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Home My WebLink About400 S Baldwin Ave - 2025 - Pop MartTHE SHOPS AT SANTA ANITA 400 S BALDWIN AVE SPACE #B3A & B3B ARCADIA, CA 91007 PROJECT DIRECTORYSCOPE OF WORKMALL MAP GENERAL NOTES CODE REVIEW SHEET INDEX VENDOR DIRECTORY Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Pending completion of Lease amendment *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 1/27/2025 DOOR SCHEDULE FRAME HARDWARE SCHEDULE RESPONSIBILITY SCHEDULE Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Pending completion of Lease amendment *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 1/27/2025 3 15 A C 245 C B A LEASE VERIF. GENERAL NOTES Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Pending completion of Lease amendment *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 1/27/2025 3 15 A C 245 C B A EGRESS LEGEND EGRESS GENERAL NOTES ACCESSIBILITY LEGEND CBC TABLE 1006.2.1 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Pending completion of Lease amendment *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 1/27/2025 T T 3 15 A C 245 C B A KEYED NOTES DEMOLITION GENERAL NOTES Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Pending completion of Lease amendment *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 1/27/2025 SD SD SP SP SD EM SP SP SD EM 3 15 A C 245 C B A KEYED NOTES DEMOLITION GENERAL NOTES Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Pending completion of Lease amendment *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 1/27/2025 3 15 A C 245 C B A KEYED NOTES WALL PARTITION SCHEDULE · · STUD SPACING SCHEDULE · · · · · · · · Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Pending completion of Lease amendment *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 1/27/2025 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Pending completion of Lease amendment *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 1/27/2025 3 15 A C 245 C B A KEYED NOTES FINISH SCHEDULE Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Pending completion of Lease amendment *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 1/27/2025 3 15 A C 245 C B A FIRE PROTECTION GENERAL NOTES KEYED NOTES CEILING GENERAL NOTES LIGHT FIXTURE / ACCESSORY SCHEDULE CEILING TYPE SCHEDULE Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Pending completion of Lease amendment *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 1/27/2025 24" O.C. SPACIN G 24" O.C. SPACIN G Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Pending completion of Lease amendment *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 1/27/2025 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Pending