wallmolding DISCLAIMER: THE USG PRODUCT DETAILS CONTAINED HEREIN ARE INTENDED FOR USE AS PRODUCT REFERENCE MATERIAL BY ARCHITECTS, ENGINEERS, OTHER DESIGN PROFESSIONALS, CONTRACTORS, BUILDING CODE OFFICIALS, OR OTHER COMPETENT CONSTRUCTION INDUSTRY TRADE PROFESSIONALS HAVING AN INTEREST IN THE SELECTION, SPECIFICATION AND USE OF PRODUCTS MANUFACTURED BY THE SUBSIDIARIES OF USG CORPORATION. THE DRAWINGS ARE INTENDED SOLELY AS TECHNICAL SUPPORT INCIDENT TO THE SALE AND USE OF USG PRODUCTSFOR THE DESIGN REVIEW AND APPROVAL OF HE LICENSED DESIGN PROFESSIONALS FOR THE PROJECT. THESE MATERIALS MAY BE PRINTED AND/OR TRANSFERRED ELECTRONICALLY SOLELY AS NEEDED BY THE USER. BECAUSE CAD ELECTRONIC FILES AND BIM (BUILDING INFORMATION MODELING ) FILES CAN BE MODIFIED BY OTHER PARTIES, WITHOUT NOTICE OR INDICATION OF SUCH MODIFICATIONS, MODIFICATION OF USG PRODUCT CAD DRAWINGS IS THE SOLE RESPONSIBILITY OF THE DESIGN PROFESSIONAL. ©2020 USG CORPORATION. ISSUE RECORD:ISSUE:DATE:SHEET INFORMATION: USG Corporation550 West Adams Street, Chicago, IL 60661T. 800-USG4YOU www.USG.com USG DONN SUSPENSION SYSTEM SEISMIC DETAILS ALT. PERIMETERFIXED SIDE12/15/21 CATEGORY D, E, F 8" [203 mm] max 7/8"[22.23 mm]USG ACM7 / ALACM7 Seismic PerimeterAttachment Clip Tee end installedtight against verticalleg of molding USG heavy dutysuspension system Wall surface 1 6 ±10° Attach 1 screw thrueither hole Perimeter 12 ga.hanger wire Attach ACM7 /ALACM7 with2 screwsthru wallmolding USG wall molding DISCLAIMER: THE USG PRODUCT DETAILS CONTAINED HEREIN ARE INTENDED FOR USE AS PRODUCT REFERENCE MATERIAL BY ARCHITECTS, ENGINEERS, OTHER DESIGN PROFESSIONALS, CONTRACTORS, BUILDING CODE OFFICIALS, OR OTHER COMPETENT CONSTRUCTION INDUSTRY TRADE PROFESSIONALS HAVING AN INTEREST IN THE SELECTION, SPECIFICATION AND USE OF PRODUCTS MANUFACTURED BY THE SUBSIDIARIES OF USG CORPORATION. THE DRAWINGS ARE INTENDED SOLELY AS TECHNICAL SUPPORT INCIDENT TO THE SALE AND USE OF USG PRODUCTS AND NOT INTENDED TO BE ASUBSTITUTEFOR THE DESIGN REVIEW AND APPROVAL OF HE LICENSED DESIGN PROFESSIONALS FOR THE PROJECT. THESE MATERIALS MAY BE PRINTED AND/OR TRANSFERRED ELECTRONICALLY SOLELY AS NEEDED BY THE USER. BECAUSE CAD ELECTRONIC FILES AND BIM (BUILDING INFORMATION MODELING ) FILES CAN BE MODIFIED BY OTHER PARTIES, WITHOUT NOTICE OR INDICATION OF SUCH MODIFICATIONS, MODIFICATION OF USG PRODUCT CAD DRAWINGS IS THE SOLE RESPONSIBILITY OF THE DESIGN PROFESSIONAL. ©2020 USG CORPORATION. ISSUE RECORD:ISSUE:DATE:SHEET INFORMATION: USG Corporation550 West Adams Street, Chicago, IL 60661T. 800-USG4YOU www.USG.com USG DONN SUSPENSION SYSTEM SEISMIC DETAILS ALT. PERIMETER DETAIL- FIXED SIDE12/14/2021 CATEGORY D, E, F SEISMIC PERIMETER ATTACHMENT CLIP TECHNICAL GUIDE 5 AC329917/rev 4-23 © 2023, USG Corporation and/or its affiliates. All rights reserved. Printed in U.S.A. Manufactured by USG Interiors, LLC 550 West Adams Street Chicago, IL 60661 Notice The information in this documentis subject to change without notice.CGC Inc. or USG Corp. assumes no responsibility for any errors that may inadvertently appear in this document. Material Hot-dipped galvanized steel (ACM7) Aluminum (ALACM7) Recycled Content 25%. For details, see the Sustainability selector. InstallationInstall according to ASTM C636, ASTM E580, CISCA and USG requirements. Alternate installation methods may be used when approved by the authority having jurisdiction. Limitations The performance of Donn ACM7 and ALACM7 seismicclips and systems is based on the specific combination of superior components, and design and installation methods shown. Components from other manufacturers were not evaluated, and their use or any mixed use is not recommended. ICC Evaluation Service, Inc., Report Compliance Suspension systems manufactured by USG Interiors, LLC, have been reviewed and are approved by listing in ICC-ES Evaluation Report 1222. Evaluation Reports are subject to reexamination, revision and possible cancellation. Please refer to usgdesignstudio.com or 800 USG.4YOU for current reports. AC156 DisclaimerThe current ICC-ES acceptance criterion (AC) used for the testing and evaluation of seismic clips is AC156, Acceptance Criteria for Seismic Qualification by Shake- Table Testing of Nonstructural Components and Systems. AC156 was not specifically designed to provide testing guidelines or pass/fail criteria for acoustical suspension systems in a seismic event. However, in the absence of a specific AC for this purpose, ICC-ES allowed AC156 to act asthe basis for all seismic testing and evaluation for the acoustical ceiling suspended ceilings industry. Code Compliance Testing and evaluation performed at the University at Buffalo (SUNY), the Department of Civil, Structural and Environmental Engineering— Structural Engineering and Earthquake Simulation Laboratory (SEESL) qualify the performance of these systems according to the AC156—Seismic Qualification Specification, and AC368— Acceptance Criteria for Suspended Ceiling Framing Systems. Several alternative materials, designs and methods of construction were evaluated and tested. Results of thisinvestigation indicates that these tested alternative designs are at least the equivalent of that prescribed in the code for quality, strength, effectiveness, fire resistance, durability and safety. These alternative designs are at least equivalent to the criteria set forth in AC156 and AC368, and otherwise demonstratecompliance with the performance features of the codes. The data and test results presented provide technical evidence on which a code official can baseapproval. Notice We shall not be liable for incidental and consequential damages, directly or indirectly sustained, nor for any loss caused by application of these goods not in accordance with current printed instructions or for other than the intended use. Ourliability is expressly limited to replacement of defective goods. Any claim shall be deemed waived unless made in writing to us within thirty (30) days from date it was or reasonably should have been discovered Safety First! Follow good safety/industrial hygiene practices during installation. Wear appropriate personal protective equipment. Read MSDS and literature beforespecification and installation. usg.com cgcinc.com usgdesignstudio.com cgcdesignstudio.com PHYSICAL DATA/ FOOTNOTES SEISMIC TECHNICAL GUIDE: ACM7 & ALACM7 SEISMIC PERIMETER ATTACHMENT CLIP ® ® SEISMIC TECHNICAL GUIDE: BASIC SEISMIC CODE REQUIREMENTS ASTM C636, E580 and ASCE7 Seismic Category A & B • Minimum basic installation requirements based on ASTM C636 Seismic Category C • Systems average weight of 2.5 PSF or greater must use Heavy Duty main tees – Cat D lateral force bracing will be required • Tee connections to maintain 60 lb. tension and compression • The use of 9/16” wall mold will require 8” perimeter wires on all tees • The use of 7/8 wall mold or greater, no perimeter wires are required • All 4 sides must have 3/8” gap from tee end to wall (standard code) • ICC ESR 1222 4.1.5.2 – Allows alternate installation for the ceiling to be fixed on 2 sides and floating on 2 sides. Use the ACM7 clip on the 2 floating sides. Allow for a 3/8” gap from the wall to tee end and insert a screw in the slot. Pop rivets, Mac2 clips, and ACM7 can be used on the fixed/tight sides of the ceiling • Keep tee ends from spreading with spreader/stabilizer bars (standard code) – ICC ESR 1222 4.1.5.2 – Allows the use of ACM7 clips replace stabilizer bars • Wire shall be attached to main tees 4’ on center with 3 turns in 3 inches • Wires shall be installed no more than 1:6 out of plumb Seismic Category D, E, & F • Gypsum Ceilings on one plane are exempt from the seismic requirements • Ceilings less than 144 sf are exempt from seismic requirements • Heavy Duty main tees are required (ref. ASTM C635) • All main tees and cross tees must have 180 lb. connection capacity as tested per ASTM E3090 • Wall angle is for aesthetic purposes only and not considered structural • Wall angle shall be 7/8” or great with the use of the ACM7 clip • 2 adjacent walls shall have tee ends fixed tight to wall molding with the use of ACM7 – 2 screws through clip into wall mold and 1 screw into grid through ACM7 clip fixed hole • 2 adjacent walls shall be floating and have ¾” gap from tee end to wall. – 2 screws through clip into wall mold and 1 screw into grid through ACM7 clip slot • Tee ends tied together (i.e. perimeter stabilizer bars) – ACM7 replaces spreader/stabilizer bars • 2” wall angle can be used with stabilizer bars and no ACM7 clip • Perimeter wires required on all tee ends at 8” maximum from the wall • Wire shall be attached to mains 4’ on center to maintain deflection • Wires shall be installed no more than 1:6 out of plumb • Lateral Force Bracing (strut and 4 splay wires) shall be installed on ceilings over 1000 sf. – LFB is to be installed every 12 ft in in both directions starting 6 ft. from each wall • Ceilings over 2500 sf. Need expansion joints or bulkhead installed to keep ceilings under 2500 sf. TECHNICAL GUIDE T-13.1 Ceiling Sesmic Details 5/8/2025 6/21/20256/21/2025 NOTE 1: ACCESSIBLE PARKING SPACE AND ACCESS ROUTE SHALL BELEVEL WITH SURFACE SLOPES NOT EXCEEDING 2% IN ALLDIRECTIONS. NOTE 2: ACCESS AISLES SHALL NOT OVERLAP THE VEHICULAR WAY. NOTE 3: ACCESS AISLES SHALL BE PERMITTED TO BE PLACED ON EITHER SIDE OF THE PARKING SPACE EXCEPT FOR VANPARKING SPACES WHICH SHALL HAVE ACCESS AISLESLOCATED ON THE PASSENGER SIDE OF THE PARKING SPACES. 11B-502.3.3 9- - TRAFFIC PAINT STRIPING 4" GROOVED BORDER ACCESSIBLE SYMBOL PERMANENTLY AFFIXED 70 SQ. INCH SIGN TO BE CENTERED AT EACH H/CSTALL, WALL MOUNTED WHERE POSSIBLE, SEE WITHIN THE LOADING ANDUNLOADING ACCESS AISLE PAINT THE WORDS "NO PARKING" IN 12. INCH HIGH WHITE LETTER MIN. BORDER OF LOADING / UNLOADING AISLE TO BE PAINTED BLUE 1 - A 3'- 0 " T Y P I C A L 45 ° NO PA R K I N G EXISTING 4" CURB LINE BUILDING EXTERIOR WALL 16'-0" MIN. FOR STRIPING 9"9 " 9" 9 " 12 -WHEEL STOP Drawing Name Date Scale Sheet Project Name and Address Firm Name and Address NO.Revision/ Issue Date General Notes M+H Design Group Inc. 440 East Huntington Dr. Suite 300 Arcadia CA 91006 American Plus Bank 128~130 E Huntington Dr. Arcadia, CA T-14 ADA Details 9" 1/2" Radius - typical Blue Background White Symbol and Plain 3/4" high Text RESERVED FOR HANDICAPPED VAN ACCESSIBLE Reflectorized porcelain steel signwith beaded text and symbol -mount on 2" diametergalvanized schedule 40 steel post set in 12" dia x 18" concrete 1 T-14 80 " t o F i n . G r a d e 1. 7 5 " 12 " .2 5 " 17" White letters Blue Field White background UNAUTHORIZED VEHICLES PARKED IN DESIGNATED HANDICAPPED SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PHYSICALLY HANDICAPPED PERSONS WILL BE TOWED AWAY AT OWNERS EXPENSE. TOWED VEHICLES MAY BE RECLAIMED BY TELEPHONING 6265745150 1" High Lettering - minimum 36 " 22 " to F G 8" 1/2" radius Plain 3/4" high text Grade 2 Braille 1/4" thick white Acrylic Sign with 3/32" high raised black pictogram and lettering -mount on wall surface UNISEX 55 " t o F F 2" 8" 1/2" radius 8" Plain 3/4" high text Grade 2 Braille 1/4" thick white Acrylic Sign with 3/32" high raised black pictogram and lettering -mount on wall surface MEN 55 " t o F F 2" 8" 1/2" radius 8" Plain 3/4" high text Grade 2 Braille 1/4" thick white Acrylic Sign with 3/32" high raised black pictogram and lettering -mount on wall surface WOMEN 55 " t o F F 2" 8" Center in Door UNISEX Plain 3/4" high text 1/4" thick white Acrylic Sign with 3/32" high raised black pictogram and lettering -mount on wall surface 60 " t o F F 12" Center in Door Plain 3/4" high text 1/4" thick white Acrylic Sign with 3/32" high raised black pictogram and lettering -mount on wall surface MEN 60 " t o F F 12" Center in Door Plain 3/4" high text 1/4" thick white Acrylic Sign with 3/32" high raised black pictogram and lettering -mount on wall surface WOMEN 60 " t o F F 12 " 3'-0" 3'- 0 " ACCESSIBILITY LOGO OCCURS AT EACH. DISABLED PARKING STALL. SEE PLAN FOR LOCATIONS AND AT ACCESSIBLE ENTRANCES STRIPING FOR DISABLED STALL TO BE BLUE. WHITE SYMBOL BLUE BACKGROUND 1" 4" 8" 36 " M I N . VA R I E S SQUARE 2X2 TUBE OF .063 ALUMINUM WITH PERMANENT WEATHERPROOFALUMINUM CAP STEEL TROWEL FINISH FINISH GRADE OR FINISH PAVING CONCRETE BASE SIGN MOUNTING NOTE: FOR POSTMOUNTING, USE NON-CORROSIVE 3/8" MACHINE BOLTS W/WASHERS, 2 PER SIGN. FOR WALL MOUNTING, USE NON-CORROSIVE 3/8" LAG BOLTS W/LEADEXPANSION SHIELD, 4 PER SIGN. NOTE: BOTTOM OF FOOTING TO BE 1'-0" BELOW EXISTING UNDISTURBED GRADE ORFINISHED GRADE, WHICHEVER IS GREATER. 3 1/2"2" 7 1/2" 4'-0" 6" 1 1 / 2 " 3 1 / 2 " 2" 1 1 / 2 " 6" OPEN FOR DRAINAGE SECTION ELEVATION TOP OF PAVING TOP OF PAVING WHEEL STOP ANCHORING 5/8" X 24" ANCHOR ROD 2 PER WHEEL STOP OR AS RECOMENDED BY THE MANUFACTURER 2.3 5 " AP A R T 2.35" APART .9" @BASE .45" @TOP .2 " H T . TAPERED EDGE WHERE OCCURS SECTION A A -- W/ I N 4 8 " M A X . TO T O P K E Y H O L E 4' - 0 " M A X 15 " M I N . T 17" MIN WALL DEPTH 3/4" PLYWOOD 48" MAX 15 1/2" COMPARTMENT 16 1/2" NET 2'-9 7/8" WITH TRIM 2'-9 5/8" 3'-0 1/8" ROUGH OPENING SWITCHES THERMOSTAT PULL CORDS CONVENIENCE WALL OUTLET FINISHED FLOOR 15"MIN NET TOP BOT 15 " M I N . 8" 1/2" radius Plain 3/4" high text Grade 2 Braille 1/4" thick white Acrylic Sign with 3/32" high raised black pictogram and lettering -mount on wall surface Accessible Entrance 55 " t o F F 14 " 3'- 0 " 4" 4" 3" 2" 2'- 1 0 " @ B A T H R O O M S CONTINUE FINISH FLOOR UNDER COUNTER SEALED BIRCH VENEER O/ 3/4"PARTICLE BOARD, U.O.N. GRANITE COUNTER W/ MATCHING 4" BACKSPLASH CABINET HARDWARE PER SPECIFICATIONS HOT WATER INSULATION @ DRAIN PIPE W/ NO SHARP OR ABRASIVE SURFACES 9" M I N . 6" MAX. 8" MIN. 27 " M I N . 19" MAX 17" MIN 2 T-14 3 T-14 4 T-14 5 T-14 6 T-14 7 T-14 8 T-14 9 T-14 10 T-14 11 T-14 12 T-14 13 T-14 14 T-14 15 T-14 16 T-14 17 T-14 Minimum Fine $250 FAUCET CONTROL TO BE LEVER HANDLE 18 T-14 Note : Top of the sign not more than48" AFF Characters shall be Sans Serif uppercase acoopanied by Grade 2 Braile , at required exits Knee and Toe Clearance in dashed lines 36" 36 " 6/21/2025 6/22/2025 ρ （ DEPARTMENT OF PUBLIC WORKS BUILDING & SAFETY DIVISION STRUCTURAL OBSERVATION PROGRAM Los Angeles Regional Uniform Code Program County of Los Angeles AND DESIGNATION OF THE STRUCTURAL OBSERVER PERMIT APPL. NO.: Project Address: Description of Work: Owner: Engineer of Record: Architect: STRUCTURAL OBSERVATION (ONLY CHECKED ITEMS ARE REQUIRED) Firm or Individual to be responsible for the Structural Observation: Name: FOUNDATION Footing, Stem Walls, Piers Mat Foundation Caisson, Piles, Grade Beams Retaining Foundation Hillside Special Anchors Others: DECLARATION BY OWNER I, the Owner of the project, declare that the above listed firm or individual is hired by me to be the Structural Observer. Signature Date DECLARATION BY ARCHITECT OR ENGINEER OF RECORD (required if the Structural Observer is different from the Architect or Engineer of Record) I, the Architect or Engineer of record for the project, declare that the above listed firm or individual is designated by me to be responsible for the Structural Observation. Signature License No. Version 1.0 (2008 LACBC) Date Jan. 10 2008 Phone: WALL Concrete Masonry Wood Others: Calif. Registration: FRAME Steel Moment Frame Steel Braced Frame Concrete Moment Frame Masonry Wall Frame Others: DIAPHRAGM Concrete Steel Deck Wood Others: JIANFENG GAO LIC. C88478 128 E HUNTINGTON DR, ARCADIA, CA 91006 LICENSED PROFESSIONAL ENGINEER STATE OF CALIFORNIA JIANFENG GAOC88478EXP: 03/31/2026CIVIL ENGINEER 4-4-2025 SHEET NAME SHEET REVISION DATE N B NB ENGINEERING INC STRUCTURAL DESIGN AND CONSULTING L ICENS E D P R O F ESS IONAL E N G I N E ER S T A T E OF CA L I F O R N IA JIANFENG GAO C88478 EXP: 03/31/2026 CIVIL ENGINEER NB JOB #:202403251 SCALE: REVIEWED BY: DESIGNED BY: DRAFTSMAN: SEE PLAN J.G. CL I E N T 12 8 E H U N T I N G T O N D R , AR C A D I A , C A 9 1 0 0 6 PR O J E C T J.S. M + H D E S I G N GR O U P I N C 44 0 E H U N T I N G T O N D R , SU I T E 3 0 0 , A R C A D I A , CA 9 1 0 0 6 BUILDING DEPARTMENT CORRECTION #1 4-4-25 BUILDING DEPARTMENT CORRECTION #3 6-20-25 BUILDING DEPARTMENT CORRECTION #2 4-27-25 BUILDING DEPARTMENT CORRECTION #4 7-14-25 GENERAL NOTES S101 SHEET NAME SHEET REVISION DATE N B NB ENGINEERING INC STRUCTURAL DESIGN AND CONSULTING L ICENS E D P R O F ESS IONAL E N G I N E ER S T A T E OF CA L I F O R N IA JIANFENG GAO C88478 EXP: 03/31/2026 CIVIL ENGINEER NB JOB #:202403251 SCALE: REVIEWED BY: DESIGNED BY: DRAFTSMAN: SEE PLAN J.G. CL I E N T 12 8 E H U N T I N G T O N D R , AR C A D I A , C A 9 1 0 0 6 PR O J E C T J.S. M + H D E S I G N GR O U P I N C 44 0 E H U N T I N G T O N D R , SU I T E 3 0 0 , A R C A D I A , CA 9 1 0 0 6 BUILDING DEPARTMENT CORRECTION #1 4-4-25 BUILDING DEPARTMENT CORRECTION #3 6-20-25 BUILDING DEPARTMENT CORRECTION #2 4-27-25 BUILDING DEPARTMENT CORRECTION #4 7-14-25 FOUNDATION PLAN S201 1/8" = 1'-0" FOUNDATION PLAN SHEET NAME SHEET REVISION DATE N B NB ENGINEERING INC STRUCTURAL DESIGN AND CONSULTING L ICENS E D P R O F ESS IONAL E N G I N E ER S T A T E OF CA L I F O R N IA JIANFENG GAO C88478 EXP: 03/31/2026 CIVIL ENGINEER NB JOB #:202403251 SCALE: REVIEWED BY: DESIGNED BY: DRAFTSMAN: SEE PLAN J.G. CL I E N T 12 8 E H U N T I N G T O N D R , AR C A D I A , C A 9 1 0 0 6 PR O J E C T J.S. M + H D E S I G N GR O U P I N C 44 0 E H U N T I N G T O N D R , SU I T E 3 0 0 , A R C A D I A , CA 9 1 0 0 6 BUILDING DEPARTMENT CORRECTION #1 4-4-25 BUILDING DEPARTMENT CORRECTION #3 6-20-25 BUILDING DEPARTMENT CORRECTION #2 4-27-25 BUILDING DEPARTMENT CORRECTION #4 7-14-25 ROOF FRAMING PLAN S301 1/8" = 1'-0" ROOF FRAMING PLAN ° ° D A A PARAPET ELEV. FOUNDATION DETAILS S401 SHEET NAME SHEET REVISION DATE N B NB ENGINEERING INC STRUCTURAL DESIGN AND CONSULTING L ICENS E D P R O F ESS IONAL E N G I N E ER S T A T E OF CA L I F O R N IA JIANFENG GAO C88478 EXP: 03/31/2026 CIVIL ENGINEER NB JOB #:202403251 SCALE: REVIEWED BY: DESIGNED BY: DRAFTSMAN: SEE PLAN J.G. CL I E N T 12 8 E H U N T I N G T O N D R , AR C A D I A , C A 9 1 0 0 6 PR O J E C T J.S. M + H D E S I G N GR O U P I N C 44 0 E H U N T I N G T O N D R , SU I T E 3 0 0 , A R C A D I A , CA 9 1 0 0 6 BUILDING DEPARTMENT CORRECTION #1 4-4-25 BUILDING DEPARTMENT CORRECTION #3 6-20-25 BUILDING DEPARTMENT CORRECTION #2 4-27-25 BUILDING DEPARTMENT CORRECTION #4 7-14-25 T.O. GROUT PLACEMENT PARAPET ELEV. SEE PLAN FOUNDATION DETAILS S402 SHEET NAME SHEET REVISION DATE N B NB ENGINEERING INC STRUCTURAL DESIGN AND CONSULTING L ICENS E D P R O F ESS IONAL E N G I N E ER S T A T E OF CA L I F O R N IA JIANFENG GAO C88478 EXP: 03/31/2026 CIVIL ENGINEER NB JOB #:202403251 SCALE: REVIEWED BY: DESIGNED BY: DRAFTSMAN: SEE PLAN J.G. CL I E N T 12 8 E H U N T I N G T O N D R , AR C A D I A , C A 9 1 0 0 6 PR O J E C T J.S. M + H D E S I G N GR O U P I N C 44 0 E H U N T I N G T O N D R , SU I T E 3 0 0 , A R C A D I A , CA 9 1 0 0 6 BUILDING DEPARTMENT CORRECTION #1 4-4-25 BUILDING DEPARTMENT CORRECTION #3 6-20-25 BUILDING DEPARTMENT CORRECTION #2 4-27-25 BUILDING DEPARTMENT CORRECTION #4 7-14-25 RR ® ® ® ® ® ® FRAMING DETAILS S501 SHEET NAME SHEET REVISION DATE N B NB ENGINEERING INC STRUCTURAL DESIGN AND CONSULTING L ICENS E D P R O F ESS IONAL E N G I N E ER S T A T E OF CA L I F O R N IA JIANFENG GAO C88478 EXP: 03/31/2026 CIVIL ENGINEER NB JOB #:202403251 SCALE: REVIEWED BY: DESIGNED BY: DRAFTSMAN: SEE PLAN J.G. CL I E N T 12 8 E H U N T I N G T O N D R , AR C A D I A , C A 9 1 0 0 6 PR O J E C T J.S. M + H D E S I G N GR O U P I N C 44 0 E H U N T I N G T O N D R , SU I T E 3 0 0 , A R C A D I A , CA 9 1 0 0 6 BUILDING DEPARTMENT CORRECTION #1 4-4-25 BUILDING DEPARTMENT CORRECTION #3 6-20-25 BUILDING DEPARTMENT CORRECTION #2 4-27-25 BUILDING DEPARTMENT CORRECTION #4 7-14-25 FRAMING DETAILS S502 SHEET NAME SHEET REVISION DATE N B NB ENGINEERING INC STRUCTURAL DESIGN AND CONSULTING L ICENS E D P R O F ESS IONAL E N G I N E ER S T A T E OF CA L I F O R N IA JIANFENG GAO C88478 EXP: 03/31/2026 CIVIL ENGINEER NB JOB #:202403251 SCALE: REVIEWED BY: DESIGNED BY: DRAFTSMAN: SEE PLAN J.G. CL I E N T 12 8 E H U N T I N G T O N D R , AR C A D I A , C A 9 1 0 0 6 PR O J E C T J.S. M + H D E S I G N GR O U P I N C 44 0 E H U N T I N G T O N D R , SU I T E 3 0 0 , A R C A D I A , CA 9 1 0 0 6 BUILDING DEPARTMENT CORRECTION #1 4-4-25 BUILDING DEPARTMENT CORRECTION #3 6-20-25 BUILDING DEPARTMENT CORRECTION #2 4-27-25 BUILDING DEPARTMENT CORRECTION #4 7-14-25 General Notes Revision/ Issue DateNo. M+H Design Group Inc. 440 East Huntington Dr. Suite 300 Arcadia CA 91006 American Plus Bank 128~130 E Huntington Dr. Arcadia, CA Project Name and Address Firm Name and Address Drawing Name Date Scale Sheet 6/8/2024 Mechanical Cover Sheet M1.0 NTS General Notes Revision/ Issue DateNo. M+H Design Group Inc. 440 East Huntington Dr. Suite 300 Arcadia CA 91006 American Plus Bank 128~130 E Huntington Dr. Arcadia, CA Project Name and Address Firm Name and Address Drawing Name Date Scale Sheet 6/8/2024 Mechanical Schedules M1.1 NTS General Notes Revision/ Issue DateNo. M+H Design Group Inc. 440 East Huntington Dr. Suite 300 Arcadia CA 91006 American Plus Bank 128~130 E Huntington Dr. Arcadia, CA Project Name and Address Firm Name and Address Drawing Name Date Scale Sheet 6/8/2024 Mechanical Schedules M1.2 NTS JOB NAME: CUST.: CUST. P.O.: MECH. ENGR MARK: .: REVISIONS: A: B: C: D: DRN: DATE: DRAWING NO.: DETAIL-4DETAIL-2 DETAIL-1 DETAIL-3 - - -1 5/8/24 JO CEG 1 NEOPRENE ANGULARITY TOTAL ROD DESIGNED FOR 30° 1-1/2" DIA. HOLE 3 GROMMET SPRING CAP VERTICAL LIMIT STOP 2-1/2 PLAN VIEW 2 1 4 3 9/16" DIA. HOLE SEE DETAIL 2. FOR DETAILS, A.C. CABLE (4) MITSUBISHI N0TE: 1. MAX 1/2" DIA. ROD AND HARDWARE BY OTHERS. MAKE FC-1 MARK TPEFY-054 MODEL 2"1" O.D.DEFL IBREX TYPEV 1-4 MTS VIBRATION ISOLATOR BY M.W. SAUSSE' & CO., INC. VERTICAL LIMIT STOP BY M.W. SAUSSE' & CO., INC. THREADED ROD (BY CONTRACTOR) NOTE: 1) CABLE IS 7 X 19 GALVANIZED AIRCRAFT CABLE. 