completion of Lease amendment *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 1/27/2025 3 15 A C 245 C B A KEYED NOTES STOCKROOM FIXTURE SCHEDULE SALES AREA FIXTURE SCHEDULE FIXTURE GENERAL NOTES Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Pending completion of Lease amendment *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 1/27/2025 METAL PANEL INSTALLATION NOTES Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Pending completion of Lease amendment *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 1/27/2025 METAL PANEL INSTALLATION NOTES Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Pending completion of Lease amendment *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 1/27/2025 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Pending completion of Lease amendment *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 1/27/2025 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Pending completion of Lease amendment *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 1/27/2025 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Pending completion of Lease amendment *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 1/27/2025 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Pending completion of Lease amendment *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 1/27/2025 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Pending completion of Lease amendment *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 1/27/2025 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Pending completion of Lease amendment *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 1/27/2025 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Pending completion of Lease amendment *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 1/27/2025 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Pending completion of Lease amendment *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 1/27/2025 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Pending completion of Lease amendment *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 1/27/2025 RESTROOM ACCESSORY SCHEDULE RESTROOM Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Pending completion of Lease amendment *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 1/27/2025 SUPPLY GRILLE AS SPECIFIED TGC SUPPLY/RETURN GRILLE TAG EXHAUST DUCT THROUGH ROOF TURNING VANES FLOW ARROW VOLUME DAMPER MOTORIZED DAMPER THERMOSTAT ELECTRIC DUCT HEATER PUMP REMOTE TEMPERATURE SENSOR EXHAUST FAN RECTANGULAR DUCT BREAK/CONTINUATION DUCT DIMENSIONS - WIDTH x HEIGHT DUCT MOUNTED SMOKE DETECTOR TENANT GENERAL CONTRACTOR AFF ABOVE FINISHED FLOOR UNO UNLESS NOTED OTHERWISE TEN TENANT LL LANDLORD NIC NOT IN CONTRACT EF EXHAUST FAN MOCP MAXIMUM OVERCURRENT PROTECTION FLA FULL LOAD AMPS NTS NOT TO SCALE TYP TYPICAL RTU ROOF TOP UNIT AHU AIR HANDLING UNIT CU CONDENSING UNIT HP HORSEPOWER MCA MINIMUM CIRCUIT AMPACITY MOTOR NOTE: NOT ALL SYMBOLS OR ABBREVIATIONS MAY APPEAR ON PLANS. RETURN GRILLE AS SPECIFIED CFM GRILLE TYPE} SIDEWALL SUPPLY GRILLE AS SPECIFIED FIRE DAMPER MD FD ROUND DUCT BREAK/CONTINUATION # x # DUCT TRANSITION CD CONDENSATE DRAIN SA SUPPLY AIR RA RETURN AIR OA OUTSIDE AIR CFM AIR VOLUME - CUBIC FEET / MINUTE T-STAT THERMOSTAT VD VOLUME DAMPER MD MOTORIZED DAMPER GPM GALLONS / MINUTE ESP EXTERNAL STATIC PRESSURE DIA DIAMETER EDH ELECTRIC DUCT HEATER VIF VERIFY IN FIELD UH UNIT HEATER DUCT MOUNTED SMOKE DETECTOR REMOTE TEST STATION WITH AUDIO/VISUAL ALARM T D S MECHANICAL SYMBOLS LEGEND ABBREVIATIONS FIELD VERIFY ALL CONDITIONS DESIGN DRAWINGS ARE SCHEMATIC. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THE CONTRACT SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTOR'S COST. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES. THE PLANS AND SPECIFICATIONS NOT WITHSTANDING, THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. A 10"Ø 375 NECK SIZE SCALEMECHANICAL PLAN 1/4" = 1'0"1 a.CONTRACTOR TO FAMILIARIZE HIMSELF WITH THE SITE AND VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND ADJUST FOR ACTUAL FIELD CONDITIONS AT NO EXPENSE TO OWNER. REPORT TO THE ARCHITECT AND OR ENGINEER ANY DISCREPANCIES WITH THE PLANS AND EXISTING CONDITIONS. b.SCHEDULE OF WORK: THIS CONTRACTOR SHALL BE REQUIRED TO FAMILIARIZE HIMSELF WITH THE PROPOSED WORK SCHEDULE & SHALL COORDINATE HIS WORK SCHEDULE WITH THE OTHER TRADES, SO THAT WORK PROGRESSES CAN BE PLANNED IN A PROPER SYSTEMATIC FASHION TO AVOID ANY DUPLICATION OF EFFORT & RESULTANT DELAY OF PROJECT. c.PROVIDE OPERABLE HVAC SYSTEMS COMPLETE IN ALL RESPECTS AS CONTEMPLATED BY THE INFORMATION INDICATED ON THE DRAWINGS. IT IS NOT INTENDED THAT THE DRAWINGS & SPECIFICATIONS INDICATE EACH & EVERY ITEM OF INFORMATION NECESSARY FOR COMPLETE SYSTEMS BUT INDICATE SUFFICIENT INFORMATION FOR THE CONTRACTOR TO SECURE ADDITIONAL INFORMATION FROM OTHER SOURCES & PROVIDE ALL MATERIALS, EQUIPMENT & LABOR NECESSARY FOR COMPLETE INSTALLATIONS. d.ALL LABOR, MATERIALS & EQUIPMENT SHALL BE PROVIDED WITH ONE YEAR GUARANTEE FROM DEFECTS. e.CUTTING & PATCHING: THIS CONTRACTOR MUST LAY OUT HIS WORK IN ADVANCE OF NEW CONSTRUCTION IN ORDER THAT UNNECESSARY CUTTING & PATCHING WILL BE AVOIDED. OPENINGS SHALL BE REUSED AS SHOWN AND ANY MODIFICATIONS TO ROOF OPENINGS SHALL BE APPROVED BY THE LANDLORD, DONE BY THE LANDLORD'S ROOFING CONTRACTOR AND PAID FOR BY THE CONTRACTOR. f.ALL