2) CABLES TO BE INSTALLED HAND TAUT W/O SLACK. 3) FOR CABLE ANCHORAGE, SEE DETAIL -3 4) ROD STIFFENER MAY BE REQUIRED. SEE DETAILS -4 EMT CONDUIT, STEEL PIPE OR ANGLE WHERE REQ'D (BY CONTRACTOR) CABLE CLAMPS UPPER BRACKET - SLH-38 AIRCRAFT CABLE LOWER BRACKET - SLH-38 TYPICAL EQUIPMENT CABLE BRACING SYSTEM 1 1 PLAN VIEW TYPICAL EQUIPMENT ROD STIFFENER CLAMPS-RS-1 1 1 M.W. SAUSSE' SEISMIC CABLE BRACING EQUIPMENT KIT NO: 18C4-38R-4R ANCHOR BOLT (BY CONTRACTOR) 08( ) ROD STIFFENER CLAMLPS - RS-1 ( ) CABLE CLAMPS - 1/8" ( ) CABLE - 1/8" - 10 FT.04 16 ( ) UPPER SLOTTED WASHER - SLW-1 EQUIPMENT BRACING KIT: 18C4-38R-4R ( ) LOWER BRACKET - SLH-38 ( ) UPPER BRACKET - SLH-38 ( ) LOWER SLOTTED WASHER - SLW-1 04 04 04 04 2-5/8" 1/8" DIA. 7 X 19 GALVANIZED AIRCRAFT CABLE WITH 2 U-CLAMPS EA. END. INSTALL HAND TAUT WITHOUT SLACK. (SWAGE FITTING MAY SUBSTITUTED FOR U-CLAMPS AT ONE OR BOTH ENDS) ANCHORAGE OF 1/8 INCH DIA. AIRCRAFT CABLE IN WOOD 3/8"3"1-1/2" USE LAG BOLT IN DOUGLAS FIR WOOD (BY CONTRACTOR) SEE TABLE BELOW. SLH-34 - ANCHOR BRACKET M.W. SAUSSE' & CO., INC. PLAN VIEW ANCHOR HOLE NOTE: SLW-SLOTTED WASHER REQUIRED AT TOP AND BOTTOM CONNECTION, SEE BRACING KIT WOOD MEMBER ADD BLOCKING AS REQUIRED. 1 MAX 1 SLW-SLOTTED WASHER POSITION SLOT AS SHOWN VIBRATION ISOLATOR BY M. W. SAUSSE' & CO., INC. RS-1 - ROD STIFFENER REQUIREMENTS FOR EQUIPMENT CABLE BRACING EQUIPMENT STRUT CHANNEL TUBE (BY CONTRACTOR) S MAX. THREADED ROD (BY CONTRACTOR) SEE NOTE 4 6" MAX. S MAX. L MAX. ROD STIFFENER RS-1 6" MAX. 2) SEE TABLE 2 FOR MAXIMUM LENGTH OF 3/8" THRU 7/8" 3) SEE TABLE 3 TO DETERMINE NUMBER OF ROD STIFFENER 4) (08) ROD STIFFENER CLAMPS PROVIDED IN A KIT. IF ADDITIONAL CLIPS ARE REQUIRED, CONTACT M. W. SAUSSE' & CO., INC. DIAMETER RODS WITH ROD STIFFENER. CLIPS REQUIRED. NOTES: 1) SEE TABLE 1 FOR MAXIMUM LENGTH OF 3/8" THRU 7/8" 3/4" STRUT CHANNEL 12GA. X 1-5/8" X 1-5/8 32" 3/4" 32" DIAMETER RODS WITHOUT ROD STIFFENER. 3/8" 15"21" 1/2" 26" 5/8" 116" VERTICAL LIMIT STOP BY M. W. SAUSSE' & CO., INC. 5/8"1/2"3/8" 15"21"26" 7/8" 38" 7/8" 38" STRUT CHANNEL (BY CONTRACTOR) Phone: (661) 257-3311 Fax: (661) 257-7673 28774 Whitherspoon Pkwy. Valencia, CA 91355 M. W. SAUSSE & CO., INC. FC-2 TPEAD-024MITSUBISHI EF-1 SIF13DDCAPTIVEAIR General Notes Revision/ Issue DateNo. M+H Design Group Inc. 440 East Huntington Dr. Suite 300 Arcadia CA 91006 American Plus Bank 128~130 E Huntington Dr. Arcadia, CA Project Name and Address Firm Name and Address Drawing Name Date Scale Sheet 6/8/2024 Mechanical Details M1.3 NTS 1 2 3 4 5 6 7 8 A B C D E F G H I J 1 2 3 4 A B C D E F Mechanical Zoning Bldg. A Floor Plan 1 Mechanical Zoning Bldg. B Floor Plan 2 ZONE A-1 ZONE A-2 ZONE A-4 ZONE A-5 ZONE A-6 ZONE A-8 ZONE A-7 ZONE A-10 ZONE A-9 ZONE A-3 ZONE A-12 ZONE A-11 ZONE B-1 ZONE B-2 ZONE B-3 ZONE B-4 ZONE B-5 6/8/2024 Mechanical Zoning Plans M2.0 1/8" = 1'-0" General Notes Revision/ Issue DateNo. M+H Design Group Inc. 440 East Huntington Dr. Suite 300 Arcadia CA 91006 American Plus Bank 128~130 E Huntington Dr. Arcadia, CA Project Name and Address Firm Name and Address Drawing Name Date Scale Sheet 1 2 3 4 5 6 7 8 A B C D E F G H I J DEMOLITON NOTES GENERAL NOTES KEY NOTES Mechanical Bldg. A Floor Plan 1 Mechanical Bldg. B Floor Plan 2 1 2 3 4 A B C D E F 6/8/2024 Mechanical Floor Plans M3.0 1/8" = 1'-0" General Notes Revision/ Issue DateNo. M+H Design Group Inc. 440 East Huntington Dr. Suite 300 Arcadia CA 91006 American Plus Bank 128~130 E Huntington Dr. Arcadia, CA Project Name and Address Firm Name and Address Drawing Name Date Scale Sheet DEMOLITON NOTES KEY NOTES 1 Mechanical Demolition Roof Plan Bldg. B 2 1 2 3 4 5 6 7 8 A B C D E F G H I J 1 2 3 4 A B C D E F Mechanical Demolition Roof Plan Bldg. A 6/8/2024 Mechanical Demolition Roof Plan M3.1 1/8" = 1'-0" General Notes Revision/ Issue DateNo. M+H Design Group Inc. 440 East Huntington Dr. Suite 300 Arcadia CA 91006 American Plus Bank 128~130 E Huntington Dr. Arcadia, CA Project Name and Address Firm Name and Address Drawing Name Date Scale Sheet DEMOLITON NOTES GENERAL NOTES KEY NOTES 1 Mechanical Roof Plan Bldg. B 2 1 2 3 4 5 6 7 8 A B C D E F G H I J 1 2 3 4 A B C D E F Mechanical Roof Plan Bldg. A 6/8/2024 Mechanical Roof Plan M3.2 General Notes Revision/ Issue DateNo. M+H Design Group Inc. 440 East Huntington Dr. Suite 300 Arcadia CA 91006 American Plus Bank 128~130 E Huntington Dr. Arcadia, CA Project Name and Address Firm Name and Address Drawing Name Date Scale Sheet 1/8" = 1'-0" ENERGY COMMISSION NOTES (CALIFORNIA) GENERAL NOTES PLUMBING NOTES SHEET INDEXSYMBOLSABBREVIATIONS CALIFORNIA GREEN NOTES “” SECTION 5.303.2 WATER REDUCTION FIXTURE FLOW RATES General Notes Revision/ Issue DateNo. M+H Design Group Inc. 440 East Huntington Dr. Suite 300 Arcadia CA 91006 American Plus Bank 128~130 E Huntington Dr. Arcadia, CA Project Name and Address Firm Name and Address Drawing Name Date Scale Sheet ISSUE FOR PLAN CHECK 7/5/24- PLAN CHECK RESUBMIT 3/20/25- 6/7/2025 Plumbing Cover Sheet P1.0 1/8" = 1'-0" PLUMBING FIXTURE SCHEDULE PLUMBING FIXTURE SCHEDULE PLUMBING FIXTURE SCHEDULE NOTES: 1) SANITARY RISER UP IN WALL TO FIXTURE SHALL BE A MINUMUM OF 2". 2) 3/4" CW AND HW APPLIES ONLY TO THE FINAL VERTICAL RISE-DROP TO EACH FIXTURE, BRANCH PIPING TO VERTICAL RISE-DROP SHALL BE A MINIMUM OF 3/4" UNLESS NOTED OTHERWISE. 3) SIZES SHOWN ARE MINIMUMS. SIZES SHOWN ON THE DRAWING THAT ARE LARGER THAN THE SIZES LISTED IN THE SCHEDULE SHALL DICTATE THE ROUGH-IN SIZE. PLUMBING FIXTURE ROUGH-IN SCHEDULE FIXTURE DESCRIPTION DOMESTIC CW CW (NOTE 3) DOMESTIC HW (NOTE 3) SANITARY (NOTE 3) VENT (NOTE 3)REMARKS FLOOR DRAIN/FLOOR SINK 1/2"-2"2"- HOSE BIBB 3/4"---- LAVATORY/ SINK 1/2"1/2"2"2"NOTE 1 & 2 TRAP PRIMER 1/2"---- WATER CLOSET 1/2"-4"2"NOTE 1 & 2 MOP SINK 3/4"3/4 3"2"NOTE 1 & 2 URINAL 1"-2"2"NOTE 1 & 2 General Notes Revision/ Issue DateNo. M+H Design Group Inc. 440 East Huntington Dr. Suite 300 Arcadia CA 91006 American Plus Bank 128~130 E Huntington Dr. Arcadia, CA Project Name and Address Firm Name and Address Drawing Name Date Scale Sheet ISSUE FOR PLAN CHECK 7/5/24- PLAN CHECK RESUBMIT 3/20/25- 6/7/2025 Plumbing Schedules P1.1 1/8" = 1'-0" DOMESTIC WATER SYSTEM CALCULATIONS HOT WATER TABLE # 184248 LENGTH OF COPPER PIPE TYPE "L" CONTAINING 0.6 GPM 1/2"3/4"1"1 14"1 12" 49'-6"23'-10"14'-0"9'-2"6'-2" 0.012119 0.025142 0.042865 0.065289 0.092413 1.CONTRACTOR SHALL COMPLY WITH HOT WATER TABLE # 184248. 2.CONTRACTOR TO INSTALL HOT WATER PIPING TO NOT ALLOW MORE THAN 0.6 GALLONS OF WATER TO BE DELIVERED TO ANY FIXTURE BEFORE HOT WATER ARRIVES. 3.HOT WATER PIPING SHALL BE INSTALLED AND INSULATED IN ACCORDANCE WITH Section RA 3.6.2 OF THE 2013 CALIFORNIA ENERGY CODE RESIDENTIAL APPENDIX General Notes Revision/ Issue DateNo. M+H Design Group Inc. 440 East Huntington Dr. Suite 300 Arcadia CA 91006 American Plus Bank 128~130 E Huntington Dr. Arcadia, CA Project Name and Address Firm Name and Address Drawing Name Date Scale Sheet ISSUE FOR PLAN CHECK 7/5/24- PLAN CHECK RESUBMIT 3/20/25- 6/7/2025 Plumbing Schedules & Calculations P1.2 None PIPE THROUGH NON-FIRE RATED WALL 6 RATED FIRE BARRIER PENETRATION PIPE SUPPORT DETAIL CONDENSATE TRAP AND DRAIN DETAIL7 1 2 3 5 6 SCHEDULE FOR SINGLE PIPE HANGERS 3/4" THRU 6" PIPE SUPPORT BRACING SCHEDULE SINK/LAVATORY TAILPIECE DETAIL 4 9 General Notes Revision/ Issue DateNo. M+H Design Group Inc. 440 East Huntington Dr. Suite 300 Arcadia CA 91006 American Plus Bank 128~130 E Huntington Dr. Arcadia, CA Project Name and Address Firm Name and Address Drawing Name Date Scale Sheet ISSUE FOR PLAN CHECK 7/5/24- PLAN CHECK RESUBMIT 3/20/25- 6/7/2025 Plumbing Details P1.3 None Ally Bldg. A Bldg. B Existing parking Lot to be resurfaced see Civil Plans Existing Huntington Dr. 6/7/2025 Plumbing Site Plan P2.0 General Notes Revision/ Issue DateNo. M+H Design Group Inc. 440 East Huntington Dr. Suite 300 Arcadia CA 91006 American Plus Bank 128~130 E Huntington Dr. Arcadia, CA Project Name and Address Firm Name and Address Drawing Name Date Scale Sheet ISSUE FOR PLAN CHECK 7/5/24- PLAN CHECK RESUBMIT 3/20/25- 1/8" = 1'-0" 1 2 3 4 5 6 7 8 A B C D E F G H I J 1 2 3 4 A B C D E F 1 G H I J 2 3 4 5 6 Plumbing Bldg. A Floor Plan 1 Plumbing Bldg. A Basement Plan 3 Plumbing Bldg. B Floor Plan 2 DEMOLITON NOTES GENERAL NOTES KEY NOTES 6/7/2025 Plumbing Floor Plans P2.1 1/8" = 1'-0" General Notes Revision/ Issue DateNo. M+H Design Group Inc. 440 East Huntington Dr. Suite 300 Arcadia CA 91006 American Plus Bank 128~130 E Huntington Dr. Arcadia, CA Project Name and Address Firm Name and Address Drawing Name Date Scale Sheet ISSUE FOR PLAN CHECK 7/5/24- PLAN CHECK RESUBMIT 3/20/25- -' / ' 1 )2 I '\. -�- I I I I I I I•� R.D. -+- I I I I•� R.D. I I f±, D rl I I x • • v • • x. • >< • x • • -x • • -.X • - -.2< • -.2< • x • • f4 "VTR I x • � K.U. • I x • • -I I � R.D. I ffu\ \ � I -I , II \\ :Y I ;,\ I AC I\ -:YI I -/ru\ \ :Y /6u\ \ :?I - /tu\ \ :V I \ -:JI - /tu\ \ :V /tu\ \ Lo/ - /lli\ '{ :!!¥ G;'"u\ -\/ ':!Y • /lli\ � :gt - I - -/ "\ / / ' 3 I 4 I 5 )'\. '\. ----� I I I I I I I I I --�-- I I I I I I -_I_T_ I I : AC I I - - - I I I I I I --t--+- I I I i- I I I- - - I ACI I I I -_i___J__ I I I I I I --1 - I I I 1-- - -I I : ACI I I f2 "VTR I ffi8J -' / "\ / "\ 6 l 7 8 '\. '\. -�-- I I I @ - I / I I -R.D.l / ' --I B lI -I I "\ I C ----I l I / R.D.f - - -D lI ' I -/ ' -- - -I E II ' - I "\ D rl ri F l- - - I / -- - -G l I - I / ' H - - -l K.U.L '- I / 1-- - -I I lI - I R.D. r ' J - - -l ,I L ________________________________________ _ Plumbing Roof Plan Bldg. A 1 - - - -''/ I 1 )I 2 )3 1, 4) I ' -�-�---� I / i3"1l0-1(540 SF} T A I - B I /cu\ /cu\ /cu\ /cu\ C I �y �-Y �-J/ �-Y -' D • •• •I • • • • Ix IX IX IX I 4ilD-1(1,050 SF} • • • • • •••• • • • I)< I)< I)< IX rCIJ, rCIJ, /cu\ rCIJ, E I � � �- / i3"1l0-1(530 SF) r F I '----_./ Plumbing Roof Plan Bldg. B 2 ROOF CEILING GRADE LEVEL 3"RD-:;j\ / G)3"0D (540 SF) {540 SF) I I . 4"RD-1 l - Bldg. B -STORM 4"0D • 4 RD-1 lr-4• HORIZONTAL PIPES 01590 Sf , .- DRAIN SHEET NOTES: -4"0D SIZING BASED PER CPC ,-,4-" HORIZONTAL PIPES TABLE 1101.8 02120 SF KEY NOTES: 1. THE PRIMARY AND SECONDARY STORM PIPING � 4"PIPES TERMINATE THRU SHALL TERMINATE ON THE CONC CURB. PIPING MUST SOUTH FACE OF THE BLDG. THE PIPING IS e-. BE 12" MIN BELOW FF. NOT PERMlfilD TO DISCHARGE TO THE EASTAND SPILL TO THE PROPERTY TO THE EAST OF THIS PROJECT. . -.. RISER DIAGRAM 3 General Notes CEGROUP MFP �o,rnu,Tll',G CNQIJ<,tf�S '"-"'"'.,�au D!"�"� J1�.;;c1-�oos ""'" "'""""..,"",. ·,�, ' ' PLAN CHECK RESUBMIT 3/20/25 ISSUE FOR PLAN CHECK /5/24 No.Revision/ Issue Date Firm Name and Address - M+H Design Group Inc. 440 East Huntington Dr. Suite 300 Arcadia CA 81006 Project Name and Address American Plus Bank 128~130 E Huntington Dr. Arcadia, CA Drawing Name Sheet Plumbing Roof Plans Date 6/7/2025 P2.2 Scale 1/8" = 1'-0" ” ” “” ” ” ” ” ” ” ” ””” General Notes Revision/ Issue DateNo. M+H Design Group Inc. 440 East Huntington Dr. Suite 300 Arcadia CA 91006 American Plus Bank 128~130 E Huntington Dr. Arcadia, CA Project Name and Address Firm Name and Address Drawing Name Date Scale Sheet ISSUE FOR PLAN CHECK 7/5/24- PLAN CHECK RESUBMIT 3/20/25- 6/7/2025 Plumbing Specifications P3.0 None ” ” ” ” ” ” ” ” ” ” ” ” General Notes Revision/ Issue DateNo. M+H Design Group Inc. 440 East Huntington Dr. Suite 300 Arcadia CA 91006 American Plus Bank 128~130 E Huntington Dr. Arcadia, CA Project Name and Address Firm Name and Address Drawing Name Date Scale Sheet ISSUE FOR PLAN CHECK 7/5/24- PLAN CHECK RESUBMIT 3/20/25- 6/7/2025 Plumbing Specifications P3.1 None ” ” “ ” ” ” “ ” ” Μ General Notes Revision/ Issue DateNo. M+H Design Group Inc. 440 East Huntington Dr. Suite 300 Arcadia CA 91006 American Plus Bank 128~130 E Huntington Dr. Arcadia, CA Project Name and Address Firm Name and Address Drawing Name Date Scale Sheet ISSUE FOR PLAN CHECK 7/5/24- PLAN CHECK RESUBMIT 3/20/25- 6/7/2025 Plumbing Specifications P3.2 1/8" = 1'-0" 13 5 ' - 6 " 3' 62 ' - 8 " 3'-4" 60' AccessibleParking 35' AccessibleParking 8'-5" Existing parking LotExisting 61'-4" (E) ELECTRICAL SERVICE "MS" (E) 800A. BUS 120/208V. 3PHASE, 4 WIRE. G SINGLE LINE DIAGRAM NOT TO SCALE SERVICE ELEVATION NOT TO SCALE SITE PLAN SCALE: 3/32"=1'-0" May 27, 2025 - 4:33pm\\DS918\Projects\2024\Group Arch 2024\128, 130 E Huntington Dr\ELECTRICAL 02-10-25\E-4.dwg May 27, 2025 - 4:32pm\\DS918\Projects\2024\Group Arch 2024\128, 130 E Huntington Dr\ELECTRICAL 02-10-25\E-4.dwg 1 2 3 4 5 6 7 8 A B C D E F G H I J 1 2 3 4 G H I J 1 2 3 4 5 6 A B C D E F BLDG. A GROUND FLOOR POWER PLAN SCALE: 1/8"=1'-0" BLDG. B GROUND FLOOR POWER PLAN SCALE: 1/8"=1'-0" BLDG. A BASEMENT POWER PLAN SCALE: 1/8"=1'-0" May 27, 2025 - 4:31pm\\DS918\Projects\2024\Group Arch 2024\128, 130 E Huntington Dr\ELECTRICAL 02-10-25\E-5 - E-6.dwg BLDG. A ROOF PLAN SCALE: 1/8"=1'-0" BLDG. B ROOF PLAN SCALE: 1/8"=1'-0" 1 2 3 4 5 6 7 8 1 A 2 3 4 A B B C D C E D E F F G H I J May 27, 2025 - 4:31pm\\DS918\Projects\2024\Group Arch 2024\128, 130 E Huntington Dr\ELECTRICAL 02-10-25\E-5 - E-6.dwg BLDG. A GROUND FLOOR LIGHTING PLAN SCALE: 1/8"=1'-0" BLDG. B GROUND FLOOR LIGHTING PLAN SCALE: 1/8"=1'-0" BLDG. A BASEMENT LIGHTING PLAN SCALE: 1/8"=1'-0" 2 3 1 2 3 1 C May 27, 2025 - 4:31pm\\DS918\Projects\2024\Group Arch 2024\128, 130 E Huntington Dr\ELECTRICAL 02-10-25\E-7 - E-8.dwg BLDG. A GROUND FLOOR EM LIGHTING PHOTOMETRIC SCALE: 1/8"=1'-0" BLDG. B GROUND FLOOR EM LIGHTING PHOTOMETRIC SCALE: 1/8"=1'-0" BLDG. A BASEMENT EM LIGHTING PHOTOMETRIC SCALE: 1/8"=1'-0" May 27, 2025 - 4:30pm\\DS918\Projects\2024\Group Arch 2024\128, 130 E Huntington Dr\ELECTRICAL 02-10-25\E-7 - E-8.dwg 0 8'16' G FE A B D C ENTRY CONCRETE PAVEMENT, TO MATCH ADJACENT EXISTING ENTRY POT PLANTS (2 TOTAL) KEY NOTE COLOR /FINISH HARDSCAPE LEGEND NEW ACCESSIBLE PARKING PER ARCH. EXISTING PARKING LOT TO REMAIN, PER ARCH. EXISTING SIGN TO REMAIN EXISTING CONC. STEPS AND PLANTER WALL TO REMAIN EXISTING CONC. GUTTER EXISTING PLANTER TO REMAIN EXISTING CONC. WALKWAY TO REMAIN, PER ARCH. OUTDOOR BENCH, TBD BY OWNER. ROOF OVERHANG, PER ARCH. EXISTING BLDG. COLUMN TO REMAIN ACCESSIBLE PATH PER CIVIL EXISTING FLAG POLE TO BE REMOVED EXISTING PLANTER / PLANTER CURB TO BE REMOVED KEY NOTE DESCRIPTION DEMOLITION LEGEND 3 EXISTING TREE & SHRUB LEGEND E1 EXISTING LIGUSTRUM TREE TO REMAIN EXISTING BRAZILIAN PEPPER TREE TO REMAIN, TRIM AS NEEDED. E2 E3 E4 1 1 EXISTING PLATANUS RACEMOSA/ CALIFORNIA SYCAMORE TREE TO REMAIN EXISTING CALIFORNIA FAN PALM TO REMAIN6 ES1 --EXISTING NANDINA NANA TO REMAIN ES2 --EXISTING PLANTER TO REMAIN, (WHITE LANTANA, SANTA BARBARA SAGE NOTE: PA. -PLANTING AREA, TYP. EXISTING TURF PARKWAY TO REMAINTURF REVISIONS BY DATE SCALE DRAWN JOB SHEET OF SHEETS PR O J E C T N A M E : SH E E T T I T T L E : JYC LANDSCAPE PHONE: (951)317-6825 Email: jennyhye@yahoo.com Renewl Date . Signature Date 12 8 - 1 3 0 E . H U N T I N G T O N D R . AR C A D I A , C A 9 1 0 0 6 AM E R I C A N P L U S B A N K SHEET INDEX: L-1 LANDSCAPE DEMOLITION PLAN L-2 LANDSCAPE PLAN LA N D S C A P E D E M O L I T I O N P L A N C. VIEW TO EXISTING DRIVEWAY ENTRY A. VIEW TO BLDG. A STREET FRONT D. VIEW TO BLDG B SIDE PLANTER B. VIEW TO BLDG. B STREET FRONT E. VIEW TO BLDG. B EXISTING STAIRS & PLANTER F. VIEW TO EXISTING PARKING LOT FROM ALLY G. VIEW TO DRIVEWAY ENTRY FROM ALTA STREET L-3 IRRIGATION PLAN L-4 DETAILS & NOTES 0 8'16' 3 EXISTING TREE & SHRUB LEGEND E1 EXISTING LIGUSTRUM TREE TO REMAIN EXISTING BRAZILIAN PEPPER TREE TO REMAIN, TRIM AS NEEDED. E2 E3 E4 1 1 EXISTING PLATANUS RACEMOSA/ CALIFORNIA SYCAMORE TREE TO REMAIN EXISTING CALIFORNIA FAN PALM TO REMAIN6 ENTRY CONCRETE PAVEMENT, TO MATCH ADJACENT EXISTING ENTRY POT PLANTS (2 TOTAL) KEY NOTE COLOR /FINISH HARDSCAPE LEGEND NEW ACCESSIBLE PARKING PER ARCH. EXISTING PARKING LOT TO REMAIN, PER ARCH. EXISTING SIGN TO REMAIN EXISTING CONC. STEPS AND PLANTER WALL TO REMAIN EXISTING CONC. GUTTER EXISTING PLANTER TO REMAIN EXISTING CONC. WALKWAY TO REMAIN, PER ARCH. ES1 --EXISTING NANDINA NANA TO REMAIN ES2 --EXISTING PLANTER TO REMAIN, (WHITE LANTANA, SANTA BARBARA SAGE OUTDOOR BENCH, TBD BY OWNER. ROOF OVERHANG, PER ARCH. EXISTING BLDG. COLUMN TO REMAIN NOTE: PA. -PLANTING AREA, TYP. EXISTING TURF PARKWAY TO REMAINTURF ACCESSIBLE PATH PER CIVIL ACCENT ART PIECE/ FOUNTAIN/ POT, TBD BY OWNER. 2" DIA. BLACK MEXICAN PEBBLE BOULDER, 2 - 18" H. MAX. S3 GC1 5 GAL LOW .3 LOW 1 GAL LOW .3 27 11 5 GAL LOW 23 40 LOW 5 GAL 5 GAL 63 13 15 GAL 24 3 LOW GC1 V1 1 S2 S1 S4 S5 S6 S7 S8 5 GAL DIETES BICOLOR DIETES BOUGAINVILLEA 'ROSENKA' BOUGAINVILLEA 15 GAL 1' O.C. MOD. .5 LOW 5 GAL DOLICHANDRA UNGUIS-CATI CAT'S CLAW LOW .3 PLANTING LEGEND OSMANTHUS FRAGRANS SWEET OLIVE POT 4 15 GAL S9 5 GAL21 LOW .3 RHAPHIOLEPIS I. 'CLARA' INDIAN HAWTHORN FESTUCA GLAUCA 'ELIJAH BLUE' BLUE FESCUE NANDINA DOMESTICA 'PURPUREA' DWARF 'NANA' NANDINA CALLISTEMON C. 'LITTLE JOHN' 5 GAL SALVIA L. 'SANTA BARBARA' SANTA BARBARA SAGE SENECIO VITALIS 'SERPENTS' BLUE CHALK STICKSFLATS6" O.C.LOW .3 LOW .3 LOW .3 PHORMIUM 'CREAM-DELIGHT' NEW ZEALAND FLAX 16 1 GAL PELARGONIUM P. 'SOFIE CASCADE' IVY GERANIUM (4 PER POT) LOW .3 .3 .3 .3 KALANCHOE LUCIAE PADDLE PLANT .3 .3 REVISIONS BY DATE SCALE DRAWN JOB SHEET OF SHEETS PR O J E C T N A M E : SH E E T T I T T L E : JYC LANDSCAPE PHONE: (951)317-6825 Email: jennyhye@yahoo.com Renewl Date . Signature Date 12 8 - 1 3 0 E . H U N T I N G T O N D R . AR C A D I A , C A 9 1 0 0 6 AM E R I C A N P L U S B A N K LA N D S C A P E P L A N 0 8'16'0 8'16' BF C C BF POC, CONTROLLER AND MAINLINE NOTES REVISIONS BY DATE SCALE DRAWN JOB SHEET OF SHEETS PR O J E C T N A M E : SH E E T T I T T L E : JYC LANDSCAPE PHONE: (951)317-6825 Email: jennyhye@yahoo.com Renewl Date . Signature Date 12 8 - 1 3 0 E . H U N T I N G T O N D R . AR C A D I A , C A 9 1 0 0 6 AM E R I C A N P L U S B A N K I R R I G A T I O N P L A N A N D N O T E S A BACKFLOW PREVENTER AND PRESSURE REGULATOR B GATE VALVE (MANUAL CONTROL VALVE) 1 2 3 4 5 6 7 1 5 7 2 4 6 3 WIRELESS RAIN/FREEZE SENSOR 1/43/4 1/81/21 D TRENCHING SECTION 1 1 2 2 3 3 4 4 5 5 E C CONTROLLER 1 1 2 2 3 5 6 74 3 4 5 6 7 MANUAL FLUSH VALVEO XFS AIR RELIEF VALVELDRIP LINE LAYOUTK SUBSURFACE DRIP LINEM I DRIP REMOTE CONTROL VALVE W/ PRV & DISC FILTER 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 5 1 1 3 2 4 5 6 7 8 9 10 11 8 2 3 4 6 11 10 POT PLANTING 12 9 6 03 BOULDER DETAIL 05 2 1 2 3 1 3 4 4 5 5 6 6 QUICK COUPLERP 1 2 3 4 5 6 7 8 9 10 11 111 2 3 5 4 10 9 8 7 6 DE T A I L S A N D N O T E S PLANTING NOTES L-4 CONSTRUCTION NOTES 1 2 3 2 1 3 2 1 3 07 GROUNDCOVER SPACING 1 2 3 4 5 6 7 8 1 3 2 4 8 5 6 7 SHRUB PLANTING 9 9 10 10 06 REVISIONS BY DATE SCALE DRAWN JOB SHEET OF SHEETS PR O J E C T N A M E : SH E E T T I T T L E : JYC LANDSCAPE PHONE: (951)317-6825 Email: jennyhye@yahoo.com Renewl Date . Signature Date 12 8 - 1 3 0 E . H U N T I N G T O N D R . AR C A D I A , C A 9 1 0 0 6 AM E R I C A N P L U S B A N K 2 6" 6" 1 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 08 VINE PLANTING DETAIL IRRIGATION NOTES: 04 GRAVEL MULCH 1 2 3 4 5 2 6 1 3 6 7 7 4 5 PER PLAN � n � " LO N 00... 00 � ... � � n 00 00... � � N � N 00 � � � 1 o" 1 o" 1 o" [t'. w 1-z :s 0... --++-----------4.5'-----,-+----+----++-------36'-------,-+-----<;l---i__, LO 00 ... � [t'. <{ _J � 0 " 00 ... � � r<) -00 N N 00 ... � � LO 0 C 8" z er: Cw WVCJ aC 481 .o7) [t'. w I-z <{ _J 0... 480.75 WM ( 480.66)TC (479.99)FL ( 480.61 )TC N == (479.95)FL 00 CONSTRUCTION NOTES: G)EXISTING DRIVEWAY APPROACH TO REMAIN ... � @ EXISTING BUILDING TO REMAIN AND PROTECT IN PLACE 8" ... 0 N OJ ... @ EXISTING PLANTERS, STEPS, AND WALKWAYS TO REMAIN. REPAIR ALL BROKEN PORTIONS. @ EXISTING PARKING LOT TO BE RESURFACED(GRIND AND OVERLAY 2" A.C. PAVEMENT OVER EXISTING A.C. PAVEMENT) @ EXISTING TREE TO REMAIN @ EXISTING HANDICAP PARKING TO BE REMOVED (f) EXISTING RAMP TO BE REMOVED TO MATCH EXISTING ELEVATIONS AT LIMIT OF GRADINGAND CONSTRUCT NEW CURB TO MATCH EXISTING CONDITIONS AT LIMIT OF GRADING @ EXISTING WALKWAY TO BE REMOVED AND RECONSTRUCTED @ EXISTING WALKWAY TO BE REMOVED @ EXISTING PLANTER WALL TO BE REMOVED(U) CONSTRUCT NEW WALKWAY @ CONSTRUCT NEW PLANTER WALL ( 480.61 )TC (479.85)FL [t'. w 1-z :s 0... (480.64)TC ( 480.06)FL LJ'\ I 3xm a o_l�·�'c:$!]_J N�-,1� ff) I l�,ct I 2:\ m 0 f/) 14" w F ::J IF SIGNI ::::, I 4 0.83) "' U) -"' OJ ... �"' [t'. t!!J I-z � "' � [t'."' w +-"' z <{"' _J 5tl3.0 "' RO© GRADING AND DRAINAGE PLAN 480.97) "'"' �[L .,, r<) n, 00r<) � q,� 493.80 PARAPET 492.18 ROOF OF GRADING 1.54 @BUSINESS BUILDING (481.51) FF ( 480.72) 0 ( 480.75) ASPHALT P VEMENT _/ 4 ITI I N n I -f/) 00 LL... I 503.19 ROOF T ' ) S/ ��-...L'-..L.L.1...--}-.\..'.tC>ll.;;'CI) __ 503.11 ROOF 481.30) 493.80 PARAPET 492.18 ROOF 481.52 FF 492.00 ROOF ( 480.56) 0.35' H PW ,, ) PARCEL2 (APN: 5773-014-037) tt""LIMIT OF GRADING :r: 0 0 '" " (481.57) FF , FS481.46 (481.50) @BUSINESS BUILDING FF (4'81 .6,n "' "' "' "' "' 1¥!!11 "' "' "' "' � .3£))"' � LO m 0 00 ... □ □ ( 480.66) I N oo·oo' 40" I I IA)480.20) Jl.r,,'60 BUSINESS BUILDING � � 5.05' ( 493.97) I � VV'--I I � II e ('179.'12) I I I � II0(' 79.64) � LO -... � n 0 0 LO ,--- ,,,, ... ,�I� 0 m " ... � I ,--- I ol • IO' LOI II C 0 G: !�00�1 ITT C--0011 �,• C--cu.::, I � .:a:, CD LO CX) LO 0 CJ) CX) z i--1-1 o·----�, o·---1--i cl .55) FF 503.06 ROOF 479.75) I r<) -� OJ... � I rO wm 00 � ITT -m 00 00 " ... ... � � (481.60) FF I (481.45 FS 503.08 ROOF ·----(479.41) ILECTRIC �ox-1;::=�..,.._=i7 ABBREVIATIONS: CBW ......... CONC. BLOCK WALL C&G ......... CURB AND GUTTER D/A ........... DRIVEWAY APRON DWY ......... DRIVEWAY EP ............ EDISON POLE EX ............ EXISTING FH ............ FIRE HYDRANT FL ............ FLOW LINE ELEVATION GM .......... GAS METER LEGEND: (462.1) ....... EXISTING ELEVATION 520.00 ....... PROPOSED ELEVATION -(466')--.... EXISTING CONTOUR -........ DRAINAGE PATTERN - -- -..... EXISTING STRUCTURE ..... PROPOSED STRUCTURE ..... LANDSCAPE AREA ..... FIRE HYDRANT D:'. w � ::::, u z u � �I 0 LL ��NO <I) U) 00 00 " " ...... �� n f­ww ::r:: (J) I w I 0 �<I) LO 00 " ... � ,�w I m (J)'I� I C--1 'T I I _J) ti ..,_, oci I... � I '� I C--j ;;;"... � '"-=-✓I' ' o, o, g,I �Jz ½ - -..... OVER EXCAVATION /RECOMPACTEDMH .......... MAN HOLE SMH ........ SEWER MANHOLE S/W ......... SIDEWALK • • • • • • • : .... OAK TREE DRIP LINE SD ........... STORM DRAIN TBR. ....... TO BE REMOVED TC ........... TOP OF CURB ELEVATION WF .......... WOODEN FENCE WV .......... WATER VALVE DF ........... DEEPEND FOOTING PW ........... PLANTER WALL •z� 10 20 � I ( IN FEET ) 1 inch = 10 ft . EASEMENT NOTES: E1 EASEMENT TO CITY OF ARCADIA FOR PUBLIC ROAD AND HIGHWAY PURPOSES PER BOOK 2155, PAGE 17, OF OFFICIAL RECORDS. E2 EASEMENT TO SOUTHERN CALIFORNIA EDISON COMPANY LTD. FOR PUBLIC UTILITIES PURPOSES PER INST. NO. 3267, RECORDED JUNE 19, 1969, OF OFFICIAL RECORDS E3 EASEMENT TO SOUTHERN CALIFORNIA EDISON COMPANY LTD. FOR UTILITIES PURPOSES PER INST. NO. 86-87 4486, RECORDED JULY 11, 1986, OF OFFICIAL RECORDS. E4 EASEMENT TO PACIFIC BELL LTD. FOR UTILITIES PURPOSES PER INST. NO. 86-1506238, RECORDED NOV 4, 1986, OF OFFICIAL RECORDS E5 EASEMENT TO CITY OF ARCADIA. FOR ALLEY LIGHT PURPOSES PER INST. NO. 87-559915, RECORDED APRIL 10, 1987, OF OFFICIAL RECORDS. EXISTING SEWER LATERAL WCATION TO BE FIELD VERIFIED •Exp. 3-31-27 CIVIL �,,_« OF CALI • �:, □© as �= ll�-= -c;;, N � (J!m� [� � en -<( �-C=i u � -<( � t c::, = w© ct: ID·:-V • [Gtr'l © 0 -<( (J!m 0ct: -------1 (J!m I-� ct: w ID . 'I ,. � -<( :J _J ) . ,w ) ..,. ··(!r-- ) RELEASED REVISIONS ca w > a:::: 0 z z (,0 0 0 -o I-I-I-0 <( C) w ..... (.) 2 wm -a:::: <(0 I- I - (.)_J z Cl) -I-::J <( <((.) I I- -_J 0w . --, w <( <(0 CO LO (.) a:::: C'\I C'\I a:::: a.. .......... <( DRAWN: E.C. CHECKED: DATE: 08-20-2025 JOB NO.: 24-022-041 SCALE: 1 ·=1 o· FILE NAME: C-2SHEET 2 OF 4 0en 0 --r--'°,....,..,.-r--'-'.. X -<( IL.. 0 I() 0 --r--'° ,....,..,. r--'-' w I- 13 REPLACE EXISTING WHEEL STOPS 13 REPLACE EXISTING WHEEL STOPS 13 13 SHEET TITLE: A PROJECT FOR: NO.DESC.DATE SUBMITTAL TYPE: SHEET NUMBER: ISSUE DATE: REVISION SCHEDULE: 12849 CRESTHAVEN DRIVE GROVELAND, CA 95321 707-328-5299 CalgreenEnergyServices.com ISSUED FOR PERMIT CALGREEN SHEET 1 CG1.0 4/7/2025 AM E R I C A N P L U S B A N K 12 8 ~ 1 3 0 E H U N T I N G T O N D R . AR C A D I A , C A CHAPTER 5 NONRESIDENTIAL MANDATORY MEASURES SECTION 5.101 GENERAL 5.101.1 SCOPE The provisions of this chapter outline planning, design and development methods that include environmentally responsible site selection, building design, building siting and development to protect, restore and enhance the environmental quality of the site and respect the integrity of adjacent properties. DIVISION 5.1 PLANNING AND DESIGN 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE NONRESIDENTIAL MANDATORY MEASURES, SHEET 1 (January 2023) Y SECTION 5.102 DEFINITIONS 5.102.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference) CUTOFF LUMINAIRES. Luminaires whose light distribution is such that the candela per 1000 lamp lumens does not numerically exceed 25 (2.5 percent) at an angle of 90 degrees above nadir, and 100 (10 percent) at a vertical angle of 80 degrees above nadir. This applies to all lateral angles around the luminaire. LOW-EMITTING AND FUEL EFFICIENT VEHICLES. Eligible vehicles are limited to the following: 1. Zero emission vehicle (ZEV), enhanced advanced technology PZEV (enhanced AT ZEV) or transitional zero emission vehicles (TZEV) regulated under CCR, Title 13, Section 1962. 2. High-efficiency vehicles, regulated by U.S. EPA, bearing a fuel economy and greenhouse gas rating od 9 oe 10 as regulated under 40 CFR Section 600 Subpart D. NEIGHBORHOOD ELECTRIC VEHICLE (NEV). A motor vehicle that meets the definition of "low-speed vehicle" either in Section 385.5 of the Vehicle Code or in 49CFR571.500 (as it existed on July 1, 2000), and is certified to zero-emission vehicle standards. TENANT-OCCUPANTS. Building occupants who inhabit a building during its normal hours of operation as permanent occupants, such as employees, as distinguished from customers and other transient visitors. VANPOOL VEHICLE. Eligible vehicles are limited to any motor vehicle, other than a motortruck or truck tractor, designed for carrying more than 10 but not more than 15 persons including the driver, which is maintained and used primarily for the nonprofit work-related transportation of adults for the purpose of ridesharing. Note: Source: Vehicle Code, Division 1, Section 668 ZEV. Any vehicle certified to zero-emission standards. SECTION 5.106 SITE DEVELOPMENT 5.106.1 STORM WATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB LESS THAN ONE ACRE OF LAND. Newly constructed projects and additions which disturb less than one acre of land, and are not part of a larger common plan of development or sale, shall prevent the pollution of storm water runoff from the construction activities through one or more of the following measures: 5.106.1.1 Local ordinance. Comply with a lawfully enacted storm water management and/or erosion control ordinance. 5.106.1.2 Best Management Practices (BMPs). Prevent the loss of soil through wind or water erosion by implementing an effective combination of erosion and sediment control and good housekeeping BMPs. 1. Soil loss BMPs that should be considered for implementation as appropriate for each project include, but are not limited to, the following: a. Scheduling construction activity during dry weather, when possible. b. Preservation of natural features, vegetation, soil, and buffers around surface waters. c. Drainage swales or lined ditches to control stormwater flow. d. Mulching or hydroseeding to stabilize disturbed soils. e. Erosion control to protect slopes. f. Protection of storm drain inlets (gravel bags or catch basin inserts). g. Perimeter sediment control (perimeter silt fence, fiber rolls). h. Sediment trap or sediment basin to retain sediment on site. i. Stabilized construction exits. j. Wind erosion control. k. Other soil loss BMPs acceptable to the enforcing agency. 2. Good housekeeping BMPs to manage construction equipment, materials, non-stormwater discharges and wastes that should be considered for implementation as appropriate for each project include, but are not limited to, the following: a. Dewatering activities. b. Material handling and waste management. c. Building materials stockpile management. d. Management of washout areas (concrete, paints, stucco, etc.). e. Control of vehicle/equipment fueling to contractor's staging area. f. Vehicle and equipment cleaning performed off site. g Spill prevention and control. h. Other housekeeping BMPs acceptable to the enforcing agency. DIVISION 5.2 ENERGY EFFICIENCY SECTION 5.201 GENERAL 5.201.1 Scope [BSC-CG]. California Energy Code [DSA-SS]. For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory building standards. DIVISION 5.3 WATER EFFICIENCY AND CONSERVATION SECTION 5.301 GENERAL 5.301.1 Scope. The provisions of this chapter shall establish the means of conserving water use indoors, outdoors and in wastewater conveyance. SECTION 5.302 DEFINITIONS 5.302.1 Definitions. The following terms are defined in Chapter 2 (and are included here for reference) EVAPOTRANSPIRATION ADJUSTMENT FACTOR (ETAF) [DSA-SS]. An adjustment factor when applied to reference evapotranspiration that adjusts for plant factors and irrigation efficiency, which ae two major influences on the amount of water that needs to be applied to the landscape. FOOTPRINT AREA [DSA-SS]. The total area of the furthest exterior wall of the structure projected to natural grade, not including exterior areas such as stairs, covered walkways, patios and decks. METERING FAUCET. A self-closing faucet that dispenses a specific volume of water for each actuation cycle. The volume or cycle duration can be fixed or adjustable. GRAYWATER. Pursuant to Health and Safety Code Section 17922.12, "graywater" means untreated wastewater that has not been contaminated by any toilet discharge, has not been affected by infectious, contaminated, or unhealthy bodily wastes, and does not present a threat from contamination by unhealthful processing, manufacturing, or operating wastes. "Graywater" includes, but is not limited to wastewater from bathtubs, showers, bathroom washbasins, clothes washing machines and laundry tubs, but does not include waste water from kitchen sinks or dishwashers. MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). The California ordinance regulating landscape design, installation and maintenance practices that will ensure commercial, multifamily and other developer installed landscapes greater than 2500 square feet meet an irrigation water budget developed based on landscaped area and climatological parameters. MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). [HCD] The California model ordinance (California Code of Regulations, Title 23, Division 2, Chapter 2.7), regulating landscape design, installation and maintenance practices. Local agencies are required to adopt the updated MWELO, or adopt a local ordinance at least as effective as the MWELO. POTABLE WATER. Water that is drinkable and meets the U.S. Environmental Protection Agency (EPA) Drinking Water Standards. See definition in the California Plumbing Code, Part 5. POTABLE WATER. [HCD] Water that is satisfactory for drinking, culinary, and domestic purposes, and meets the U.S. Environmental Protection Agency (EPA) Drinking Water Standards and the requirements of the Health Authority Having Jurisdiction. RECYCLED WATER. Water which, as a result of treatment of waste, is suitable for a direct beneficial use or a controlled use that would not otherwise occur [Water Code Section 13050 (n)]. Simply put, recycled water is water treated to remove waste matter attaining a quality that is suitable to use the water again. SUBMETER. [HCD 1] A secondary device beyond a meter that measures water consumption of an individual rental unit within a multiunit residential structure or mixed-use residential and commercial structure. (See Civic Code Section 1954.202 (g) and Water code Section 517 for additional details.) WATER BUDGET. Is the estimated total landscape irrigation water use which shall not exceed the maximum applied water allowance calculated in accordance with the Department of Water Resources Model Efficient Landscape Ordinance (MWELO). 5.106.5.3 Electric vehicle (EV) charging. [N] Construction to provide electric vehicle infrastructure and facilitate electric vehicle charging shall comply with Section 5.106.5.3.1 and shall be provided in accordance with regulations in the California Building Code and the California Electrical Code. Exceptions: 1.On a case-by-case basis where the local enforcing agency has determined compliance with this section is not feasible based upon one of the following conditions: a.Where there is no local utility power supply b.Where the local utility is unable to supply adequate power. c.Where there is evidence suitable to the local enforcement agency substantiating the local utility infrastructure design requirements, directly related to the implementation of Section 5.106.5.3, may adversely impact the construction cost of the project. 2. Parking spaces accessible only by automated mechanical car parking systems are not required to comply with this code section 5.106.5.3.1 EV capable spaces. [N] EV capable spaces shall be provided in accordance with Table 5.106.5.3.1 and the following requirements: 1.Raceways complying with the California Electrical Code and no less that 1-inch (25 mm) diameter shall be provided and shall originate at a service panel or a subpanel(s) serving the area, and shall terminate in close proximity to the proposed location of the EV capable and into a suitable listed cabinet, box,enclosure or equivalent. A common raceway may be used to serve multiple EV charging spaces. 2.A service panel or subpanel (s) shall be provided with panel space and electrical load capacity for a dedicated 208/240 volt, 40-ampere minimum branch circuit for each EV capable space, with delivery of 30-ampere minimum to an installed EVSE at each EVCS. 3.The electrical system and any on-site distribution transformers shall have sufficient capacity to supply full rated amperage at each EV capable space. 4.The service panel or subpanel circuit directory shall identify the reserved overcurrent protective devices space(s) as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE." Note: A parking space served by electric vehicle supply equipment or designed as a future EV charging space shall count as at least one standard automobile parking space only for the purpose of complying with any applicable minimum parking space requirements established by an enforcement agency. See vehicle Code Section 22511.2 for further details. ABBREVIATION DEFINITIONS: HCD Department of Housing and Community Development BSC California Building Standards Commission DSA-SS Division of the State Architect, Structural Safety OSHPD Office of Statewide Health Planning and Development LR Low Rise HR High Rise AA Additions and Alterations N New 5.106.4.1.2 Long-term bicycle parking. For new buildings with tenant spaces that have 10 or more tenant-occupants, provide secure bicycle parking for 5 percent of the tenant-occupant vehicular parking spaces with a minimum of one bicycle parking facility. 5.106.4.1.3 For additions or alterations that add 10 or more tenant-occupant vehicular parking spaces, provide secure bicycle parking for 5 percent of the tenant vehicular parking spaces being added, with a minimum of one bicycle parking facility. 5.106.4.1.4 For new shell buildings in phased projects provide secure bicycle parking for 5 percent of the anticipated tenant-occupant vehicular parking spaces with a minimum of one bicycle parking facility. 5.106.4.1.5 Acceptable bicycle parking facility for Sections 5.106.4.1.2, 5.106.4.1.3, and 5.106.4.1.4 shall be convenient from the street and shall meet one of the following: 1. Covered, lockable enclosures with permanently anchored racks for bicycles; 2. Lockable bicycle rooms with permanently anchored racks; or 3. Lockable, permanently anchored bicycle lockers. Note: Additional information on recommended bicycle accommodations may be obtained from Sacramento Area Bicycle Advocates. 5.106.4.2 Bicycle parking. [DSA-SS] For public schools and community colleges, comply with Sections 5.106.4.2.1 and 5.106.4.2.2 5.106.4.2.1 Student bicycle parking. Provide permanently anchored bicycle racks conveniently accessed with a minimum of four two-bike capacity racks per new building. 5.106.4.2.2 Staff bicycle parking. Provide permanent, secure bicycle parking conveniently accessed with a minimum of two staff bicycle parking spaces per new building. Acceptable bicycle parking facilities shall be convenient from the street or staff parking area and shall meet one of the following: 1. Covered, lockable enclosures with permanently anchored racks for bicycles; 2. Lockable bicycle rooms with permanently anchored racks; or 3. Lockable, permanently anchored bicycle lockers. 5.106.4 BICYCLE PARKING. For buildings within the authority of California Building Standards Commission as specified in Section 103, comply with Section 5.106.4.1. For buildings within the authority of the Division of the State Architect pursuant to Section 105, comply with Section 5.106.4.2 5.106.4.1 Bicycle parking. [BSC-CG] Comply with Sections 5.106.4.1.1 and 5.106.4.1.2; or meet the applicable local ordinance, whichever is stricter. 5.106.4.1.1 Short-term bicycle parking. If the new project or an addition or alteration is anticipated to generate visitor traffic, provide permanently anchored bicycle racks within 200 feet of the visitors' entrance, readily visible to passers-by, for 5% of new visitor motorized vehicle parking spaces being added, with a minimum of one two-bike capacity rack. Exception: Additions or alterations which add nine or less visitor vehicular parking spaces. CHAPTER 3 GREEN BUILDING SECTION 301 GENERAL 301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in the application checklists contained in this code. Voluntary green building measures are also included in the application checklists and may be included in the design and construction of structures covered by this code, but are not required unless adopted by a city, county, or city and county as specified in Section 101.7. 301.3 NONRESIDENTIAL ADDITIONS AND ALTERATIONS. [BSC-CG] The provisions of individual sections of Chapter 5 apply to newly constructed buildings, building additions of 1,000 square feet or greater, and/or building alterations with a permit valuation of $200,000 or above (for occupancies within the authority of California Building Standards Commission). Code sections relevant to additions and alterations shall only apply to the portions of the building being added or altered within the scope of the permitted work. A code section will be designated by a banner to indicate where the code section only applies to newly constructed buildings [N] or to additions and/or alterations [A]. When the code section applies to both, no banner will be used. 301.3.1 Nonresidential additions and alterations that cause updates to plumbing fixtures only: Note: On and after January 1, 2014, certain commercial real property, as defined in Civil Code Section 1101.3, shall have its noncompliant plumbing fixtures replaced with appropriate water-conserving plumbing fixtures under specific circumstances. See Civil Code Section 1101.1 et seq. for definitions, types of commercial real property affected, effective dates, circumstances necessitating replacement of noncompliant plumbing fixtures, and duties and responsibilities for ensuring compliance. 301.3.2 Waste Diversion. The requirements of Section 5.408 shall be required for additions and alterations whenever a permit is required for work. 301.4 PUBLIC SCHOOLS AND COMMUNITY COLLEGES. (see GBSC) 301.5 HEALTH FACILITIES. (see GBSC) SECTION 302 MIXED OCCUPANCY BUILDINGS 302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building shall comply with the specific green building measures applicable to each specific occupancy. SECTION 303 PHASED PROJECTS 303.1 PHASED PROJECTS. For shell buildings and others constructed for future tenant improvements, only those code measures relevant to the building components and systems considered to be new construction (or newly constructed) shall apply. 303.1.1 Initial Tenant improvements. The provisions of this code shall apply only to the initial tenant improvements to a project. Subsequent tenant improvements shall comply with the scoping provisions in Section 301.3 non-residential additions and alterations. 5.106.5.3.3 Use of automatic load management systems (ALMS). ALMS shall be permitted for EVCS. When ALMS is installed, the required electrical load capacity specified in Section 5.106.5.3.1 for each EVCS may be reduced when serviced by an EVSE controlled by an ALMS. Each EVSE controlled by an ALMS shall deliver a minimum 30 amperes to an EV when charging one vehicle and shall deliver a minimum 3.3 kW while simultaneously charging multiple EVs. 5.106.5.3.4 Accessible EVCS. When EVSE is installed, accessible EVSC shall be provided in accordance with the California Building Code, Chapter 11B, Section 11B-228.3. Note: For EVCS signs, refer to Caltrans Traffic Operations Policy Directive 13-01 (Zero Emission Vehicle Signs and Pavement Markings) or its successor(s). 