ROOF CURBS/PENETRATIONS ARE TO BE INSTALLED IN STRICT ACCORDANCE WITH THE EQUIPMENT MANUFACTURER'S DETAILS. ALL REQUIRED ROOFING SHALL BE BY THE LANDLORD'S DESIGNATED ROOFING CONTRACTOR AS REQUIRED TO MAINTAIN THE WARRANTY AND INTEGRITY OF THE ROOF. g.PROVIDE REQUIRED STRUCTURAL SUPPORT FOR ANY NEW ROOF MOUNTED OR SUSPENDED HEATING, VENTILATION, OR AIR CONDITIONING EQUIPMENT AS REQUIRED. COORDINATE SIZES AND PLACEMENT OF UNITS WITH THE LANDLORD. h.ALL DUCTWORK, HANGERS, DAMPER CONSTRUCTION, SEAMS, INSTALLATION, ETC., SHALL CONFORM TO THE STANDARDS AS ADOPTED BY A.S.H.R.A.E. & SMACNA. ALL WORK SHALL CONFORM TO ALL APPLICABLE LAWS, RULES & REGULATIONS & RECOMMENDATIONS OF LOCAL BUILDING DEPARTMENT, NATIONAL BOARD OF FIRE UNDERWRITERS, N.F.P.A., & SHOPPING CENTER GENERAL SPECIFICATIONS. ALL DUCTWORK SHALL BE SHEET METAL CONFORMING TO SMACNA STANDARDS FOR LOW PRESSURE DUCTWORK & A.S.H.R.A.E. STANDARD 90-75. i.SUPPLY DUCTWORK INSIDE BUILDING SHALL BE INSULATED WITH R-8, 2.5" ALUMINUM FOIL FACED FIBERGLASS BLANKET OVERLAPPED & WIRED ON & ALL DUCTWORK SHALL BE INSTALLED IN CONCEALED SPACE ABOVE CEILINGS. j.DUCT SYSTEM SHALL BE SEALED TO A LEAKAGE RATE NOT TO EXCEED 6 PERCENT OF THE NOMINAL AIRFLOW RATES, AND SHALL BE CONFIRMED THROUGH FIELD VERIFICATION AND DIAGNOSTIC TESTING. k.PROVIDE RETURN AIR FILTERS AT HVAC UNITS ON ROOF, NOT AT RETURN AIR GRILLE IN SPACE. l.IT IS THE OWNER'S RESPONSIBILITY TO CONTRACT WITH A COMMISSIONING AUTHORITY TO COMPLY WITH LOCAL CODES. m.PROVIDE ARCHITECT WITH THREE (3) COPIES OF AIR BALANCE REPORT. INSTRUCT OWNER IN USE OF EQUIPMENT. AIR BALANCE REPORT TO BE AN INDEPENDENT TESTING AGENCY. AIR BALANCE TEST REPORT TO BE TAKEN IN THE LATE AFTERNOON WITH THE FOLLOWING TEMPERATURE READINGS DOCUMENTED (IN ADDITION TO CFM) 1.) TEMPERATURE OF AIR LEAVING EACH CEILING DIFFUSER, 2.) TEMPERATURE OF AIR LEAVING HVAC UNIT, 3.) TEMPERATURE OF OUTSIDE AIR AT HVAC UNIT, 4.) TEMPERATURE OF AIR WITHIN SALES AREA (AT THERMOSTAT). GENERAL NOTES C 6"Ø 100 1.PROVIDE NEW AHU AND CU IN THE LOCATION SHOWN. CU TO BE INSTALLED IN THE EXISTING LOCATION ON ROOF. FIELD VERIFY EXACT LOCATIONS PRIOR TO BID. REFER TO SCHEDULE ON SHEET M1.0. 2.PROVIDE NEW THERMOSTAT AND MOUNT AT 48" A.F.F. VERIFY EXACT LOCATION WITH ARCHITECT REPRESENTATIVE. 3.PROVIDE NEW SENSOR AND MOUNT AT 60" A.F.F. VERIFY EXACT LOCATION WITH ARCHITECT REPRESENTATIVE. 4.CONNECT NEW EXHAUST DUCTWORK TO EXISTING LANDLORD EXHAUST DUCT. VERIFY CONNECTION POINT IN FIELD. 5.PROVIDE YOUNG REGULATOR FOR ALL DAMPERS LOCATED ABOVE GYP BOARD CEILING. CONFIRM FINAL LOCATION OF ACTUATORS WITH OWNER'S REPRESENTATIVE. 6.CONNECT NEW OUTSIDE AIR DUCTWORK TO EXISTING LANDLORD OUTSIDE AIR DUCT. VERIFY ROUTING AND CONNECTION POINT IN FIELD. PROVIDE WITH FIRE DAMPER IF DUCT WILL PENETRATE A FIRE PARTITION. 