5.106.5.4 Electric Vehicle (EV) charging: medium-duty and heavy-duty. [N] Construction shall comply with section 5.106.5.4.1 to facilitate future installation of electric vehicle supply equipment (EVSE). Construction for warehouses, grocery stores and retail stores with planned off-street loading spaces shall also comply with Section 5.106.5.4.1 for future installation of medium- and heavy-duty EVSE. Exceptions: 1.On a case-by-case basis where the local enforcing agency has determined compliance with this section is not feasible based upon one of the following conditions: a.Where there is no local utility power supply. b.Where the local utility is unable to supply adequate power. c.Where there is evidence suitable to the local enforcing agency substantiating that additional local utility infrastructure design requirements, directly related to the implementation of Section 5.106.5.3, may adversely impact the construction cost of the project. When EVSE(s) is/are installed, it shall be in accordance with the California Building Code, the California Electrical Code and as follows: 5.106.5.4.1 Electric vehicle charging readiness requirements for warehouse, grocery stores and retail stores with planned off-street loading spaces. [N]In order to avoid future demolition when adding EV charging supply and distribution equipment, spare raceways(s) or busway(s) and adequate capacity for transformers(s), service panels(s) or subpanel(s) shall be installed at the time of construction in accordance with the California Electrical Code. Construction plans and specifications shall include but are not limited to, the following: 1.The transformer, main service equipment and subpanel shall meet the minimum power requirement in Table 5.106.5.4.1 to accommodate the dedicated branch circuits for the future installation of EVSE. 2.The construction documents shall indicate on or more location(s) convenient to the planned offstreet loading space(s) reserved for medium-and heavy-duty ZEV charging cabinets and charging dispensers, and a pathway reserved for routing of conduit from the termination of the raceway(s) or busway(s) to the charging cabinet(s) and dispenser(s) as shown in Table 5.106.5.4.1 3.Raceway(s) or busway(s) originating at a main service panel or a subpanel(s) serving the area where potential future medium-and heavy-duty EVSE will be located and shall terminate in close proximity to the potential future location of the charging equipments for medium- and heavy-duty vehicles. 4.The raceway(s) or busway(s) shall be sufficient size to carry the minimum additional system load to the future location of the charging for medium- and heavy-duty ZEVs as shown in Table 5.106.5.4.1. TABLE 5.106.5.3.1 TOTAL NUMBER OF ACTUAL PARKING SPACES NUMBER OF REQUIRED EV CAPABLE SPACES NUMBER OF EVCS (EV CAPABLE SPACES PROVIDED WITH EVSE)^2 0-9 0 0 10-25 2 0 26-50 8 2 51-75 13 3 76-100 17 4 101-150 25 6 151-200 35 9 201 AND OVER 20% of total¹25% of EV capable spaces¹ 5.106.8 LIGHT POLLUTION REDUCTION. [N]. l Outdoor lighting systems shall be designed and installed to comply with the following: 1.The minimum requirements in the California Energy Code for Lighting Zones 0-4 as defined in Chapter 10, Section 10-114 of the California Administrative Code; and 2.Backlight (B) ratings as defined in IES TM-15-11 (shown in Table A-1 in Chapter 8); 3.Uplight and Glare ratings as defined in California Energy Code (shown in Tables 130.2-A and 130.2-B in Chapter 8) and 4.Allowable BUG ratings not exceeding those shown in Table 5.106.8, [N] or Comply with a local ordinance lawfully enacted pursuant to Section 101.7, whichever is more stringent. Exceptions: [N] 1. Luminaires that qualify as exceptions in Sections 130.2 (b) and 140.7 of the California Energy Code. 2. Emergency lighting. 3. Building facade meeting the requirements in Table 140.7-B of the California Energy Code, Part 6. 4. Custom lighting features as allowed by the local enforcing agency, as permitted by Section 101.8 Alternate materials, designs and methods of construction. 5. Luminaires with less than 6,200 initial luminaire lumens. TABLE 5.106.8 [N] MAXIMUM ALLOWABLE BACKLIGHT, UPLIGHT AND GLARE (BUG) RATINGS 1,2 ALLOWABLE RATING LIGHTING ZONE LZ0 LIGHTING ZONE LZ1 LIGHTING ZONE LZ2 LIGHTING ZONE LZ3 LIGHTING ZONE LZ4 MAXIMUM ALLOWABLE BACKLIGHT RATING 3 Luminaire greater than 2 mounting heights (MH) from property line N/A No Limit No Limit No Limit No Limit Luminaire back hemisphere is 1-2 MH from property line N/A B2 B3 B4 B4 Luminaire back hemisphere is 0.5-1 MH from property line N/A B1 B2 B3 B3 Luminaire back hemisphere is less than 0.5 MH from property line N/A B0 B0 B1 B2 MAXIMUM ALLOWABLE UPLIGHT RATING (U) For area lighting 3 N/A U0 U0 U0 U0 For all other outdoor lighting,including decorative luminaires N/A U1 U2 U3 UR 5.106.2 STORMWATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB ONE OR MORE ACRES OF LAND. Comply with all lawfully enacted stormwater discharge regulations for projects that (1) disturb one acre or more of land, or (2) disturb less than one acre of land but are part of a larger common plan of development sale. Note: Projects that (1) disturb one acre or more of land, or (2) disturb less than one acre of land but are part of the larger common plan of development or sale must comply with the post-construction requirements detailed in the applicable National Pollutant Discharge Elimination System (NPDES) General permit for Stormwater Discharges Associated with Construction and Land Disturbance Activities issued by the State Water Resources Control Board or the Lahontan Regional Water Quality Control Board (for projects in the Lake Tahoe Hydrologic Unit). The NPDES permits require postconstruction runoff (post-project hydrology) to match the preconstruction runoff (pre-project hydrology) with the installation of postconstruction stormwater management measures. The NPDES permits emphasize runoff reduction through on-site stormwater use, interception, evapotranspiration, and infiltration through nonstructural controls, such as Low Impact Development (LID) practices, and conversation design measures. Stormwater volume that cannot be addressed using nonstructural practices is required to be captured in structural practices and be approved by the enforcing agency. Refer to the current applicable permits on the State Water Resources Control Board website at: www.waterboards.ca.gov/constructionstormwater. Consideration to the stormwater runoff management measures should be given during the initial design process for appropriate integration into site development. N/A Y N/A 1.Where there is insufficient electrical supply. 2.The number of required EVCS (EV capable spaces provided with EVSE) in column 3 count towards the total number of required EV capable spaces shown in column 2. 5.106.5.3.2 Electric vehicle charging stations (EVCS) EV capable spaces shall be provided with EVSE to create EVCS in the number indicated in Table 5.106.5.3.1. The EVCS required by Table 5.106.5.3.1 may be provided with EVSE in any combination of Level 2 and Direct Current Fast Charging (DCFC), except that at least one Level 2 EVSE shall be provided. One EV charger with multiple connectors capable of charging multiple EVs simultaneously shall be permitted if the electrical load capacity required by Section 5.106.5.3.1 for each EV capable space is accumulatively supplied to the EV charger. The installation of each DCFC EVSE shall be permitted to reduce the minimum number of required EV capable spaces without EVSE by five and reduce proportionally the required electrical load capacity to the service panel or subpanel. Y N/A Y N/A Y = YES N/A =NOT APPLICABLE RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) RESPON. PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY 5.106.8.1 Facing- Backlight Luminaries within 2MH of a property line shall be oriented so that the nearest property line is behind the fixture, and shall comply with the backlight rating specified in Table 5.106.8 based on the lighting zone and distance to the nearest point of that property line. Exception: Corners. If two property lines (or two segments of the same property line) have equidistant point to the luminaire, then the luminaire may be oriented so that the intersection of the two lines (the corner) is directly behind the luminaire. The luminaire shall still use the distance to the nearest points(s) on the property lines to determine the required backlight rating. 5.106.8.2 Facing-Glare. For luminaires covered by 5.106.8.1, if a property line also exists within or extends into the front hemisphere within 2MH of the luminaire then the luminaire shall comply with the more stringent glare rating specified in Table 5.106.8 based on the lighting zone and distance to the nearest point on the nearest property line within the front hemisphere. Note: [N] 1.See also California Building Code, Chapter 12, Section 1205.6 for college campus lighting requirements for parking facilities and walkways. 2.Refer to Chapter 8 (Compliance Forms, Worksheets and Reference Material) for IES TM-15-11 Table A-1, California Energy Code Tables 130.2-A and 130.2-B. 3. Refer to the California Building Code for requirements for additions and alterations. 5.106.10 GRADING AND PAVING. Construction plans shall indicate how site grading or a drainage system will manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface water include, but are not limited to, the following: 1.Swales. 2.Water collection and disposal systems. 3.French drains. 4.Water retention gardens. 5.Other water measures which keep surface water away from buildings and aid in groundwater recharge. Exception: Additions and alterations not altering the drainage path. 5.106.12 SHADE TREES [DSA-SS]. Shade Trees shall be planted to comply with Sections 5.106.12.1, 5.106.12.2, and 5.106.12.3. Percentages shown shall be measured at noon on the summer solstice. Landscape irrigation necessary to establish and maintain tree health shall comply with Section 5.304.6. 5.106.12.1 Surface parking areas. Shade tree plantings, minimum #10 container size or equal, shall be installed to provide shade over 50 percent of the parking area within 15 years. Exceptions: Surface parking area covered by solar photovoltaic shade structures with roofing materials that comply with Table A5.106.11.2.2 in Appendix A5 shall be permitted in whole or in part in lieu of shade tree planting. 5.106.12.2 Landscape areas. Shade tress plantings, minimum #10 container size or equal shall be installed to provide shade of 20% of the landscape area within 15 years. Exceptions: Playfields for organized sport activity are not included in the total area calculation. 5.106.12.3. Hardscape areas. Shade tree plantings, minimum #10 container size or equal shall be installed to provide shade over 20 percent of the hardscape area within 15 years. Exceptions: 1.Walks, hardscape areas covered by solar photovoltaic shade structures or shade structures with roofing materials that comply with Table A5.106.11.2.2 in Appendix A5 shall be permitted in whole or in part in lieu of shade tree planting. 2.Designated and marked play areas of organized sport activity are not included in the total area calculation. TABLE 5.106.5.4.1 RACEWAY CONDUIT AND PANEL POWER REQUIREMENTS FOR MEDIUM- AND HEAVY-DUTY EVSE [N] BUILDING TYPE BUILDING SIZE (SQ. FT.) NUMBER OF OFF-STREET LOADING SPACES ADDITIONAL CAPACITY REQUIRED (KVA) FOR RACEWAY & BUSWAY AND TRANSFORMER & PANEL Grocery 10,000 to 90,000 1 or 2 200 3 or Greater 400 Greater than 90,000 1 or Greater 400 Retail 10,000 to 135,000 1 or 2 200 3 or Greater 400 Greater than 135,000 1 or Greater 400 Warehouse 20,000 to 256,000 1 or 2 200 3 or Greater 400 Greater than 256,000 1 or Greater 400 MAXIMUM ALLOWABLE GLARE RATING 5 (G) MAXIMUM ALLOWABLE GLARE RATING 5 (G)N/A G1 G2 G3 G4 MAXIMUM ALLOWABLE GLARE RATING 5 (G)N/A G0 G1 G1 G2 MAXIMUM ALLOWABLE GLARE RATING 5 (G)N/A G0 G0 G1 G1 MAXIMUM ALLOWABLE GLARE RATING 5 (G)N/A G0 G0 G0 G1 1. IESNA Lighting Zones 0 and 5 are not applicable; refer to Lighting Zones as defined in the California Energy Code and Chapter 10 of the Callifornia Administrative Code. 2. For property lines that abut public walkways, bikeways, plazas and parking lots, the property line may be considered to be 5 feet beyond the actual property line for purpose of determining compliance with this section. For property lines that abut public roadways and public transit corridors, the property line may be considered to be the centerline of the public roadway or public transit corridor for the purpose of determining compliance with this section. 3. General lighting luminaires in areas such as outdoor parking, sales or storage lots shall meet these reduced ratings. Decorative luminaries located in these areas shall meet U-value limits for "all other outdoor lighting" NO SITE WORK NO NEW PARKING SPACES NO PLANNED OFF STREET LOADING EXISTING BLDG NO NEW EXTERIOR LIGHTING RE-PAVING ONLY NOT A DSA PROJECT NO SITE WORK NO NEW PARKING SPACES NO NEW PARKING SPACES SHEET TITLE: A PROJECT FOR: NO.DESC.DATE SUBMITTAL TYPE: SHEET NUMBER: ISSUE DATE: REVISION SCHEDULE: 12849 CRESTHAVEN DRIVE GROVELAND, CA 95321 707-328-5299 CalgreenEnergyServices.com ISSUED FOR PERMIT CALGREEN SHEET 2 CG1.1 4/7/2025 5.303.3 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the following: 5.303.3.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank-Type toilets. Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush. 5.303.3.2 Urinals. 5.303.3.2.1 Wall-mounted Urinals. The effective flush volume of wall-mounted urinals shall not exceed 0.125 gallons per flush. 5.303.3.2.2 Floor-mounted Urinals. The effective flush volume of floor-mounted or other urinals shall not exceed 0.5 gallons per flush. 5.303.3.3 Showerheads. [BSC-CG] 5.303.3.3.1 Single showerhead. Showerheads shall have a maximum flow rate of not more than 1.8 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads. 5.303.3.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to allow only one shower outlet to be in operation at a time. Note: A hand-held shower shall be considered a showerhead. DIVISION 5.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY SECTION 5.401 GENERAL 5.401.1 SCOPE. The provisions of this chapter shall outline means of achieving material conservation and resource efficiency through protection of buildings from exterior moisture, construction waste diversion, employment of techniques to reduce pollution through recycling of materials, and building commissioning or testing and adjusting. SECTION 5.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING 5.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65% of the non-hazardous construction and demolition waste in accordance with Section 5.408.1.1, 5.408.1.2 or 5.408.1.3; or meet a local construction and demolition waste management ordinance, whichever is more stringent. 5.408.1.1 Construction waste management plan. Where a local jurisdiction does not have a construction and demolition waste management ordinance, submit a construction waste management plan that: 1. Identifies the construction and demolition waste materials to be diverted from disposal by efficient usage, recycling, reuse on the project or salvage for future use or sale. 2. Determines if construction and demolition waste materials will be sorted on-site (source-separated) or bulk mixed (single stream). 3. Identifies diversion facilities where construction and demolition waste material collected will be taken. 4. Specifies that the amount of construction and demolition waste materials diverted shall be calculated byweight or volume, but not by both. 5.408.1.2 Waste Management Company. Utilize a waste management company that can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with this section. Note: The owner or contractor shall make the determination if the construction and demolition waste material will be diverted by a waste management company. Exceptions to Sections 5.408.1.1 and 5.408.1.2: 1. Excavated soil and land-clearing debris. 2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist. 3. Demolition waste meeting local ordinance or calculated in consideration of local recycling facilities and markets. 5.408.1.3 Waste stream reduction alternative. The combined weight of new construction disposal that does not exceed two pounds per square foot of building area may be deemed to meet the 65% minimum requirement as approved by the enforcing agency. 5.408.1.4 Documentation. Documentation shall be provided to the enforcing agency which demonstrates compliance with Sections 5.408.1.1, through 5.408.1.3. The waste management plan shall be updated as necessary and shall be accessible during construction for examination by the enforcing agency. Notes: 1. Sample forms found in "A Guide to the California Green Building Standards Code (Nonresidential)" located www.dgs.ca.gov/BSC/Resources/Page-Content/Building-Standards-Commission- Resources-List-Folder/CALGreen may be used to assist in documenting compliance with the waste management plan. 2. Mixed construction and demolition debris processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle). 5.408.2 UNIVERSAL WASTE. [A] Additions and alterations to a building or tenant space that meet the scoping provisions in Section 301.3 for nonresidential additions and alterations, shall require verification that Universal Waste items such as fluorescent lamps and ballast and mercury containing thermostats as well as other California prohibited Universal Waste materials are disposed of properly and are diverted from landfills. A list of prohibited Universal Waste materials shall be included in the construction documents. Note: Refer to the Universal Waste Rule link at: http://www.dtsc.ca.gov/universalwaste/ 5.408.3 EXCAVATED SOIL AND LAND CLEARING DEBRIS. 100 percent of trees, stumps, rocks and associated vegetation and soils resulting primarily from land clearing shall be reused or recycled. For a phased project, such material may be stockpiled on site until the storage site is developed. Exception: Reuse, either on or off-site, of vegetation or soil contaminated by disease or pest infestation. Notes: 1. If contamination by disease or pest infestation is suspected, contact the County Agricultural Commissioner and follow its direction for recycling or disposal of the material. 2. For a map of know pest and/or disease quarantine zones, consult with the California Department of Food and Agriculture. (www.cdfa.ca.gov) DIVISION 5.5 ENVIRONMENTAL QUALITY SECTION 5.501 GENERAL 5.501.1 SCOPE. The provisions of this chapter shall outline means of reducing the quantity of air contaminants that are odorous, irritating, and/or harmful to the comfort and well-being of a building's installers, occupants and neighbors. SECTION 5.502 DEFINITIONS 5.502.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference) ARTERIAL HIGHWAY. A general term denoting a highway primarily for through traffic usually on a continuous route. A-WEIGHTED SOUND LEVEL (dBA). The sound pressure level in decibels as measured on a sound level meter using the internationally standardized A-weighting filter or as computed from sound spectral data to which A-weighting adjustments have been made. 1 BTU/HOUR. British thermal units per hour, also referred to as Btu. The amount of heat required to raise one pound of water one degree Fahrenheit per hour, a common measure of heat transfer rate. A ton of refrigeration is 12,000 Btu, the amount of heat required to melt a ton (2,000 pounds) of ice at 320 Fahrenheit. COMMUNITY NOISE EQUIVALENT LEVEL (CNEL). A metric similar to the day-night average sound level (Ldn), except that a 5 decibel adjustment is added to the equivalent continuous sound exposure level for evening hours (7pm to 10pm) in addition to the 10 dB nighttime adjustment used in the Ldn. COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and medium density fiberboard. “Composite wood products” does not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, timber, prefabricated wood I–joists or finger–jointed lumber, all as specified in California Code of Regulations (CCR), Title 17, Section 93120.1(a). Note: See CCR, Title 17, Section 93120.1. DAY-NIGHT AVERAGE SOUND LEVEL (Ldn). The A-weighted equivalent continuous sound exposure level for a 24-hour period with a 10 dB adjustment added to sound levels occurring during nighttime hours (10p.m. to 7 a.m.). DECIBEL (db). A measure on a logarithmic scale of the magnitude of a particular quantity (such as sound pressure, sound power, sound intensity) with respect to a reference quantity. ELECTRIC VEHICLE (EV). An automotive-type vehicle for on-road use, such as passenger automobiles, buses, trucks, vans, neighborhood electric vehicles, electric motorcycles, and the like, primarily powered by an electric motor that draws current from a rechargeable storage battery, fuel cell, photovoltaic array, or other source of electric current. Plug-in hybrid electric vehicles (PHEV) are considered electric vehicles. For purposes of the California Electrical Code, off-road, self-propoelled electric vehicles, such as industrial trucks, hoists, lifts, transports, golf carts, airline ground support equipment, tractors, boats, and the like, are not included. ELECTRIC VEHICLE CHARGING STATION(S) (EVCSj). One or more spaces intended for charging electric vehicles. ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE). The conductors, including the ungrounded, grounded, and equipment grounding conductors and the electric vehicle connectors, attachment plugs, and all other fittings, devices, power outlets, or apparatus installed specifically for the purpose of transferring energy between the premises wiring and the electric vehicle. ENERGY EQUIVALENT (NOISE) LEVEL (Leq). The level of a steady noise which would have the same energy as the fluctuating noise level integrated over the time of period of interest. EXPRESSWAY. An arterial highway for through traffic which may have partial control of access, but which may or may not be divided or have grade separations at intersections. FREEWAY. A divided arterial highway with full control of access and with grade separations at intersections. GLOBAL WARMING POTENTIAL (GWP). The radiative forcing impact of one mass-based unit of a given greenhouse gas relative to an equivalent unit of carbon dioxide over a given period of time. Carbon dioxide is the reference compound with a GWP of one. GLOBAL WARMING POTENTIAL VALUE (GWP VALUE). A 100-year GWP value published by the Intergovernmental Panel on Climate Change (IPCC) in either its Second Assessment Report (SAR) (IPCC, 1995); or its Fourth Assessment A-3 Report (AR4) (IPCC, 2007). The SAR GWP values are found in column "SAR (100-yr)" of Table 2.14.; the AR4 GWP values are found in column "100 yr" of Table 2.14. HIGH-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that is: (a) a chlorofluorocarbon, a hdrochlorofluorocarbon, a hydrofluorocarbon, a perfluorocarbon, or any compound or blend of compounds, with a GWP value equal to or greater than 150, or (B) any ozone depleting substance as defined in Title 40 of the Code of Federal Regulations, Part 82, sec.82.3 (as amended March 10, 2009). LONG RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction, with a radius 1.5 times the pipe diameter. LOW-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that: (A) has a GWP value less than 150, and (B) is not an ozone depleting substance as defined in Title 40 of the Code of Federal Regulations, Part 82, sec.82.3 (as amended March 10, 2009). MERV. Filter minimum efficiency reporting value, based on ASHRAE 52.2–1999. MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a compound to the "Base REactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to hundreths of a gram (g O3/g ROC). PRODUCT-WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to this article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of product (excluding container and packaging). PSIG. Pounds per square inch, guage. REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to ozone formation in the troposphere. SCHRADER ACCESS VALVES. Access fittings with a valve core installed. SHORT RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction, with a radius 1.0 times the pipe diameter. SUPERMARKET. For the purposes of Section 5.508.2, a supermarket is any retail food facility with 8,000 square feet or more conditioned area, and that utilizes either refrigerated display cases, or walk-in coolers or freezers connected to remote compressor units or condensing units. VOC. A volatile organic compound broadly defined as a chemical compound based on carbon chains or rings with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a) . Note: Where specific regulations are cited from different agencies such as SCAQMD, ARB, etc., the VOC definition included in that specific regulation is the one that prevails for the specific measure in question. SECTION 5.503 FIREPLACES 5.503.1 FIREPLACES. Install only a direct-vent sealed-combustion gas or sealed wood-burning fireplace, or a sealed woodstove or pellet stove, and refer to residential requirements in the California Energy Code, Title 24, Part 6, Subchapter 7, Section 150. Woodstoves, pellet stoves and fireplaces shall comply with applicable local ordinances. 5.503.1.1 Woodstoves. Woodstoves and pellet stoves shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certified to meet the emission limits. SECTION 5.504 POLLUTANT CONTROL 5.504.1 TEMPORARY VENTILATION. The permanent HVAC system shall only be used during construction if necessary to condition the building or areas of addition or alteration within the required temperature range for material and equipment installation. If the HVAC system is used during construction, use return air filters with a Minimum Efficiency Reporting Value (MERV) of 8, based on ASHRAE 52.2-1999, or an average efficiency of 30% based on ASHRAE 52.1-1992 Replace all filters immediately prior to occupancy, or, if the building is occupied during alteration, at the conclusion of construction. 5.504.3 Covering of duct openings and protection of mechanical equipment during construction. At the time of rough installation and during storage on the construction site until final startup of the heating, cooling and ventilation equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheetmetal or other methods acceptable to the enforcing agency to reduce the amount of dust, water and debris which may enter the system. 5.410.2.1 Owner's or Owner Representative's Project Requirements (OPR). [N] The expectations and requirements of the building appropriate to its phase shall be documented before the design phase of the project begins. This documentation shall include the following: 1. Environmental and sustainability goals. 2. Building sustainable goals. 3. Indoor environmental quality requirements. 4. Project program, including facility functions and hours of operation, and need for after hours operation. 5. Equipment and systems expectations. 6. Building occupant and operation and maintenance (O&M) personnel expectations. 5.410.2.2 Basis of Design (BOD). [N] A written explanation of how the design of the building systems meets the OPR shall be completed at the design phase of the building project. The Basis of Design document shall cover the following systems: 1. Renewable energy systems. 2. Landscape irrigation systems. 3. Water reuse system. 5.410.2.3 Commissioning plan. [N] Prior to permit issuance a commissioning plan shall be completed to document how the project will be commissioned. The commissioning plan shall include the following: 1. General project information. 2. Commissioning goals. 3. Systems to be commissioned. Plans to test systems and components shall include: a. An explanation of the original design intent. b. Equipment and systems to be tested, including the extent of tests. c. Functions to be tested. d. Conditions under which the test shall be performed. e. Measurable criteria for acceptable performance. 4. Commissioning team information. 5. Commissioning process activities, schedules and responsibilities. Plans for the completion of commissioning shall be included. 5.410.2.4 Functional performance testing. [N] Functional performance tests shall demonstrate the correct installation and operation of each component, system and system-to-system interface in accordance with the approved plans and specifications. Functional performance testing reports shall contain information addressing each of the building components tested, the testing methods utilized, and include any readings and adjustments made. 5.410.2.6 Commissioning report. [N] A report of commissioning process activities undertaken through the design and construction phases of the building project shall be completed and provided to the owner or representative. 5.410.4 TESTING AND ADJUSTING. New buildings less than 10,000 square feet. Testing and adjusting of systems shall be required for new buildings less than 10,000 square feet or new systems to serve an addition or alteration subject to Section 303.1. 5.410.4.2 (Reserved) Note: For energy-related systems under the scope (Section 100) of the California Energy Code, including heating, ventilation, air conditioning (HVAC) systems and controls, indoor lighting system and controls, as well as water heating systems and controls, refer to California Energy Code Section 120.8 for commissioning requirements and Sections 120.5, 120.6, 130.4, and 140.9(b)3 for additional testing requirements of specific systems. 5.410.4.2 Systems. Develop a written plan of procedures for testing and adjusting systems. Systems to be included for testing and adjusting shall include at a minimum, as applicable to the project: 1. Renewable energy systems. 2. Landscape irrigation systems. 3. Water reuse systems. 5.410.4.3 Procedures. Perform testing and adjusting procedures in accordance with manufacturer's specifications and applicable standards on each system. 5.410.4.3.1 HVAC balancing. In addition to testing and adjusting, before a new space-conditioning system serving a building or space is operated for normal use, the system shall be balanced in accordance with the procedures defined by the Testing Adjusting and Balancing Bureau National Standards; the National Environmental Balancing Bureau Procedural Standards; Associated Air Balance Council National Standards or as approved by the enforcing agency. 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE NONRESIDENTIAL MANDATORY MEASURES, SHEET 2 (January 2023) SECTION 5.303 INDOOR WATER USE 5.303.1 METERS. Separate submeters or metering devices shall be installed for the uses described in Sections 503.1.1 and 503.1.2. 5.303.1.1 Buildings in excess of 50,000 square feet. Separate submeters shall be installed as follows: 1. For each individual leased, rented or other tenant space within the building projected to consume more than 100 gal/day (380 L/day), including, but not limited to, spaces used for laundry or cleaners, restaurant or food service, medical or dental office, laboratory, or beauty salon or barber shop. SECTION 5.410 BUILDING MAINTENANCE AND OPERATIONS 5.410.1 RECYCLING BY OCCUPANTS. Provide readily accessible areas that serve the entire building and are identified for the depositing, storage and collection of non-hazardous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics, organic waste, and metals or meet a lawfully enacted local recycling ordinance, if more restrictive. Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code 42649.82 (a)(2)(A) et seq. shall also be exempt from the organic waste portion of this section. 5.410.1.1 Additions. All additions conducted within a 12-month period under single or multiple permits, resulting in an increase of 30% or more in floor area, shall provide recycling areas on site. Exception: Additions within a tenant space resulting in less than a 30% increase in the tenant space floor area. 5.410.1.2 Sample ordinance. Space allocation for recycling areas shall comply with Chapter 18, Part 3, Division 30 of the Public Resources Code. Chapter 18 is known as the California Solid Waste Reuse and Recycling Access Act of 1991 (Act). Note: A sample ordinance for use by local agencies may be found in Appendix A of the document at the CalRecycle’s web site. 5.410.2.5 Documentation and training. [N] A Systems Manual and Systems Operations Training are required, including Occupational Safety and Health Act (OSHA) requirements in California Code of Regulations (CCR), Title 8, Section 5142, and other related regulations. 5.410.2.5.1 Systems manual. [N] Documentation of the operational aspects of the building shall be completed within the systems manual and delivered to the building owner or representative. The systems manual shall include the following: 1. Site information, including facility description, history and current requirements. 2. Site contact information. 3. Basic operations and maintenance, including general site operating procedures, basic troubleshooting, recommended maintenance requirements, site events log. 4. Major systems. 5. Site equipment inventory and maintenance notes. 6. A copy of verifications required by the enforcing agency or this code. 7. Other resources and documentation, if applicable. 5.410.2.5.2 Systems operations training. [N] A program for training of the appropriate maintenance staff for each equipment type and/or system shall be developed and documented in the commissioning report and shall include the following: 1. System/equipment overview (what it is, what it does and with what other systems and/or equipment it interfaces). 2. Review and demonstration of servicing/preventive maintenance. 3. Review of the information in the Systems Manual. 4. Review of the record drawings on the system/equipment. 2. Where separate submeters for individual building tenants are unfeasible, for water supplied to the following subsystems: a. Makeup water for cooling towers where flow through is greater than 500 gpm (30 L/s). b. Makeup water for evaporative coolers greater than 6 gpm (0.04 L/s). c. Steam and hot water boilers with energy input more than 500,000 Btu/h (147 kW). 5.303.1.2 Excess consumption. A separate submeter or metering device shall be provided for any tenant within a new building or within an addition that is projected to consume more than 1,000 gal/day. SECTION 5.304 OUTDOOR WATER USE 5.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Nonresidential developments shall comply with a local water efficient landscape ordinance or the current California Department of Water Resources' Model Water Efficient Landscape Ordinance (MWELO), whichever is more stringent. Notes: 1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code of Regulations, Title 23, Chapter 2.7, Division 2. 2. MWELO and supporting documents, including a water budget calculator, are available at: https://www.water.ca.gov/. 5.304.6 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. For public schools and community colleges, landscape projects as described in Sections 5.304.6.1 and 5.304.6.2 shall comply with the California Department of Water Resources Model Water Efficient Landscape Ordinance (MWELO) commencing with Section 490 of Chapter 2.7, Division 2, Title 23, California Code of Regulations, except that the evapotranspiration adjustment factor (ETAF) shall be 0.65 with an additional water allowance for special landscape areas (SLA) of 0.35. Exception: Any project with an aggregate landscape area of 2,500 square feet or less may comply with the prescriptive measures contained in Appendix D of the MWELO. 5.304.6.1 Newly constructed landscapes. New construction projects with an aggregate landscape area equal to or greater than 500 square feet. 5.304.6.2 Rehabilitated landscapes. Rehabilitated landscape projects with an aggregate landscape area equal to or greater than 1,200 square feet. 5.303.4 COMMERCIAL KITCHEN EQUIPMENT. 5.303.4.1 Food Waste Disposers. Disposers shall either modulate the use of water to no more than 1 gpm when the disposer is not in use (not actively grinding food waste/no-load) or shall automatically shut off after no more than 10 minutes of inactivity. Disposers shall use no more than 8 gpm of water. Note: This code section does not affect local jurisdiction authority to prohibit or require disposer installation. 5.303.5 AREAS OF ADDITION OR ALTERATION. For those occupancies within the authority of the California Building Standards Commission as specified in Section 103, the provisions of Section 5.303.3 and 5.303.4 shall apply to new fixtures in additions or areas of alteration to the building. 5.303.6 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1 of the California Plumbing Code and in Chapter 6 of this code. Y N/A SECTION 5.402 DEFINITIONS 5.402.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference) ADJUST. To regulate fluid flow rate and air patterns at the terminal equipment, such as to reduce fan speed or adjust a damper. BALANCE. To proportion flows within the distribution system, including sub-mains, branches and terminals, according to design quantities. BUILDING COMMISSIONING. A systematic quality assurance process that spans the entire design and construction process, including verifying and documenting that building systems and components are planned, designed, installed, tested, operated and maintained to meet the owner’s project requirements. ORGANIC WASTE. Food waste, green waste, landscape and pruning wste, nonhazardous wood waste, and food soiled paper waste that is mixed in with food waste. TEST. A procedure to determine quantitative performance of a system or equipment SECTION 5.407 WATER RESISTANCE AND MOISTURE MANAGEMENT 5.407.1 WEATHER PROTECTION. Provide a weather-resistant exterior wall and foundation envelope as required by California Building Code Section 1402.2 (Weather Protection), manufacturer's installation instructions or local ordinance, whichever is more stringent. 5.407.2 MOISTURE CONTROL. Employ moisture control measures by the following methods. 5.407.2.1 Sprinklers. Design and maintain landscape irrigation systems to prevent spray on structures. 5.407.2.2 Entries and openings. Design exterior entries and/or openings subject to foot traffic or wind-driven rain to prevent water intrusion into buildings as follows: 5.407.2.2.1 Exterior door protection. Primary exterior entries shall be covered to prevent water intrusion by using nonabsorbent floor and wall finishes within at least 2 feet around and perpendicular to such openings plus at least one of the following: 1. An installed awning at least 4 feet in depth. 2. The door is protected by a roof overhang at least 4 feet in depth. 3. The door is recessed at least 4 feet. 4. Other methods which provide equivalent protection. 5.407.2.2.2 Flashing. Install flashings integrated with a drainage plane. 5.410.2 COMMISSIONING. [N] New buildings 10,000 square feet and over. For new buildings 10,000 square feet and over, building commissioning shall be included in the design and construction processes of the building project to verify that the building systems and components meet the owner’s or owner representative’s project requirements. Commissioning shall be performed in accordance with this section by trained personnel with experience on projects of comparable size and complexity. For I-occupancies that are not regulated by OSHPD or for I-occupancies and L-occupancies that are not regulated y the California Energy Code Section 100.0 Scope, all requirements in Sections 5.410.2 through 5.410.2.6 shall apply. Note: For energy-related systems under the scope (Section 100) of the California Energy Code, including heating, ventilation, air conditioning (HVAC) systems and controls, indoor lighting systems and controls, as well as water heating systems and controls, refer to California Energy Code Section 120.8 for commissioning requirements Commissioning requirements shall include: 1. Owner’s or Owner representative’s project requirements. 2. Basis of design. 3. Commissioning measures shown in the construction documents. 4. Commissioning plan. 5. Functional performance testing. 6. Documentation and training. 7. Commissioning report. Exceptions: 1. Unconditioned warehouses of any size. 2. Areas less than 10,000 square feet used for offices or other conditioned accessory spaces within unconditioned warehouses. 3. Tenant improvements less than 10,000 square feet as described in Section 303.1.1. 4. Open parking garages of any size, or open parking garage areas, of any size, within a structure. Note: For the purposes of this section, unconditioned shall mean a building, area, or room which does not provide heating and or air conditioning. Informational Notes: 1. IAS AC 476 is an accreditation criteria for organizations providing training and/or certification of commissioning personnel. AC 476 is available to the Authority Having Jurisdiction as a reference for qualifications of commissioning personnel. AC 476 des not certify individuals to conduct functional performance tests or to adjust and balance systems. 2. Functional performance testing for heating, ventilation, air conditioning systems and lighting controls must be performed in compliance with the California Energy Code. 5.410.4.4 Reporting. After completion of testing, adjusting and balancing, provide a final report of testing signed by the individual responsible for performing these services. 5.410.4.5 Operation and maintenance (O & M) manual. Provide the building owner or representative with detailed operating and maintenance instructions and copies of guaranties/warranties for each system. O & M instructions shall be consistent with OSHA requirements in CCR, Title 8, Section 5142, and other related regulations. 