7.PROVIDE NEW SMOKE DETECTOR IN RETURN DUCTWORK AND CAN SHUT DOWN UNIT UPON DETECTION OF SMOKE. VERIFY LOCATION OF REMOTE TEST STATION WITH ARCHITECT. 8.PROVIDE MINIMUM 1" UNDERCUT OF RESTROOM DOOR. 9.CONDENSATE PIPING TO DISCHARGE INTO MOP SINK VIA 2" AIR GAP. VERIFY ROUTING AND CONNECTION POINT IN FIELD. 10.PROVIDE OPEN MESH SCREEN AT END OF RETURN DUCTWORK. 11.REUSE CONDUIT FOR SUPPLY AND RETURN LINES BETWEEN AHU AND CU. KEYED NOTES # AHU-1 1 11 18"x14" 22 " x 1 8 " 12 " Ø 6 D 7 A 10"Ø 300 A 10"Ø 300 A 10"Ø 300A10"Ø 300 B 22"x22" 1100C6"Ø 100 C 6"Ø 100 A 6"Ø 50 8" Ø EF-1 4 6"Ø 6"Ø 6"Ø 12 " x 1 2 " 6"Ø 10"Ø 10"Ø 10"Ø 10"Ø D 14"x6" 350 8"x10" 8" Ø 10 T 2 S3 5 (TYP.) 8 CO93/4" FD 1 1 SCALEMECHANICAL ROOF PLAN 1/4" = 1'0"1 a.CONTRACTOR TO FAMILIARIZE HIMSELF WITH THE SITE AND VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND ADJUST FOR ACTUAL FIELD CONDITIONS AT NO EXPENSE TO OWNER. REPORT TO THE ARCHITECT AND OR ENGINEER ANY DISCREPANCIES WITH THE PLANS AND EXISTING CONDITIONS. b.SCHEDULE OF WORK: THIS CONTRACTOR SHALL BE REQUIRED TO FAMILIARIZE HIMSELF WITH THE PROPOSED WORK SCHEDULE & SHALL COORDINATE HIS WORK SCHEDULE WITH THE OTHER TRADES, SO THAT WORK PROGRESSES CAN BE PLANNED IN A PROPER SYSTEMATIC FASHION TO AVOID ANY DUPLICATION OF EFFORT & RESULTANT DELAY OF PROJECT. c.PROVIDE OPERABLE HVAC SYSTEMS COMPLETE IN ALL RESPECTS AS CONTEMPLATED BY THE INFORMATION INDICATED ON THE DRAWINGS. IT IS NOT INTENDED THAT THE DRAWINGS & SPECIFICATIONS INDICATE EACH & EVERY ITEM OF INFORMATION NECESSARY FOR COMPLETE SYSTEMS BUT INDICATE SUFFICIENT INFORMATION FOR THE CONTRACTOR TO SECURE ADDITIONAL INFORMATION FROM OTHER SOURCES & PROVIDE ALL MATERIALS, EQUIPMENT & LABOR NECESSARY FOR COMPLETE INSTALLATIONS. d.ALL LABOR, MATERIALS & EQUIPMENT SHALL BE PROVIDED WITH ONE YEAR GUARANTEE FROM DEFECTS. e.CUTTING & PATCHING: THIS CONTRACTOR MUST LAY OUT HIS WORK IN ADVANCE OF NEW CONSTRUCTION IN ORDER THAT UNNECESSARY CUTTING & PATCHING WILL BE AVOIDED. OPENINGS SHALL BE REUSED AS SHOWN AND ANY MODIFICATIONS TO ROOF OPENINGS SHALL BE APPROVED BY THE LANDLORD, DONE BY THE LANDLORD'S ROOFING CONTRACTOR AND PAID FOR BY THE CONTRACTOR. f.ALL ROOF CURBS/PENETRATIONS ARE TO BE INSTALLED IN STRICT ACCORDANCE WITH THE EQUIPMENT MANUFACTURER'S DETAILS. ALL REQUIRED ROOFING SHALL BE BY THE LANDLORD'S DESIGNATED ROOFING CONTRACTOR AS REQUIRED TO MAINTAIN THE WARRANTY AND INTEGRITY OF THE ROOF. g.PROVIDE REQUIRED STRUCTURAL SUPPORT FOR ANY NEW ROOF MOUNTED OR SUSPENDED HEATING, VENTILATION, OR AIR CONDITIONING EQUIPMENT AS REQUIRED. COORDINATE SIZES AND PLACEMENT OF UNITS WITH THE LANDLORD. h.ALL DUCTWORK, HANGERS, DAMPER CONSTRUCTION, SEAMS, INSTALLATION, ETC., SHALL CONFORM TO THE STANDARDS AS ADOPTED BY A.S.H.R.A.E. & SMACNA. ALL WORK SHALL CONFORM TO ALL APPLICABLE LAWS, RULES & REGULATIONS & RECOMMENDATIONS OF LOCAL BUILDING DEPARTMENT, NATIONAL BOARD OF FIRE UNDERWRITERS, N.F.P.A., & SHOPPING CENTER GENERAL SPECIFICATIONS. ALL DUCTWORK SHALL BE SHEET METAL CONFORMING TO SMACNA STANDARDS FOR LOW PRESSURE DUCTWORK & A.S.H.R.A.E. STANDARD 90-75. i.SUPPLY DUCTWORK INSIDE BUILDING SHALL BE INSULATED WITH R-8, 2.5" ALUMINUM FOIL FACED FIBERGLASS BLANKET OVERLAPPED & WIRED ON & ALL DUCTWORK SHALL BE INSTALLED IN CONCEALED SPACE ABOVE CEILINGS. j.DUCT SYSTEM SHALL BE SEALED TO A LEAKAGE RATE NOT TO EXCEED 6 PERCENT OF THE NOMINAL AIRFLOW RATES, AND SHALL BE CONFIRMED THROUGH FIELD VERIFICATION AND DIAGNOSTIC TESTING. k.PROVIDE RETURN AIR FILTERS AT HVAC UNITS ON ROOF, NOT AT RETURN AIR GRILLE IN SPACE. l.IT IS THE OWNER'S RESPONSIBILITY TO CONTRACT WITH A COMMISSIONING AUTHORITY TO COMPLY WITH LOCAL CODES. m.PROVIDE ARCHITECT WITH THREE (3) COPIES OF AIR BALANCE REPORT. INSTRUCT OWNER IN USE OF EQUIPMENT. AIR BALANCE REPORT TO BE AN INDEPENDENT TESTING AGENCY. AIR BALANCE TEST REPORT TO BE TAKEN IN THE LATE AFTERNOON WITH THE FOLLOWING TEMPERATURE READINGS DOCUMENTED (IN ADDITION TO CFM) 1.) TEMPERATURE OF AIR LEAVING EACH CEILING DIFFUSER, 2.) TEMPERATURE OF AIR LEAVING HVAC UNIT, 3.) TEMPERATURE OF OUTSIDE AIR AT HVAC UNIT, 4.) TEMPERATURE OF AIR WITHIN SALES AREA (AT THERMOSTAT). GENERAL NOTES CU-1 1.PROVIDE NEW CU ON THE ROOF AS SHOWN. CU TO BE INSTALLED IN THE EXISTING LOCATION ON ROOF. FIELD VERIFY EXACT LOCATIONS PRIOR TO BID. REFER TO SCHEDULE ON SHEET M1.0. 2.REUSE CONDUIT FOR SUPPLY AND RETURN LINES BETWEEN AHU AND CU. KEYED NOTES # 1 2 (ON ROOF) 1 ALL DUCT LINER TRANSVERSE EDGES TO BE COATED WITH ADHESIVE IN ACCORDANCE WITH SMACNA STANDARDS (TYP.) 1.5" ACOUSTICAL LINING 45 VOLUME DAMPER LOCATION WHERE ABOVE LAY-IN CEILING. PROVIDE WITH LOCKING QUADRANT 18" LONG ORANGE MARKER TAPE ATTACHED TO DAMPER TO IDENTIFY LOCATION MAIN DUCT BRANCH DUCT FLANGED AND GASKETED JOINT OR DUCT CONNECTION AND REINFORCEMENT IN ACCORDANCE WITH SMACNA 2" W.G. CLASS, SEAL NON-GASKETED TRANS- VERSE JOINTS IN ACCORDANCE WITH SMACNA CLASS "C" (TYP.) FLOW AIR NOTE: DISTANCE BETWEEN DUCT HANGERS SHALL BE IN ACCORDANCE WITH THE RULES OF THE AGENCIES HAVING JURISDICTION. 36" DIA. MAX MAX WEIGHT PER FOOT = 16 LBS. 3/8" MACHINE BOLT 3/8" MACHINE BOLT 2x2x16 GA. ANGLE DUCT SIZE 3/8" THREADED ROD ROUND DUCTS LONGITUDINAL SEAM SPIRAL SEAM DUCT STEEL MIN. GALV. SHT. GAUGE 28 (0.019 IN. ) 26 (0.022 IN. ) 24 (0.028 IN. ) 22 (0.034 IN. ) 20 (0.040 IN. ) DIAMETER INCHES THROUGH 12 13 THROUGH 18 19 THROUGH 28 29 THROUGH 36 37 THROUGH 52 FITTINGS STEEL MIN. GALV. SHT. GAUGE 26 (0.022 IN. ) 24 (0.028 IN. ) 22 (0.034 IN. ) 20 (0.040 IN. ) 18 (0.052 IN.) DUCT STEEL MIN. GALV. SHT. GAUGE 26 (0.022 IN. ) 24 (0.028 IN. ) 22 (0.034 IN. ) 20 (0.040 IN. ) 18 (0.052 IN. )1. 