5.410.4.5.1 Inspections and reports. Include a copy of all inspection verifications and reports required by the enforcing agency. Y N/A Y N/A Y N/ARESPON. PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY Y = YES N/A =NOT APPLICABLE RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) 5.303.3.4 Faucets and fountains. 5.303.3.4.1 Nonresidential Lavatory faucets. Lavatory faucets shall have a maximum flow rate of not more than 0.5 gallons per minute at 60 psi. 5.303.3.4.2 Kitchen faucets. Kitchen faucets shall have a maximum flow rate of not more than 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi. 5.303.3.4.3 Wash fountains. Wash fountains shall have a maximum flow rate of not more than1.8 gallons per minute/20 [rim space (inches) at 60 psi]. 5.303.3.4.4 Metering faucets. Metering faucets shall not deliver more than 0.20 gallons per cycle. 5.303.3.4.5 Metering faucets for wash fountains. Metering faucets for wash fountains shall have a maximum flow rate of not more than 0.20 gallons per minute/20 [rim space (inches) at 60 psi]. Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction. 5.303.3.4.6 Pre-rinse spray value When installed, shall meet the requirements in the California Code of Regulations, Title 20 (Appliance Efficiency Regulations), Section 1605.1 (h)(4) Table H-2, Section 1605.3 (h)(4)(A), and Section 1607 (d)(7), and shall be equipped with an integral automatic shutoff. FOR REFERENCE ONLY:The following table and code section have been reprinted from the California Code of Regulations, Title 20 (Appliance Efficiency Regulations), Section 1605.1 (h)(4) and Section 1605.3 (h)(4)(A). TABLE H-2 STANDARDS FOR COMMERCIAL PRE-RINSE SPRAY VALUES MANUFACTURED ON OR AFTER JANUARY 28, 2019 PRODUCT CLASS [spray force in ounce force (ozf)]MAXIMUM FLOW RATE (gpm) Product Class 1 (≤1.00 Product Class 2 (> 5.0 ozf and ≤1.20 Product Class 3 (> 8.0 ozf)1.28 CONTR- ACTOR CONTR- ACTOR CONTR- ACTOR CONTR- ACTOR CONTR- ACTOR NO FIREPLACE OR STOVE EXIST'G BLDG & METERING PLUMBING ENGINEER NO SHOWERS NO DISPOSER NO LANDSCAPE EXISTING FACADE, NO IRRIG- ATION SPRINKLRS EXCEPTION NO INCREASE IN FLOOR AREA NOT A NEW BLDG NO LANDSCAPE AM E R I C A N P L U S B A N K 12 8 ~ 1 3 0 E H U N T I N G T O N D R . AR C A D I A , C A PLUMBING ENGINEER PLUMBING ENGINEER PLUMBING ENGINEER SHEET TITLE: A PROJECT FOR: NO.DESC.DATE SUBMITTAL TYPE: SHEET NUMBER: ISSUE DATE: REVISION SCHEDULE: 12849 CRESTHAVEN DRIVE GROVELAND, CA 95321 707-328-5299 CalgreenEnergyServices.com ISSUED FOR PERMIT CALGREEN SHEET 3 CG1.2 4/7/2025 5.504.4.3 Paints and coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Coatings Suggested Control Measure, as shown in Table 5.504.4.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed in Table 5.504.4.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in Subsections 4.21, 4.36 and 4.37 of the 2007 California Air Resources Board Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in Table 5.504.4.3 shall apply. 5.504.4.3.1 Aerosol Paints and coatings. Aerosol paints and coatings shall meet the PWMIR Limits for ROC in Section 94522(a)(3) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(c)(2) and (d)(2) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation 8 Rule 49. 5.504.4.4.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the California Department of Public Health,"Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers,"Version 1.2, January 2017 (Emission testing method for California Specifications 01350). See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material 5.504.4.4.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 5.504.4.1. 5.504.4.5 Composite wood products. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure (ATCM) for Composite Wood (17 CCR 93120 et seq.). Those materials not exempted under the ATCM must meet the specified emission limits, as shown in Table 5.504.4.5. 5.504.4.5.3 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following: 1. Product certifications and specifications. 2. Chain of custody certifications. 3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR, Title 17, Section 93120, et seq.). 4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered Wood Association, the Australian AS/NZS 2269 or European 636 3S standards. 5. Other methods acceptable to the enforcing agency. TABLE 5.504.4.1 - ADHESIVE VOC LIMIT1,2 Less Water and Less Exempt Compounds in Grams per Liter ARCHITECTURAL APPLICATIONS CURRENT VOC LIMIT INDOOR CARPET ADHESIVES 50 CARPET PAD ADHESIVES 50 OUTDOOR CARPET ADHESIVES 150 WOOD FLOORING ADHESIVES 100 RUBBER FLOOR ADHESIVES 60 SUBFLOOR ADHESIVES 50 CERAMIC TILE ADHESIVES 65 VCT & ASPHALT TILE ADHESIVES 50 DRYWALL & PANEL ADHESIVES 50 COVE BASE ADHESIVES 50 MULTIPURPOSE CONSTRUCTION ADHESIVES 70 STRUCTURAL GLAZING ADHESIVES 100 SINGLE-PLY ROOF MEMBRANE ADHESIVES 250 OTHER ADHESIVES NOT SPECIFICALLY LISTED 50 SPECIALTY APPLICATIONS PVC WELDING 510 CPVC WELDING 490 ABS WELDING 325 PLASTIC CEMENT WELDING 250 ADHESIVE PRIMER FOR PLASTIC 550 CONTACT ADHESIVE 80 SPECIAL PURPOSE CONTACT ADHESIVE 250 STRUCTURAL WOOD MEMBER ADHESIVE 140 TOP & TRIM ADHESIVE 250 SUBSTRATE SPECIFIC APPLICATIONS METAL TO METAL 30 PLASTIC FOAMS 50 POROUS MATERIAL (EXCEPT WOOD)50 WOOD 30 FIBERGLASS 80 1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED. 2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168, www.arb.ca.gov/DRDB/SC/CURHTML/R1168.PDF TABLE 5.504.4.2 - SEALANT VOC LIMIT Less Water and Less Exempt Compounds in Grams per Liter SEALANTS CURRENT VOC LIMIT ARCHITECTURAL 250 MARINE DECK 760 NONMEMBRANE ROOF 300 ROADWAY 250 SINGLE-PLY ROOF MEMBRANE 450 OTHER 420 SEALANT PRIMERS ARCHITECTURAL NONPOROUS 250 POROUS 775 MODIFIED BITUMINOUS 500 MARINE DECK 760 OTHER 750 NOTE: FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THESE TABLES, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168. TABLE 5.504.4.3 - CONT. GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS COATING CATEGORY CURRENT VOC LIMIT SPECIALTY COATINGS ALUMINUM ROOF COATINGS 400 BASEMENT SPECIALTY COATINGS 400 BITUMINOUS ROOF COATINGS 50 BITUMINOUS ROOF PRIMERS 350 BOND BREAKERS 350 CONCRETE CURING COMPOUNDS 350 CONCRETE/MASONRY SEALERS 100 DRIVEWAY SEALERS 50 DRY FOG COATINGS 150 FAUX FINISHING COATINGS 350 FIRE RESISTIVE COATINGS 350 FLOOR COATINGS 100 FORM-RELEASE COMPOUNDS 250 GRAPHIC ARTS COATINGS (SIGN PAINTS)500 HIGH-TEMPERATURE COATINGS 420 INDUSTRIAL MAINTENANCE COATINGS 250 LOW SOLIDS COATINGS1 120 MAGNESITE CEMENT COATINGS 450 MASTIC TEXTURE COATINGS 100 METALLIC PIGMENTED COATINGS 500 MULTICOLOR COATINGS 250 PRETREATMENT WASH PRIMERS 420 PRIMERS, SEALERS, & UNDERCOATERS 100 REACTIVE PENETRATING SEALERS 350 RECYCLED COATINGS 250 ROOF COATINGS 50 RUST PREVENTATIVE COATINGS 250 SHELLACS: CLEAR 730 OPAQUE 550 SPECIALTY PRIMERS, SEALERS & UNDERCOATERS 100 STAINS 250 STONE CONSOLIDANTS 450 SWIMMING POOL COATINGS 340 TRAFFIC MARKING COATINGS 100 TUB & TILE REFINISH COATINGS 420 WATERPROOFING MEMBRANES 250 WOOD COATINGS 275 WOOD PRESERVATIVES 350 ZINC-RICH PRIMERS 340 1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT COMPOUNDS 2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE. 3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD. TABLE 5.504.4.5 - FORMALDEHYDE LIMITS1 MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION PRODUCT CURRENT LIMIT HARDWOOD PLYWOOD VENEER CORE 0.05 HARDWOOD PLYWOOD COMPOSITE CORE 0.05 PARTICLE BOARD 0.09 MEDIUM DENSITY FIBERBOARD 0.11 THIN MEDIUM DENSITY FIBERBOARD2 0.13 1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIFORNIA CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12. 2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16 INCHES (8 MM). 5.508.2 Supermarket refrigerant leak reduction. New commercial refrigeration systems shall comply with the provisions of this section when installed in retail food stores 8,000 square feet or more conditioned area, and that utilize either refrigerated display cases, or walk-in coolers or freezers connected to remote compressor units or condensing units. The leak reduction measures apply to refrigeration systems containing high-global-warming potential (high-GWP) refrigerants with a GWP of 150 or greater. New refrigeration systems include both new facilities and the replacement of existing refrigeration systems in existing facilities. Exception: Refrigeration systems containing low-global warming potential (low-GWP) refrigerant with a GWP value less than 150 are not subject to this section. Low-GWP refrigerants are nonozone-depleting refrigerants that include ammonia, carbon dioxide (CO2), and potentially other refrigerants. 5.508.2.1 Refrigerant piping. Piping compliant with the California Mechanical Code shall be installed to be accessible for leak protection and repairs. Piping runs using threaded pipe, copper tubing with an outside diameter (OD) less than 1/4 inch, flared tubing connections and short radius elbows shall not be used in refrigerant systems except as noted below. 5.508.2.1.1 Threaded pipe. Threaded connections are permitted at the compressor rack. 5.508.2.1.2 Copper pipe. Copper tubing with an OD less than 1/4 inch may be used in systems with a refrigerant charge of 5 pounds or less. 5.508.2.1.2.1 Anchorage. One-fouth-inch OD tubing shall be securely clamped to a rigid base to keep vibration levels below 8 mils. 5.508.2.1.3 Flared tubing connections. Double-flared tubing connections may be used for pressure controls, valve pilot lines and oil. Exception: Single-flared tubing connections may be used with a multiring seal coated with industrial sealant suitable for use with refrigerants and tightened in accordance with manufacturer's recommendations. 5.508.2.1.4 Elbows. Short radius elbows are only permitted where space limitations prohibit use of long radius elbows. 5.508.2.2 Valves. Valves Valves and fittings shall comply with the California Mechanical Code and as follows. 5.508.2.2.1 Pressure relief valves. For vessels containing high-GWP refrigerant, a rupture disc shall be installed between the outlet of the vessel and the inlet of the pressure relief valve. 5.508.2.2.1.1 Pressure detection. A pressure gauge, pressure transducer or other device shall be installed in the space between the rupture disc and the relief valve inlet to indicate a disc rupture or discharge of the relief valve. 5.508.2.2.2 Access valves. Only Schrader access valves with a brass or steel body are permitted for use. 5.508.2.2.2.1 Valve caps. For systems with a refrigerant charge of 5 pounds or more, valve caps shall be brass or steel and not plastic. 5.508.2.2.2.2 Seal caps. If designed for it, the cap shall have a neoprene O-ring in place. 5.508.2.2.2.2.1 Chain tethers. Chain tethers to fit ovr the stem are required for valves designed to have seal caps. Exception: Valves with seal caps that are not removed from the valve during stem operation. 5.508.2.3 Refrigerated service cases. Refrigerated service cases holding food products containing vinegar and salt shall have evaporator coils of corrosion-resistant material, such as stainless steel; or be coated to prevent corrosion from these substances. 5.508.2.3.1 Coil coating. Consideration shall be given to the heat transfer efficiency of coil coating to maximize energy efficiency. 5.508.2.4 Refrigerant receivers. Refrigerant receivers with capacities greater than 200 pounds shall be fitted with a device tha indicates the level of refrigerant in the receiver. 5.508.2.5 Pressure testing. The system shall be pressure tested during installation prior to evacuation and charging. 5.508.2.5.1 Minimum pressure. The system shall be charged with regulated dry nitrogen and appropriate tracer gas to bring system pressure up to 300 psig minimum. 5.508.2.5.2 Leaks. Check the system for leaks, repair any leaks, and retest for pressure using the same gauge. 5.508.2.5.3 Allowable pressure change. The system shall stand, unaltered, for 24 hours with no more than a +/- one pound pressure change from 300 psig, measured with the same gauge. 5.508.2.6 Evacuation. The system shall be evacuated after pressure testing and prior to charging. 5.508.2.6.1 First vacuum. Pull a system vacuum down to at least 1000 microns (+/- 50 microns), and hold for 30 minutes. 5.508.2.6.2 Second vacuum. Pull a second system vacuum to a minimum of 500 microns and hold for 30 minutes. 5.508.2.6.3 Third vacuum. Pull a third vacuum down to a minimum of 300 microns, and hold for 24 hours with a maximum drift of 100 microns over a 24-hour period. CHAPTER 7 INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS 702 QUALIFICATIONS 702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or certification program. Uncertified persons may perform HVAC installations when under the direct supervision and responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems. Examples of acceptable HVAC training and certification programs include but are not limited to the following: 1. State certified apprenticeship programs. 2. Public utility training programs. 3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations. 4. Programs sponsored by manufacturing organizations. 5. Other programs acceptable to the enforcing agency. 702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be considered by the enforcing agency when evaluating the qualifications of a special inspector: 1. Certification by a national or regional green building program or standard publisher. 2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building performance contractors, and home energy auditors. 3. Successful completion of a third party apprentice training program in the appropriate trade. 4. Other programs acceptable to the enforcing agency. Notes: 1. Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate homes in California according to the Home Energy Rating System (HERS). [BSC-CG] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition, the special inspector shall have a certification from a recognized state, national or international association, as determined by the local agency. The area of certification shall be closely related to the primary job function, as determined by the local agency. Note: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 703 VERIFICATIONS 703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in the appropriate section or identified applicable checklist. 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE NONRESIDENTIAL MANDATORY MEASURES, SHEET 3 (January 2023) SECTION 5.505 INDOOR MOISTURE CONTROL 5.505.1 INDOOR MOISTURE CONTROL. Buildings shall meet or exceed the provisions of California Building Code, CCR, Title 24, Part 2, Sections 1202 (Ventilation) and Chapter 14 (Exterior Walls). For additional measures, see Section 5.407.2 of this code. SECTION 5.506 INDOOR AIR QUALITY 5.506.1 OUTSIDE AIR DELIVERY. For mechanically or naturally ventilated spaces in buildings, meet the minimum requirements of Section 120.1 (Requirements For Ventilation) of the California Energy Code, or the applicable local code, whichever is more stringent, and Division 1, Chapter 4 of CCR, Title 8. 5.506.2 CARBON DIOXIDE (CO2) MONITORING. For buildings or additions equipped with demand control ventilation, CO2 sensors and ventilation controls shall be specified and installed in accordance with the requirements of the California Energy Code, Section 120(c)(4). 5.506.3 Carbon dioxide (CO2) monitoring in classrooms. (DSA-SS) Each public K-12 school classroom, as listed in Table 120.1-A of the California Energy Code, shall be equipped with a carbon dioxide monitor or sensor that meets the following requirements: 1.The monitor or sensor shall be permanently affixed in a tamper-proof manner in each classroom between 3 and 6 feet (914 mm and 1829 mm) above the floor and at least 5 feet (1524 mm) away from door and operable windows. 2.When the monitor or sensor is not integral to an Energy Management Control System (EMCS), the monitor or sensor shall display the carbon dioxide readings on the device. When the sensor is integral to an EMCS, the carbon dioxide readings shall be available to and regularly monitored by facility personnel. 3.A monitor shall provide notification though a visual indicator on the monitor when the carbon dioxide levels in the classroom have exceeded 1,100ppm. A sensor integral to an EMCS shall provide notification to facility personnel through a visual and/or audible indicator when the carbon dioxide levels in the classroom have exceeded 1,100ppm. 4.The monitor or sensor shall measure carbon dioxide levels at minimum 15- minute intervals and shall maintain a record of previous carbon dioxide measurements of not less than 30 days duration. 5.The monitor or sensor used to measure carbon dioxide levels shall have the capacity to measure carbon dioxide levels with a range of 400ppm to 2000ppm or greater. 6.The monitor or sensor shall be certified by the manufacturer to be accurate within 75ppm at 1,000ppm carbon dioxide concentration and shall be certified by the manufacturer to require calibration no more frequently than once every 5 years. SECTION 5.507 ENVIRONMENTAL COMFORT 5.507.4 ACOUSTICAL CONTROL. Employ building assemblies and components with Sound Transmission Class (STC) values determined in accordance with ASTM E 90 and ASTM E 413, or Outdoor-Indoor Sound Transmission Class (OITC) determined in accordance with ASTM E 1332, using either the prescriptive or performance method in Section 5.507.4.1 or 5.507.4.2. Exception: Buildings with few or no occupants or where occupants are not likely to be affected by exterior noise, as determined by the enforcement authority, such as factories, stadiums, storage, enclosed parking structures and utility buildings. Exception: [DSA-SS] For public schools and community colleges, the requirements of this section and all subsections apply only to new construction. 5.507.4.1 Exterior noise transmission, prescriptive method. Wall and roof-ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall meet a composite STC rating of at least 50 or a composite OITC rating of no less than 40, with exterior windows of a minimum STC of 40 or OITC of 30 in the following locations: 1. Within the 65 CNEL noise contour of an airport. Exceptions: 1. Ldn or CNEL for military airports shall be determined by the facility Air Installation Compatible Land Use Zone (AICUZ) plan. 2. Ldn or CNEL for other airports and heliports for which a land use plan has not been developed shall be determined by the local general plan noise element. 2. Within the 65 CNEL or Ldn noise contour of a freeway or expressway, railroad, industrial source or fixed-guideway source as determined by the Noise Element of the General Plan. 5.507.4.1.1. Noise exposure where noise contours are not readily available. Buildings exposed to a noise level of 65 dB Leq - 1-hr during any hour of operation shall have building, addition or alteration exterior wall and roof-ceiling assemblies exposed to the noise source meeting a composite STC rating of at least 45 (or OITC 35), with exterior windows of a minimum STC of 40 (or OITC 30). 5.507.4.2 Performance Method. For buildings located as defined in Section 5.507.4.1 or 5.507.4.1.1, wall and roof-ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall be constructed to provide an interior noise environment attributable to exterior sources that does not exceed an hourly equivalent noise level (Leq-1Hr) of 50 dBA in occupied areas during any hour of operation. 5.507.4.2.1 Site Features. Exterior features such as sound walls or earth berms may be utilized as appropriate to the building, addition or alteration project to mitigate sound migration to the interior. 5.507.4.2.2 Documentation of Compliance. An acoustical analysis documenting complying interior soundlevels shall be prepared by personnel approved by the architect or engineer of record. 5.507.4.3 Interior sound transmission. Wall and floor-ceiling assemblies separating tenant spaces and tenant spaces and public places shall have an STC of at least 40. Note: Examples of assemblies and their various STC ratings may be found at the California Office of Noise Control: www.toolbase.org/PDF/CaseStudies/stc_icc_ratings.pdf. SECTION 5.508 OUTDOOR AIR QUALITY 5.508.1 Ozone depletion and greenhouse gas reductions. Installations of HVAC, refrigeration and fire suppression equipment shall comply with Sections 5.508.1.1 and 5.508.1.2. 5.508.1.1 Chlorofluorocarbons (CFCs). Install HVAC, refrigeration and fire suppression equipment that do not contain CFCs. 5.508.1.2 Halons. Install HVAC, refrigeration and fire suppression equipment that do not contain Halons. 5.504.4.6 Resilient flooring systems. Where resilient flooring is installed, at least 80 percent of floor area receiving resilient flooring shall meet the requirements of the California Department of Public Health,"Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specifications 01350) See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material 5.504.4.6.1 Verification of compliance. Documentation shall be provided verifying that resilient flooring materials meet the pollutant emission limits. 5.504.4.7 Thermal insulation Comply with the requirements of the California Department of Public Health, "Standard Method of the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, "Version 1.2, January 1.2, January 2017 (Emission testing method for California Specification 01350). See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material 5.504.4.7.1 Verification of compliance. Documentation shall be provided verifying that thermal insulation materials meet the pollutant emission limits. 5.504.4.8 Acoustical ceiling and wall panels. Comply with the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, " Version 1.2, January 2017 (Emission testing method for California Specification 01350). See California Department of Public Health's website for certification programs and testing labs. 5.504.4.8.1 Verification of compliance. Documentation shall be provided verifying that acoustical finish materials meet the pollutant emission limits. 5.504.5.3 Filters. In mechanically ventilated buildings, provide regularly occupied areas of the building with air filtration media for outside and return air that provides at least a Minimum Efficiency Reporting Value (MERV) of 13. MERV 13 filters shall be installed prior to occupancy, and recommendations for maintenance with filters of the same value shall be included in the operation and maintenance manual. Exceptions: Existing mechanical equipment. 5.504.5.3.1 Labeling. Installed filters shall be clearly labeled by the manufacturer indicating the MERV rating. 5.504.7 ENVIRONMENTAL TOBACCO SMOKE (ETS) CONTROL. Where outdoor areas are provided for smoking, prohibit smoking within 25 feet of building entries, outdoor air intakes and operable windows and within the building as already prohibited by other laws or regulations; or as enforced by ordinances, regulations or policies of any city, county, city and county, California Community College, campus of the California State University, or campus of the University of California, whichever are more stringent. When ordinances, regulations or policies are not in place, post signage to inform building occupants of the prohibitions. 5.504.4.3.2 Verification. Verification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following: 1. Manufacturer's product specification 2. Field verification of on-site product containers 5.504.4.4 Carpet Systems. All carpet installed in the building interior shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers." Version 1.2, January 2017 (Emission testing method for California Specifications 01350). See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material 5.504.4 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with Sections 5.504.4.1 through 5.504.4.6. 5.504.4.1 Adhesives, sealants and caulks. Adhesives, sealants, and caulks used on the project shall meet the requirements of the following standards: 1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable, or SCAQMD Rule 1168 VOC limits, as shown in Tables 5.504.4.1 and 5.504.4.2. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and trichloroethylene), except for aerosol products as specified in subsection 2, below. 2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than one pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with Section 94507. Y N/A Y N/A Y N/A Y N/ARESPON. PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY Y = YES N/A =NOT APPLICABLE RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) CONTR- ACTOR ARCHITECT EXISTING WALLS & HVAC SYSTEM MECHANICAL ENGINEER NOT A DSA PROJECT EXISTING BLDG. MECHANICAL ENGINEER NOT A SUPER- MARKET CONTR- ACTOR CONTR- ACTOR CONTR- ACTOR ARCHITECT & CONTR- ACTOR ARCHITECT & CONTR- ACTOR ARCHITECT & CONTR- ACTOR INTERIOR REMODEL ONLY ARCHITECT & CONTR- ACTOR MECHANICAL ENGINEER MECHANICAL ENGINEER AM E R I C A N P L U S B A N K 12 8 ~ 1 3 0 E H U N T I N G T O N D R . AR C A D I A , C A T24-1 12 8 E H u n t i n g t o n . B l d g B T I 12 8 E H u n t i n g t o n D r , A r c a d i a , C A 9 1 0 0 6 T24-2 12 8 E H u n t i n g t o n . B l d g B T I 12 8 E H u n t i n g t o n D r , A r c a d i a , C A 9 1 0 0 6 T24-1 12 8 E H u n t i n g t o n . B l d g A T I 12 8 E H u n t i n g t o n D r , A r c a d i a , C A 9 1 0 0 6 T24-2 12 8 E H u n t i n g t o n . B l d g A T I 12 8 E H u n t i n g t o n D r , A r c a d i a , C A 9 1 0 0 6 T24-3 12 8 E H u n t i n g t o n . B l d g A T I 12 8 E H u n t i n g t o n D r , A r c a d i a , C A 9 1 0 0 6 Han Fu Ho M+H Design Group 728 San Salvatore Place San Gabriel CA 91775 2025-05-07C19177 626-226-9349 Projection Address 128 E Huntington Dr, Arcadia, CA 91006 Architect/Contractor M + H Design Group Inc Project Number 202403251 Project Type Commercial Project Description Date 8/8/2024 Cover Sheet Remodel NB Engineering Inc 19119 Colima Rd, Unit 111, Rowland Heights, CA 91748 NB Engineering Inc 19119 Colima Rd, Unit 111, Rowland Heights, CA 91748 626-269-9321 info@nbengineering.net Project No. 202403251 Date:8/8/2024 Soil Report #N/ASoil Engineer N/A Skin Friction Factor Soil Weight 125 pcf Friction Factor Passive Soil Pressure At Rest Soil Pressure Active Soil Pressure (Flat) Allowable Soil Bearing 1500 psf Built-up 6.0 psf Exterior Wood Wall 16psf 22 Gage 1.5B-36 Grade 50 Uniform Allowable Load Table, ASD (psf) For End Lapped Deck 36 / 7 Connection Pattern to Supports with Support Member A992 GR50 Hilti X‑ENP19 PAF 0.25 ≤ t₂ (in.) ↑↑↑↑↑↑↑Outward ‑ or ‑ ↓↓↓↓↓↓↓Inward 1.5B‑36 Roof Deck ⟶2.00 ⟵⟶4.00 ⟵ End Bearing (in.)Interior Bearing (in.) Inward Uniform Allowable Load Table, ASD (psf) Span (ft‑in)4'‑6"5'‑0"5'‑6"6'‑0"6'‑6"7'‑0"7'‑6"8'‑0" 1 Wn/Ω167 135 111 94 80 69 60 53 L/240 112 81 61 47 37 30 24 20 2 Wn/Ω173 141 117 98 84 72 63 56 L/240 ‑‑‑‑‑‑‑55 3 Wn/Ω215 175 145 122 104 90 79 69 L/240 ‑‑132 102 80 64 52 43 Uplift (Outward) Uniform Allowable Load Table, ASD (psf) Span (ft‑in)4'‑6"5'‑0"5'‑6"6'‑0"6'‑6"7'‑0"7'‑6"8'‑0" 1 Wn/Ω176 143 118 99 85 73 64 56.0 Rn/Ω252 227 206 189 174 162 151 142 L/240 128 93 70 54 42 34 28 23 2 Wn/Ω164 133 110 93 79 68 60 52 Rn/Ω201 181 165 151 139 130 121 113 L/240 ‑‑‑‑‑‑58 48 3 Wn/Ω204 166 137 116 99 85 74 65 Rn/Ω229 206 187 172 158 147 137 129 L/240 ‑153 115 89 70 56 45 37 Steel Deck Properties t Fy wdd Id+Id‑Se+Se‑Mn+/ΩMn‑/ΩVn/Ω in ksi psf in.⁴/ft in.⁴/ft in.³/ft in.³/ft lbs‑ft/ft lbs‑ft/ft lbs/ft 0.0295 50 1.6 0.155 0.178 0.169 0.179 422 447 2654 Where:W ≤ Wn/ΩW = Required strength of the governing ASD load combintaion Wn/Ω= Allowable Strength Bare Deck Uniform Load V3.0.2 in accordance with:Date:8/9/2024 AISI S100‑16 (2020) w/ S2‑20 IAPMO UES ER‑0423 IAPMO UES ER‑0652 CAN/CSA‑S136 (R2021) for Canadian references NOTICE: Design defects that could cause injury or death may result from relying on the information in this document without independent verification by a qualified professional. The information in this document is provided “AS IS”. Nucor Corporation and its affiliates expressly disclaim: (i) any and all representations, warranties and conditions and (ii) all liability arising out of or related to this document and the information in it. Page 1 of 1 NB Engineering Inc 19119 Colima Rd, Unit 111 SHEET NUMBER: Rowland Heights, CA 91748 FILE NUMBER: info@nbengineering.net DATE: CONTINUOUS FOOTING DESIGN (Plain Concrete) SOIL BEARING, Sb =(PSF) Concrete Strength f'c = psi UNIFORM LOADS (W)Maximum Point Load To Continuous Footing Location: GL 2 Pmax = L (b * Sb - W) =64 lbs WT (PSF) TRIB (FT) (PLF) Roof 15 x 4 = 60 Maximum Point Load Grade Beam Behavior Wall 84 x 17 = 1428 Floor 0 x 0 = 0 As (IN2) =0.20 Misc. 0 x 0 = 0 d (IN) = 21 Footing Height (FT)= 2 375 ΦMn = Φ5λf'c0.5Sm =16.38541667 Width (FT)= 1.25 O.K.ΦMn = Φ0.85f'cSm =139.2760417 Sm = 1210 in3 W = 1863 Maximum Concrete Shear Total Footing Depth Below Sill 32 ΦVn = Φ4λf'c0.5bwh/3 =18000 MIN WIDTH REQUIRED, (b) b = (W) * (12) / (Sb)= 14.904 (IN) Contin. 15 " wide x 24 " tall T footing Reinforcement Ratio shall be min. 0.002 w/ 2 #4 bars top & 2 #4 bars bottom ρ = 0.002182 O.K. 1500 202403251 8/9/2024 2500 kips- ft kips- ft lbs Masonry Slender Wall LIC# : KW-06017767, Build:20.24.03.04 NB Engineering Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:cmu wall out of plane Project File: 202403251.ec6 Project Title:Engineer:Project ID:Project Descr: Code References Calculations per TMS 402-16, IBC 2021, ASCE 7-16 Load Combinations Used : IBC 2021 General Information Min Allow Out-of-plane Defl Ratio 0.0 =Minimum Vertical Steel %0.0020 8Nom. Wall Thickness in Bar Size 4= Actual Thickness Bar Spacing 16 in 7.625 in = 140 pcf= Rebar "d" distance in == Wall Weight 86.0 psf Wall is Solid Grouted = Temp Diff across thickness deg F= 3.0 Construction Type :Grouted Hollow Concrete Masonry F'm 1.50 ksi Fr - Rupture 61.0 psi U Lower Level Rebar . . .= #Em = f'm *900.0 Max % of bal.0.007115= Block Weight Grout Density Normal Weight Fy - Yield 60.0 ksi Calculations per TMS 402-16, IBC 2021, ASCE 7-16 One-Story Wall Dimensions 17.0 B Roof Attachment A Floor Attachment B Parapet height ft= =Clear Height Top & Bottom Pinned A ft Wall Support Condition Vertical Loads 5.0 0.0450 0.060 Vertical Uniform Loads . . .( Applied per foot of Strip Width) Ledger Load Concentric Load DL : Dead k/ft k/ft Lr : Roof Live Lf : Floor Live S : Snow W : Wind Eccentricity in Wind Loads :Seismic Loads : Lateral Loads 16.0 Fp = Wall Wt. *0.6232 =53.595 psf Full area WIND load psf Wall Weight Seismic Load Input Method :ASCE seismic factors entered SDS Value per ASCE 12.11.1 DSS * I =1.558 Masonry Slender Wall LIC# : KW-06017767, Build:20.24.03.04 NB Engineering Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:cmu wall out of plane Project File: 202403251.ec6 Project Title:Engineer:Project ID:Project Descr: DESIGN SUMMARY Actual Values . . .Allowable Values . . .Governing Load Combination . . . Axial Load Check +1.20D+E ft8.217Location Max Pu / Ag 10.809 psi 0.2 * f'm 300.0 psi Reinforcing Limit Check Max Allow As/bd0.002703Actual As/bd 0.007115 Service Deflection Check E Only Actual Defl. Ratio L/Allowable Defl. Ratio153 150.0PASS PASS Max. Deflection 1.336 in Max. Allow. Defl.1.360 in Moment Capacity Check +0.90D+E Max Mu 2.008 k-ft Phi * Mn 2.820 k-ft Maximum Bending Stress Ratio =0.7122PASS Top Horizontal E Only Base Horizontal E Only 0.4556 k Maximum Reactions . . .for Load Combination.... Results reported for "Strip Width" of 12.0 in 0.4556 k Vertical Reaction +D+Lr 1.567 k Moment Values 0.6 * Design Maximum Combinations - Moments Results reported for "Strip Width" = 12 in. 0.2*f'm*b*t Axial Load Load Combination Phi MnMukPuMcr As RatioAs rho balin^2k-ftk k-ftk-ft Phi Bar 'd' 0.00270.03 2.6827.468 0.150 0.00710.131 0.900.59+1.40D at 16.43 to 17.00 0.00 0.00270.04 2.6827.468 0.150 0.00710.142 0.900.59+1.20D+0.50Lr at 16.43 to 17.00 0.00 0.00270.02 2.6827.468 0.150 0.00710.112 0.900.59+1.20D at 16.43 to 17.00 0.00 0.00270.06 2.7027.468 0.150 0.00710.208 0.900.59+1.20D+1.60Lr at 16.43 to 17.00 0.00 0.00270.32 2.9027.468 0.150 0.00681.027 0.900.59+1.20D+1.60Lr+0.50W at 8.50 to 9.07 0.00 0.00270.30 2.8827.468 0.150 0.00690.931 0.900.59+1.20D+0.50W at 8.50 to 9.07 0.00 0.00270.60 2.8827.468 0.150 0.00680.961 0.900.59+1.20D+0.50Lr+W at 8.50 to 9.07 0.00 0.00270.59 2.8827.468 0.150 0.00690.931 0.900.59+1.20D+W at 8.50 to 9.07 0.00 0.00272.04 2.8927.468 0.150 0.00680.990 0.900.59+1.20D+E at 7.93 to 8.50 0.00 0.00270.59 2.8227.468 0.150 0.00690.698 0.900.59+0.90D+W at 8.50 to 9.07 0.00 0.00272.01 2.8327.468 0.150 0.00690.742 0.900.59+0.90D+E at 7.93 to 8.50 0.00 Moment Values DeflectionsStiffness Design Maximum Combinations - Deflections Results reported for "Strip Width" = 12 in. Axial Load Load Combination I crackedMactualPuMcr Defl. Ratio in^4k-ft k-ft in^4 in^4 ink DeflectionI effectiveI gross 202589.60.0010.01 47.000.679 443.300443.300.59D Only at 9.63 to 10.20 86,787.90.0020.03 47.230.739 443.300443.300.59+D+Lr at 9.63 to 10.20 101263.10.0020.02 47.170.724 443.300443.300.59+D+0.750Lr at 9.63 to 10.20 6,531.30.0310.36 47.370.776 443.300443.300.59+D+0.60W at 8.50 to 9.07 260.10.7841.41 47.370.776 48.209443.300.59+D+0.70E at 8.50 to 9.07 8,268.20.0250.28 47.540.821 443.300443.300.59+D+0.750Lr+0.450W at 8.50 to 9.07 8,617.20.0240.27 47.370.776 443.300443.300.59+D+0.450W at 8.50 to 9.07 453.90.4491.05 47.370.776 49.764443.300.59+D+0.5250E at 8.50 to 9.07 6,629.70.0310.35 46.190.466 443.300443.300.59+0.60D+0.60W at 8.50 to 9.07 261.20.7811.39 46.190.466 47.061443.300.59+0.60D+0.70E at 8.50 to 9.07 152588.60.0010.01 44.630.060 443.300443.300.59Lr Only at 9.63 to 10.20 4,069.40.0500.58 44.390.000 443.300443.300.59W Only at 8.50 to 9.07 152.71.3361.93 44.390.000 44.675443.300.59E Only at 8.50 to 9.07 Top Horizontal Vertical @ Wall Base Reactions - Vertical & Horizontal Base HorizontalLoad Combination D Only 0.0 0.00 1.507kk k Masonry Slender Wall LIC# : KW-06017767, Build:20.24.03.04 NB Engineering Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:cmu wall out of plane Project File: 202403251.ec6 Project Title:Engineer:Project ID:Project Descr: +D+Lr 0.0 0.00 1.567kk k +D+0.750Lr 0.0 0.00 1.552kk k +D+0.60W 0.1 0.08 1.507kk k Top Horizontal Vertical @ Wall Base Reactions - Vertical & Horizontal Base HorizontalLoad Combination +D+0.70E 0.3 0.32 1.507kk k +D+0.750Lr+0.450W 0.1 0.06 1.552kk k +D+0.450W 0.1 0.06 1.507kk k +D+0.5250E 0.2 0.24 1.507kk k +0.60D+0.60W 0.1 0.08 0.904kk k +0.60D+0.70E 0.3 0.32 0.904kk k Lr Only 0.0 0.00 0.060kk k W Only 0.1 0.14 0.000kk k E Only 0.5 0.46 0.000kk k Steel Beam LIC# : KW-06017767, Build:20.24.03.04 NB Engineering Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:bm#1 Project File: 202403251.ec6 Project Title:Engineer:Project ID:Project Descr: CODE REFERENCES Calculations per AISC 360-16, IBC 2021, 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 calculated and added to loadingUniform Load : D = 0.0140, Lr = 0.020 ksf, Tributary Width = 6.0 ft, (roof) .Design OKDESIGN SUMMARY Maximum Bending Stress Ratio =0.354: 1 Load Combination +D+Lr Span # where maximum occurs Span # 1 4.030 k Mn / Omega : Allowable 96.806 k-ft Vn/Omega : Allowable W10x33Section used for this span Span # where maximum occurs Location of maximum on span Span # 1 Load Combination +D+Lr 56.434 k Section used for this span W10x33 Ma : Applied Maximum Shear Stress Ratio =0.071 : 1 0.000 ft 34.254 k-ft Va : Applied 0 <360 283Ratio =0 <180.0 Maximum DeflectionMax Downward Transient Deflection 0.730 in 558Ratio =>=360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 1.444 in Ratio =>=180.Max Upward Total Deflection 0 in Span: 1 : Lr Only n/a Span: 1 : +D+Lrn/a .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 = 34.00 ft 1 0.175 0.035 16.91 16.91 161.67 96.81 1.00 1.00 1.99 84.65 56.43 +D+Lr Dsgn. L = 34.00 ft 1 0.354 0.071 34.25 34.25 161.67 96.81 1.00 1.00 4.03 84.65 56.43 +D+0.750Lr Dsgn. L = 34.00 ft 1 0.309 0.062 29.92 29.92 161.67 96.81 1.00 1.00 3.52 84.65 56.43 +0.60D Dsgn. L = 34.00 ft 1 0.105 0.021 10.15 10.15 161.67 96.81 1.00 1.00 1.19 84.65 56.43 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+Lr 1 1.4439 17.097 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 4.030 4.030 Max Upward from Load Combinations 4.030 4.030 Max Upward from Load Cases 2.040 2.040 D Only 1.990 1.990 +D+Lr 4.030 4.030 +D+0.750Lr 3.520 3.520 +0.60D 1.194 1.194 Steel Beam LIC# : KW-06017767, Build:20.24.03.04 NB Engineering Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:bm#1 Project File: 202403251.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 Lr Only 2.040 2.040 Masonry Beam LIC# : KW-06017767, Build:20.25.07.09 NB Engineering Inc (c) ENERCALC, LLC 1982-2025 DESCRIPTION:lintel NB Engineering Inc 19119 Colima Rd, Unit 111 Rowland Heights, CA 91748 info@nbengineeing.net 6262699321 Project File: 202403251.ec6 Project Title:Engineer:Project ID:Project Descr: Referenced Design Standard(s) : TMS 402-16 Load Combinations Used : IBC 2018 Code References Governing Code : IBC 2021 General Information 1,500.0 24,000.0 900.0 Thickness 8 in Top Clear 6.0 in End Fixity Pin-Pin Bar Spacing 5.0 in Equiv. Solid Thick 7.60 in Wall Weight 86.0 psf E 1,350.0 ksi n 21.481Lateral Wall Weight Seismic Factor 0.0 Calculate vertical beam weight ?Yes Beam is Fully Braced ?Yes Lateral Wind Load 16.0 psf Block Type Normal Wt Btm Clear 4.0 in1.0 # Bar Sets 2 psi ftClear Span 8.0 Rebar Size 5f'm Fs psi Beam Depth 2.0 ft # Bars E/F 1 Em = f'm * Wall Wt Mult. Point Loads 4.0 2.0 0.0 2.10 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 L : Floor LiveDistance Lr : Roof Live S : Snow W : Wind E : EarthquakeDead Load #1 kft #2 kft #3 kft #4 kft Design OKDESIGN SUMMARY Maximum Stress Ratios...Vertical Lateral SRSS Combination fb/Fb 0.4344 0.0 0.4344 : 1.00 fv/Fv 0.3434 0.0 0.3434 : 1.00 Maximum Moment Actual Allowable Vertical Loads 9.552 k-ft 21.992k-ftfor Load Combination :+D+Lr Lateral Loads 0.1535 k-ft 6.939 k-ft for Load Combination :+D+0.60W Maximum Shear Actual Allowable Vertical Loads 14.962 psi 43.571psifor Load Combination :+D+Lr Lateral Loads 0.5069 psi 38.730psi7.930 k-ftMinimum Mn = 1.3 * Fcr * S =for Load Combination :+D+0.60W Vertical StrengthAs 0.620 in^2rho0.004066 np 0.08734k : ((np)^2+2np)^.5-np 0.3396j = 1 - k/3 0.8868 M:mas=Fb k j b d^2/2 25.835 k-ftM:Stl = Fs As j d 21.992 k-ft Lateral Strength (Checking lateral bending for span) As 0.620in^2rho0.004092 np 0.08791k : (np^2+2np)^.5-np 0.3405j = 1 - k/3 0.8865 M:mas=Fb k j b d^2/2 8.119 k-ft M:Stl = Fs As j d 6.939 k-ft Masonry Beam LIC# : KW-06017767, Build:20.25.07.09 NB Engineering Inc (c) ENERCALC, LLC 1982-2025 DESCRIPTION:lintel NB Engineering Inc 19119 Colima Rd, Unit 111 Rowland Heights, CA 91748 info@nbengineeing.net 6262699321 Project File: 202403251.ec6 Project Title:Engineer:Project ID:Project Descr: Load Combination Vertical Lateral Fv k-ft psik-ft k-ft k-ft psipsipsi Mmax Mallow fvFv : Vertfv : Vert Mactual Mallow Detailed Load Combination Results D Only 5.36 21.99 9.22 43.57 0.00 6.94 0.00 38.73 +D+Lr 9.55 21.99 14.96 43.57 0.00 6.94 0.00 38.73 +D+0.750Lr 8.51 21.99 13.53 43.57 0.00 6.94 0.00 38.73 +D+0.60W 5.36 21.99 9.22 43.57 0.15 6.94 0.51 38.73 +D+0.750Lr+0.450W 8.51 21.99 13.53 43.57 0.12 6.94 0.38 38.73 +D+0.450W 5.36 21.99 9.22 43.57 0.12 6.94 0.38 38.73 +0.60D+0.60W 3.22 21.99 5.53 43.57 0.15 6.94 0.51 38.73 +0.60D 3.22 21.99 5.53 43.57 0.00 6.94 0.00 38.73 Masonry Column LIC# : KW-06017767, Build:20.24.03.04 NB Engineering Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:FLUSH PILASTER Project File: 202403251.ec6 Project Title:Engineer:Project ID:Project Descr: Masonry Column LIC# : KW-06017767, Build:20.24.03.04 NB Engineering Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:FLUSH PILASTER Project File: 202403251.ec6 Project Title:Engineer:Project ID:Project Descr: .Code References Calculations per TMS 402-16, IBC 2021, ASCE 7-16 Load Combinations Used : IBC 2021 General Information Material Properties Analysis Settings psi E - Rebar =29,000.0 ksi Tie Bar Size Tie Bar Spacing =6.0 in Column Data =Column width along X-X =7.625 in 23.625 in Column depth along Y-Y Longitudinal Bar Size =4.0 Mfactor for Strength Design=0.90 # =Bars per side at +Y & -Y 2 =Bars per side at +X & -X 2 inCover from ties =2.0 inActual Edge to Bar Center 2.625= 3#=psi 32000= 60000= 1,500.0 Fs - Allowable = Fy - Yield Grade 60Rebar Grade 130.0 =900.0 Analysis Method pcf Overall Column Height =Top Pinned, Bottom PinnedEm = f'm * Construction Type =17 ft= 75.0 Solid Grouted Hollow Concrete Masonry = Column Density = End Fixity Condition psiF'm Fr - Rupture psi =Strength Design Y-Y (depth) axis : X-X (width) axis : Unbraced Length for buckling ABOUT X-X Axis = 17 ft, K = 1.0 Unbraced Length for buckling ABOUT Y-Y Axis = 17 ft, K = 1.0 Brace condition for deflection (buckling) along columns : .Service loads entered. Load Factors will be applied for calculations.Applied Loads Column self weight included : 2,764.66 lbs * Dead Load FactorAXIAL LOADS . . . Axial Load at 17.0 ft, Yecc = 2.0 in, D = 2.0, L = 2.10 kBENDING LOADS . . . .DESIGN SUMMARY Pu 0.9 * Pn Mu-x 0.9 * Mn-x : ( TMS 402-16, Sec 5.3.1.3 )( TMS 402-16, Sec. 9.3.4.1.1 ) ( TMS 402-16, Sec. 5.3.1.1(b) ) Governing K * Lu / Dimension <= 30( TMS 402-16, Sec. 5.3.1.1(a) ) 2.201 Ry 6.820 Rx PASS Maximum SERVICE Load Reactions . . Top along X-X 0.040 k Bottom along X-X 0.040 k Maximum SERVICE Load Deflections . . . 0.062Load Combination : 1 Along x-x Location of max.above base 0.019 +1.20D+1.60L in at 9.926 ft above base for load combination :+D+L At maximum location values are . . . 17.000 ft Bending Check Results Maximum Bending Stress Ratio = k-ft Reinforcing Area Check Pa = 0.80 [ 0.80 f'm (An - Ast) + FyAst) * [1-(h/(140*r))^2]As : Actual Reinforcement 0.800 Compressive Strength 0.450 Min. Side Dim. >= 8" Min. Tie Dia. = 1/4", # 3 bar provided Max Tie Spacing = 7.63 in, Provided = 6.00 in PASS Dimensional Checks PASS Check Column Ties (TMS 402-16, Sec 5.3.1.4) 7.206 180.879 kPASS Min: 0.0025 * An Max: 0.04 * An k k-ft 9.078 146.988 -0.960 15.495 k .Load Combination Results Load Combination Maximum Moments Stress Ratio Location Actual AllowStatusActualAllow Maximum Bending Stress Ratios Maximum Axial Load +1.40D PASS 173.22117.0 6.671 0.4667k-ftkk k-ftft0.03851 12.053 +1.20D+1.60L PASS 146.98817.0 9.078 0.960k-ftkk k-ftft0.06176 15.495 +1.20D+0.50L PASS 146.9880.0 6.768 0.0k-ftkk k-ftft0.04579 15.495 +1.20D PASS 162.2730.0 5.718 0.0k-ftkk k-ftft0.03511 13.726 +0.90D PASS 173.22117.0 4.288 0.30k-ftkk k-ftft0.02476 12.053 .Note: Only non-zero reactions are listed. Load Combination Y-Y Axis Reaction Axial Reaction @ Base @ Top @ Base Maximum Reactions D Only -0.020 0.020 k 4.765 kk +D+L -0.040 0.040 k 6.865 kk Masonry Column LIC# : KW-06017767, Build:20.24.03.04 NB Engineering Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:FLUSH PILASTER Project File: 202403251.ec6 Project Title:Engineer:Project ID:Project Descr: Masonry Column LIC# : KW-06017767, Build:20.24.03.04 NB Engineering Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:FLUSH PILASTER Project File: 202403251.ec6 Project Title:Engineer:Project ID:Project Descr: Note: Only non-zero reactions are listed. Load Combination Y-Y Axis Reaction Axial Reaction @ Base @ Top @ Base Maximum Reactions +D+0.750L -0.035 0.035 k 6.340 kk +0.60D -0.012 0.012 k 2.859 kk L Only -0.021 0.021 k 2.100 kk .Maximum Deflections for Load Combinations Max. Y-Y DeflectionLoad Combination Distance D Only 0.0091 ftin9.926 +D+L 0.0187 ftin9.926 +D+0.750L 0.0163 ftin9.926 +0.60D 0.0055 ftin9.926 L Only 0.0096 ftin9.926 ..Cross Section Interaction Diagram NB Engineering Inc NB FN 202403251 19119 Colima Rd, Unit 111 Eng :jg Rolwand Heights, CA 91748 Date: 8/9/2024 626-2699321 info@nbengineering.net Project Address SS =1.948 g SMS =2.338 g S1 =0.709 g SM1 =1.205 g Fa =1.20 SDS =1.558 g Fv =1.70 SD1 =0.804 g Site Class:Default D Seismic Design Category:D Importance Factor,I:1 Occupancy / Risk Category:II R =5 hn (ft) =17.0 Ct =0.020 x =0.750 Period,T (sec) =0.167 TL (sec) =8.0 =1.3 CS = SDS/(R/I) =0.312 T =0.1674 <= 1.5Ts =0.5156 Meet 11.4.8 Exception 2 NEED NOT TO EXCEED: CS = SD1/(R/I)T =1.440 (Eq. 12.8-3) CS = SD1*TL/(R/I)T2 =N/A ;WHEN T > TL (Eq. 12.8-4) 1.440 NOT LESS THAN: CS = 0.044*SDS*I>= 0.01 =0.069 ASCE7-16 SUP. # 2 (Eq. 12.8-5) CS = 0.5S1/(R/I) =0.071 ;WHEN S1 >= 0.6g (Eq. 12.8-6) 0.071 V = CS*W =0.312 W (Eq. 12.8-1) VDESIGN = 0.284 (0.7, ASCE7-16, 12.4.2.3) Allowable (ASCE7-16, T-12.2-1) (Highest level ht. abv. Base) (ASCE7-16,T-12.8-2) (ASCE7-16,T-12.8-2) (2022 CBC, T-1604.5; ASCE7-16, T-1.5-1) SEISMIC DESIGN: EQUIVALENT LATERAL FORCE PROCEDURE (ASCE-7-16 SEC. 12.8) (ASCE7-16, Sec.11.6) (ASCE7-16, T-1.5-2) (2022 CBC, Sec. 1613.3 ASCE7- 16, Sec.11.4.3) (ASCE7-16, T-20.3-1) (ASCE7-16, Sec.12.8.2.1) (ASCE7-16,Sec.12.3.4) ;WHEN T <= TL (Long Period Transitional Period) (ASCE7-16 Sec. 12.8, Eq. 12.8-2) NB Engineering Inc NB FN 202403251 19119 Colima Rd, Unit 111 Eng :jg Rolwand Heights, CA 91748 Date: 8/9/2024 626-2699321 info@nbengineering.net Number of Story:1 Level Diaph. DL PL Ht. Wall DL F/J Ht. RF 15 17 84 Holdown 25% Reduction NO Strip Diaph. Depth (ft) No. of Walls hx (ft) wx (plf) Cs Fx=CsV (plf) (ASD) RX1 62.0 2 17 2358 0.2836288 668.79671 Strip Diaph. Depth (ft) No. of Walls hx (ft) wx (plf) Cs Fx=CsV (plf) RY1 35.0 2 17 1953 0.2836288 553.927046 Add. Seismic Weight Dia. DL Depth Seismic Dead Load X Direction Y Direction Add. Seismic Weight Dia. DL Depth NB Engineering Inc NB FN 202403251 19119 Colima Rd, Unit 111 Eng :jg Rolwand Heights, CA 91748 Date: 8/9/2024 626-2699321 info@nbengineering.net Condition 28.5.2 1 Building is classified as an enclosed building as defined in Section 26.2 YES 2 Building is a low-rise building as defined in Section 26.2 YES 3 Building is regular-shaped building as defined in Section 26.2 YES 4 Building has an approximately symmetrical cross section with roof slope Ѳ≤45 YES 5 Building is a simple diaphragm building as defined in Section 26.2 YES 6 Building is not classified as flexible as defined in Section 26.2 YES YES 7 8 torsional loads do not govern or the building is exempt from torsional load case YES Mean Roof Height 17.0 (must be less than 60 ft) <35.0 Basic Wind Speed:110 mph per ASCE 7 Fig. 26.5-1A Exposure Category:B per ASCE 7 Sec. 26.7 l = 1 per ASCE 7 Figure 28.5-1 Kzt = 1.0 per ASCE 7 Sec. 26.8, Table 26.8-1, Kzt = (1 + K1K 2 K3)2 Roof Slope:0 /12, Q =0.0 Degrees Case A Case A Zone A Zone B Zone C Zone D Zone A Zone B Zone C Zone D 19.2 -10.0 12.7 -5.9 19.2 -10.0 12.7 -5.9 Zone E Zone F Zone G Zone H Zone E Zone F Zone G Zone H -23.1 -13.1 -16.0 -10.1 -23.1 -13.1 -16.0 -10.1 Case B Case B Zone A 19.2 Zone C 12.7 Zone A 19.2 Zone C 12.7 *Figure 28.6-1 - ps30 (PSF) 35.0 ft 62.0 End Zone Calculation Minimum values of a a = 3.5 10% min. horiz. a = 1.4 ft a = 6.8 0.4 x mean roof height a = 3.0 ft Use a = 3.5 feet for end zones min. a = 3.0 2a =7.0 feet Use ASCE 7-16, CH. 30, Figure 30.4-1 for enclosed buildings, h < 60 ft. INTERIOR ZONE - 4 Suction (neg. pressures)END ZONE - 5 Suction (neg. pressures) Eff. Wind pnet30 Eff. Wind pnet30 16.0 in o.c. sp'g Area (ft2)(psf)16.0 in o.c. sp'g Area (ft2)(psf) 8.0 ft. plate Ht.21.3 19.1 8.0 ft. plate Ht.21.3 23.0 9.0 ft. plate Ht.27.0 18.9 9.0 ft. plate Ht.27.0 22.6 10.0 ft. plate Ht.33.3 18.7 10.0 ft. plate Ht.33.3 22.1 11.0 ft. plate Ht.40.3 18.4 11.0 ft. plate Ht.40.3 21.6 12.0 ft. plate Ht.48.0 18.1 12.0 ft. plate Ht.48.0 21.0 14.0 ft. plate Ht.65.3 17.8 14.0 ft. plate Ht.65.3 20.3 16.0 ft. plate Ht.85.3 17.5 16.0 ft. plate Ht.85.3 19.7 20.0 ft. plate Ht.133.3 17.3 20.0 ft. plate Ht.133.3 19.2 Total Width of Y Direction Total Width of X Direction Component and Cladding (CAC) WIND DESIGN: Simple Diaphgram / Low-Rise ASCE 7 Sec. 28.5 Main Wind-Force Resisting System (MWFRS) Building is not sensitive to dynamic effects and is not subject to channeling effects or buffeting Wall studs @ Wall studs @ ps30 (PSF) Simpl. Design Wind Pressure*ps = lKztps30 (PSF) Horizontal Wind Pressures Wind pressure on Wall Studs Wind pressure on Wall Studs NB Engineering Inc NB FN 202403251 19119 Colima Rd, Unit 111 Eng :jg Rolwand Heights, CA 91748 Date: 8/9/2024 626-2699321 info@nbengineering.net MWFRS - Simple Diaphragm / Low-Rise ASCE 7-16 Sec. 28.5 Design Wind Pressures Total Width of Transverse Face:35 ft End Load MWFRS Min. Governing Zone Strip Case Gable/parapet Hip/pitched Above Below Figure 28.5-1 Per 28.5.4 Wind (plf)Wind (plf) RX1 B 1 N/A 17 120.65 152 152 182.4 N/A 17 107.95 136 136 163.2 N/A 17 107.95 136 136 163.2 N/A 17 107.95 136 136 163.2 N/A 17 107.95 136 136 163.2 N/A 17 107.95 136 136 163.2 N/A 17 107.95 136 136 163.2 Total Width of Longitudinal Face:62 ft End Load MWFRS Min. Governing Zone Strip Case Gable/parapet Hip/pitched Above Below Figure 28.5-1 Per 28.5.4 Wind (plf)Wind (plf) RY1 B 1 0 N/A 17 120.65 152 152 182.4 N/A 17 107.95 136 136 163.2 N/A 17 107.95 136 136 163.2 N/A 17 107.95 136 136 163.2 N/A 17 107.95 136 136 163.2 N/A 17 107.95 136 136 163.2 N/A 17 107.95 136 136 163.2 Roof Level Roof Level Plate Height (ft)Ave. Roof Height (ft) Ave. Roof Height (ft) Plate Height (ft) ps = lKzt ps30 (PSF) Horizontal Wind Pressures X Direction Wind Load Y Direction Wind Load Men-B02Women-B03 Office C-B07 Office C-B08 Board Director Meeting Room B-B04 Office C-B08 Masonry Shear Wall LIC# : KW-06017767, Build:20.24.03.04 NB Engineering Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:TYP. S.W. Project File: 202403251.ec6 Project Title:Engineer:Project ID:Project Descr: Code References Calculations per TMS 402-16, IBC 2021, ASCE 7-16 Load Combinations Used : IBC 2021 General Information f'm 1.50 ksi pcfFy - Rebar 60.0 ksi Phi - Shear 0.80 Em 150.0 ksi Wall Material MASONRY 63.0 1.0 R: Resp. Mod Factor Ie: Seismic Import. Factor Total Wall Height Base Wall Length 17.0 Concrete Density Fy - HJR 70.0 3,120.0 Block Class Min. Bending As %0.00180 Phi : Axial & Flexure 0.90 ksi ft ft Wall Data Analysis Height Wall Offset Wall Length Effective Length 'd' Nominal Block Thickness 63.0 Bottom 748.0 8 ( datum ) 0.00 ft ft ft in in # Chord Cells @ Each End Reinforcing in Field of Wall Vertical Bar Size # Vertical Bar Spacing Horiz. joint reinf. area (HJR) HJR Spacing Bond beam reinf. area Spacing of bond beams In each chord cell: Vertical rebar size # 2 4 16 0 24 0.2 24 4 in in in in Solid GroutedSolid Grout? in Masonry Shear Wall LIC# : KW-06017767, Build:20.24.03.04 NB Engineering Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:TYP. S.W. Project File: 202403251.ec6 Project Title:Engineer:Project ID:Project Descr: Wall Sketch SHEAR ANALYSIS 16.70 +1.20D+E Controlling Mu/(Vud)0.27 Vu : Story Shear Phi Vn Bottom Level Ratio: Vu/PhiVn (controlling) Elements Req'd? for Load Combination Not Req'd 686.45 0.02433 Vn Masonry Vn Steel Vn Max 817.26 40.80 1,323.38 Vertical As >= Av/3 OK Vertical Bar Spacing <= 96"OK k k k k k Special Boundary Vn Masonry + Vn Steel 858.06 k AXIAL ANALYSIS 128.948 +1.40D +1.40D k Pu Phi Pn Bottom Level Ratio: Pu/PhiPn (controlling) H / d Ratio for Load Combination 0.27 0.02061 k Masonry Shear Wall LIC# : KW-06017767, Build:20.24.03.04 NB Engineering Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:TYP. S.W. Project File: 202403251.ec6 Project Title:Engineer:Project ID:Project Descr: BENDING ANALYSIS OKis >= the "a" dimension of the masonry (the compression zone) 748.0 As-flex < As-max ?NA: M/Vd<=1, R<=1.5 Length of defined chord zone Bottom Level Ratio: Mu/PhiMn (controlling) "a" : Flexural compression "d" : Eff depth to tension reinf 2.62 0.2112 Mu for Load Combination Phi Mn 283.90 +1.20D+E 1,344.04 in k k Force Summary Load Combination Values for Wall section Resultant Uplift (k)Overturning Wall Level Vu (k)Ratio LeftMu (k)Pu (k)RightEcc (ft) +1.40D Wall Level : 1 128.948 +1.20D Wall Level : 1 110.527 +1.20D+E Wall Level : 1 283.900 110.52716.700 12.2642.569 +0.90D Wall Level : 1 82.895 +0.90D+E Wall Level : 1 283.900 82.89516.700 9.1983.425 22 ga 1.5PLB-36 Grade 50 Roof Deck Wind Diaphragm Shear For Both Ends Lapped Deck Hilti X‑ENP19 PAF Connections to Supports A992 GR50 Support Member or Equivalent 36 / 7 Perpendicular Connection Pattern to Supports 0.25 ≤ Support Thickness (in.) PunchLok II Connection Sidelap Connections 2 in. Minimum Deck End Bearing Length ASD Allowable Wind Diaphragm Shear Strength Sn/Ω (plf)Generic 3 Span Condition Sidelap Connection Spacing (in.) Span 4'‑6"5'‑0"5'‑6"6'‑0"6'‑6"7'‑0"7'‑6"8'‑0"8'‑6" 4 1404 1404 1404 1404 1404 1404 1270 1117 989 6 1404 1404 1404 1404 1404 1404 1270 1117 989 8 1348 1352 1354 1297 1304 1310 1270 1117 989 12 1166 1091 1124 1061 1093 1040 1070 1023 989 18 907 972 905 846 904 853 807 859 818 24 907 836 773 719 793 746 703 665 728 36 744 680 625 578 671 628 591 557 527 Average Connection Spacing to Supports at Parallel Chords & Collectors (in.) Sidelap Connection Spacing (in.) Span 4'‑6"5'‑0"5'‑6"6'‑0"6'‑6"7'‑0"7'‑6"8'‑0"8'‑6" 4 8 8 7 8 8 8 8 10 11 6 8 8 7 8 8 8 8 10 11 8 9 9 8 8 9 8 8 10 11 12 11 10 9 10 10 11 10 11 11 18 14 12 13 14 13 14 15 14 13 24 14 15 17 18 16 17 18 16 15 36 18 20 22 24 20 21 23 24 26 Page 1 of 2 22 ga 1.5PLB-36 Grade 50 Roof Deck Seismic Diaphragm Shear For Both Ends Lapped Deck Hilti X‑ENP19 PAF Connections to Supports A992 GR50 Support Member or Equivalent 36 / 7 Perpendicular Connection Pattern to Supports 0.25 ≤ Support Thickness (in.) PunchLok II Connection Sidelap Connections 2 in. Minimum Deck End Bearing Length Seismic or Wind Diaphragm Shear Stiffness, G' (kip/in.)Generic 3 Span Condition Sidelap Connection Spacing (in.) Span 4'‑6"5'‑0"5'‑6"6'‑0"6'‑6"7'‑0"7'‑6"8'‑0"8'‑6" 4 189 187 187 185 185 184 184 183 183 6 174 173 172 170 169 169 168 167 167 8 166 165 164 160 159 159 159 155 155 12 156 150 150 145 146 142 143 139 140 18 142 143 138 132 135 130 126 128 125 24 142 135 130 125 128 123 119 115 118 36 133 126 121 115 120 115 111 107 104 ASD Allowable Seismic Diaphragm Shear Strength Sn/Ω (plf)Generic 3 Span Condition Sidelap Connection Spacing (in.) Span 4'‑6"5'‑0"5'‑6"6'‑0"6'‑6"7'‑0"7'‑6"8'‑0"8'‑6" 4 1394 1394 1394 1394 1394 1394 1270 1117 989 6 1283 1276 1269 1264 1260 1256 1252 1117 989 8 1173 1175 1178 1128 1134 1139 1143 1106 989 12 1014 948 977 923 951 904 930 890 914 18 789 846 787 736 786 742 702 747 712 24 789 727 672 625 690 648 611 578 633 36 647 591 544 503 583 546 514 485 458 Average Connection Spacing to Supports at Parallel Chords & Collectors (in.) Sidelap Connection Spacing (in.) Span 4'‑6"5'‑0"5'‑6"6'‑0"6'‑6"7'‑0"7'‑6"8'‑0"8'‑6" 4 7 7 7 7 7 7 7 8 9 6 8 8 7 7 7 8 8 8 9 8 9 9 8 8 9 8 8 8 9 12 11 10 9 10 10 11 10 11 10 18 14 12 13 14 13 14 15 14 13 24 14 15 17 18 16 17 18 16 15 36 18 20 22 24 20 21 23 24 26 Bare Deck Diaphragm V5.3 in accordance with:Date: 8/9/2024 AISI S100‑16 (2020) w/ S2‑20 IAPMO UES ER‑0423 IAPMO UES ER‑0652 CAN/CSA‑S136 (R2021) for Canadian references NOTICE: Design defects that could cause injury or death may result from relying on the information in this document without independent verification by a qualified professional. The information in this document is provided “AS IS”. Nucor Corporation and its affiliates expressly disclaim: (i) any and all representations, warranties and conditions and (ii) all liability arising out of or related to this document and the information in it. Page 2 of 2 NB Engineering Inc Sheet: 19119 Colima Rd, Unit 111 Rowland Heights, CA 91748 Job Number 626-2699321 Designer: info@nbengineering.net Date: Anchorage to Wall Roof Level - walls perpendicular to trusses Wall Geometry: CLEAR SPAN WALLS - Floor to Roof CMU is solid grouted with normal weight SDS =1.558 I = 1.0 tcmu=8.0 in L= 63.0 ft Hr =13.5 ft Wcmu=84 psf Hp =0 ft Ka =1.63 (1+L/100≤2.0) 0.4SDSKaIW (ASCE 7-16 12.14-10) F=1.015816 W F =85.33 psf (ASCE 7-16 12.11-1)Govern Fpmin =5 psf (ASCE 7-16 1.4.5) Fpmin =16.8 psf (ASCE 7-16 1.4.5) Fpmin =27.38 psf (ASCE 7-16 12.11.2.1) Fp =403.18 plf (Allowable Strength) ANCHOR Sub-Purlins spaced at: 4.0 feet o.c. P anch = 1,613 lbs. P anch = 2,258 lbs. for STEEL (1.4 x P anch) 4/4/2025 Anchorage @ Roof = 202403251 J.G. ASD: 1613x0.7 = 1120 # @ anchor Steel Column LIC# : KW-06017767, Build:20.23.08.30 NB Engineering Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:angle anchorage NB Engineering Inc 19119 Colima Rd, Unit 111 Rowland Heights, CA 91748 info@nbengineeing.net 6262699321 Project File: 202403251.ec6 Project Title:Engineer:Project ID:Project Descr: .Code References Calculations per AISC 360-16, IBC 2021, ASCE 7-16 Load Combinations Used : IBC 2021 General Information Steel Stress Grade Top & Bottom PinnedAnalysis Method : 6Overall Column Height Top & Bottom FixityAllowable Strength Fy : Steel Yield ksi29,000.0 ksi Steel Section Name :C3x3.5 36.0 ft E : Elastic Bending Modulus Fully braced against buckling ABOUT X-X Axis Unbraced Length for buckling ABOUT Y-Y Axis = 6 ft, K = 1.0 Brace condition : .Applied Loads Service loads entered. Load Factors will be applied for calculations. Column self weight included : 21.0 lbs * Dead Load Factor AXIAL LOADS . . . Axial Load at 6.0 ft, Yecc = 1.50 in, E = 3.0 k .DESIGN SUMMARY PASS Max. Axial+Bending Stress Ratio =0.1622 Location of max.above base 5.960 ft 2.121 k 23.497 k -0.2607 k-ft Load Combination +D+0.70E Load Combination +D+0.70E 0.5231 k-ft Bending & Shear Check Results PASS Maximum Shear Stress Ratio = 0.04375 k 0.008542 : 1 Location of max.above base 0.0 ft At maximum location values are . . . : 1 At maximum location values are . . . k 2.228 k-ft 0.0 k-ft Pa : Axial Pn / Omega : Allowable Ma-x : Applied Mn-x / Omega : Allowable Ma-y : Applied Mn-y / Omega : Allowable Va : AppliedVn / Omega : Allowable Maximum Load Reactions . . Top along X-X 0.0 k Bottom along X-X 0.0 k Top along Y-Y 0.06250 k Bottom along Y-Y 0.06250 k Maximum Load Deflections . . . Along Y-Y -0.03315 in at 3.503ft above base for load combination :E Only Along X-X 0.0 in at 0.0ft above base for load combination : 5.122 . Maximum Axial + Bending Stress Ratios Maximum Shear Ratios Load Combination Stress Ratio Location Stress Ratio Status LocationStatus Load Combination Results Cbx Cby KxLx/Ry KyLy/Rx D Only PASS PASS0.00 0.000 0.00 ftft0.001 1.00 1.00 0.00 182.74 +D+0.70E PASS PASS5.96 0.009 0.00 ftft0.162 1.00 1.00 0.00 182.74 +D+0.5250E PASS PASS5.96 0.006 0.00 ftft0.122 1.00 1.00 0.00 182.74 +0.60D PASS PASS0.00 0.000 0.00 ftft0.001 1.00 1.00 0.00 182.74 +0.60D+0.70E PASS PASS5.96 0.009 0.00 ftft0.162 1.00 1.00 0.00 182.74 . k k-ft Note: Only non-zero reactions are listed. Load Combination X-X Axis Reaction Y-Y Axis ReactionAxial Reaction @ Base @ Top@ Base @ Base @ Top Maximum Reactions @ Base @ Base@ Top @ Top Mx - End Moments My - End Moments D Only 0.021 +D+0.70E 0.0442.121 -0.044 +D+0.5250E 0.0331.596 -0.033 +0.60D 0.013 +0.60D+0.70E 0.0442.113 -0.044 E Only 0.0633.000 -0.063 k k-ft Item X-X Axis Reaction Y-Y Axis ReactionAxial Reaction @ Base @ Top@ Base @ Base @ Top Extreme Reactions Extreme Value @ Base @ Base@ Top @ Top Mx - End Moments My - End Moments MaximumAxial @ Base 0.0633.000 -0.063 Minimum"0.013 Steel Column LIC# : KW-06017767, Build:20.23.08.30 NB Engineering Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:angle anchorage NB Engineering Inc 19119 Colima Rd, Unit 111 Rowland Heights, CA 91748 info@nbengineeing.net 6262699321 Project File: 202403251.ec6 Project Title:Engineer:Project ID:Project Descr: k k-ft Item X-X Axis Reaction Y-Y Axis ReactionAxial Reaction @ Base @ Top@ Base @ Base @ Top Extreme Reactions Extreme Value @ Base @ Base@ Top @ Top Mx - End Moments My - End Moments MaximumReaction, X-X Axis Base 0.021 Minimum"0.021 MaximumReaction, Y-Y Axis Base 0.021 Minimum"0.0633.000 -0.063 MaximumReaction, X-X Axis Top 0.021 Minimum"0.021 MaximumReaction, Y-Y Axis Top 0.021 Minimum"0.021 MaximumMoment, X-X Axis Base 0.021 Minimum"0.021 MaximumMoment, Y-Y Axis Base 0.021 Minimum"0.021 MaximumMoment, X-X Axis Top 0.021 Minimum"0.021 MaximumMoment, Y-Y Axis Top 0.021 Minimum"0.021 .Maximum Deflections for Load Combinations Max. Deflection in X dir Max. Deflection in Y dir DistanceLoad Combination Distance D Only 0.0000 0.000 0.000 ftftinin0.000 +D+0.70E 0.0000 -0.023 3.503 ftftinin0.000 +D+0.5250E 0.0000 -0.017 3.503 ftftinin0.000 +0.60D 0.0000 0.000 0.000 ftftinin0.000 +0.60D+0.70E 0.0000 -0.023 3.503 ftftinin0.000 E Only 0.0000 -0.033 3.503 ftftinin0.000 .Steel Section Properties :C3x3.5 R xx = 0.394 in Depth =3.000 in R yy = 1.200 in Sw =0.103 in^4 Zy =0.364 in^3 Kdesign =0.688 in J =0.023 in^4 Flange Width =1.370 in Flange Thick = 0.273 in Zx =1.240 in^3 Area = 1.090 in^2 Weight =3.500 plf I xx =1.57 in^4 S xx =1.04 in^3 Cw =0.28 in^6 Ro =1.570 in Web Thick =0.132 in H =0.646 in I yy =0.169 in^4 S yy =0.182 in^3 Wno =1.020 in^2 Qf =0.461 in^3 rts =0.456 in Qw =0.609 in^3 Eo =0.493 in Wn2 =0.000 Xcg =0.443 in Sw2 =0.045 Xp =0.296 in Ycg =0.000 in Sw3 =0.024 Steel Column LIC# : KW-06017767, Build:20.23.08.30 NB Engineering Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:angle anchorage NB Engineering Inc 19119 Colima Rd, Unit 111 Rowland Heights, CA 91748 info@nbengineeing.net 6262699321 Project File: 202403251.ec6 Project Title:Engineer:Project ID:Project Descr: Sketches 2013 MSJC Anchor Bolt Design (MM/DD/YYYY) Allowable Stress Design ***user input indicated by blue cells DATA INPUT AND SUMMARY OF DESIGN Propeties and Geometry Weather or Soil Exposure NO Top or Face Mount Face headed 60000 psi 5/8 in 0.00 in 1500 psi 7.625 in 12.00 in 0.226 in2 5.00 in Loading 495 lbs 0.50 in 4.00 in 1200 lbs Detailed Analysis Check minimum embed. [TMS 402-13 §1.17.6]lb=5.00 in > 2.50 in Check minimum cover [TMS 402-13 §1.16.4.1]covermin=1.50 in t - leb = t - lb =<Satisfactory> Total Tension Force Considering Ecc., baf 1274.25 lbs ***assuming that moment arm is (5/6) of 'd' Determine Tensile Capacity h1=0.00 in s1=0.00 in A1=0.00 in2 h2=0.00 in s2=0.00 in A2=0.00 in2 78.54 in 2 [TMS 402-13 Eqn. 8-1]Masonry Tensile Breakout 3802 lbs [TMS 402-13 Eqn. 8-2]Steel Tensile Yield 8136 lbs [TMS 402-13 Eqn. 8-4]Anchor Pullout N/A lbs Design Axial Strength 3802 lbs >baf <Satisfactory> Determine Shear Capacity 226.19 in 2 [TMS 402-13 Eqn. 8-6]Masonry Shear Breakout 10951 lbs [TMS 402-13 Eqn. 8-7]Masonry Crushing 1502 lbs [TMS 402-13 Eqn. 8-8]Anchor Shear Pryout 7605 lbs [TMS 402-13 Eqn. 8-9]Steel Shear Yielding 4882 lbs Design Shear Strength 1502 lbs >bvf <Satisfactory> Check Combined Tension and Shear Interaction Date: **Assumed adequate distance from top/bottom of wall and spacing from adjacent anchors to develop breakout cone **For headed anchor set hook length equal to 0 Effective Embed. Length, lb = Shear Force, Vtotal = f'm = Wall thickness, t = Edge Distance, lbe = Net Anchor Area, Ab = Anchor Type = Anchor Yield Strength = Anchor Diameter, db = Anchor Hook Length, eb = [TMS 402-13 Eqn. 8-10]0.665 < 1.000 Crushing Revision Date: 03/19/2019 Dist. From C.L. of Bolt To Edge of Ledger, x = Direct Tension Force, Ptotal = lb_min = min(4db,2 in) = Offset distance, e = <Satisfactory> 2.63 incoveractual= Governing Failure Mode:Breakout <<Anchor design is satisfactory. See detailed analysis>> (for face mounted) (for top mounted) <Satisfactory> Governing Failure Mode: Top Mounted Anchor Face Mounted Anchor x x