1/2" (15 MM) ROUND ROD PIN INSULATION STAND-OFF HANDLE WITH LOCKING QUADRANT INSIDE END BEARING INSULATION INSULATION DUCT OUTSIDE END BEARING DAMPER BLADE 1/8" (6 MM) CLEARANCE ALL AROUND STIFFEN BLADE AS REQUIRED DAMPER BLADE HANDLE WITH LOCKING QUADRANT DUCT SIDE ELEVATION DETAIL SHOWS SINGLE BLADE DAMPER. DAMPER INSTALLATION SHALL BE SIMILAR FOR MULTI-BLADE DAMPERS & ROUND DAMPERS. NOTES: SECTION NOTES: BAND RIGID ROUND DUCT INSULATION TO DUCT AND PROVIDE TAPE FOR INSULATION OVERLAP. PROVIDE BEADING ON ROUND METAL DUCT 12" OR LARGER IN DIAMETER. PROVIDE MINIMUM 4" COLLARS FOR ATTACHMENT OF THE FLEXIBLE DUCT TO ROUND DUCT, DAMPERS AND DIFFUSERS. PROVIDE AT FLEXIBLE DUCT CONNECTION METAL OR "PANDUIT" DRAWBAND ON THE INTERIOR FLEXIBLE DUCT HELIX. SECURE THE INSULATION OVER THE DRAWBAND WITH AN ADDITIONAL DRAWBAND. BALANCING HANDLE. LOCK INTO POSITION AND MARK PERMANENTLY. INSULATED SUPPLY DUCT BALANCING DAMPER RIGID ROUND SHEET METAL DUCT WRAPPED INSULATION COVERING RIGID ROUND DUCT (REFER TO NOTE 4) SUPPLY DIFFUSER WITH LAY-IN FRAME. (SURFACE MOUNT FRAME SIMILAR). SQUARE TO ROUND ADAPTOR (IF REQUIRED) INSULATED FLEXIBLE DUCT - 5 FOOT MAX. 1" X 20 GAUGE GALVANIZED SUPPORT STRAP FLEXIBLE DUCT CONNECTION (REFER TO NOTE 1) DIFFUSER STARTER COLLAR (REFER TO NOTE 3) PROTECTION SADDLE CEILING REFER TO NOTE 1 THREADED ROD METAL JOIST SELF TAPPING SCREWS 1" X 1/8" MIN (DUCTS OVER 2 SQ. FT.) 1" X 1/16" MIN (DUCTS UNDER 2 SQ. FT.) FOR DUCTS OVER 49" WIDE, TURN METAL STRAP UNDER BOTTOM OF DUCT AND FASTEN METAL STRAP SCALEDUCT SUPPORT DETAIL N.T.S.2 SCALEROUND DUCT HANGING DETAIL N.T.S.6 SCALEMANUAL DAMPER DETAIL N.T.S.7 SCALEDIFFUSER CONNECTION DETAIL N.T.S.3 SCALERECTANGULAR TAKE-OFF DETAIL N.T.S.5 SCALEVAV DETAIL N.T.S.1 270-896 BOWDEN CABLE CONTROL SYSTEM 1.COORDINATE EXACT LOCATION OF CEILING MOUNTED CONCEALED REGULATOR WITH ARCHITECT PRIOR TO INSTALLATION. 2.THE 270-896 BOWDEN CABLE CONTROL SYSTEM IS DESIGNED TO BE IMBEDDED IN THE CEILING FLUSH WITH THE FINISHED SURFACE. 3.CABLE SHALL CONSIST OF BOWDEN CABLE 0.054" STAINLESS STEEL CONTROL WIRE ENCAPSULATED IN 1/16" FLEXIBLE GALVANIZED SPIRAL WIRE SHEATH. 4.LOCKING RACK AND PINION GEAR DRIVE SHALL BE CONSTRUCTED OF 14 GAUGE STEEL AND SHALL BE USED TO CONVERT ROTARY MOTION INTO PUSH-PULL MOTION. 5.CONTROL SHAFT SHALL BE "D"-STYLE FLATTENED 1/4" DIAMETER WITH 265° ROTATION PROVIDING 1-1/2" LINEAR TRAVEL CAPABILITY. 5020CC ROUND DAMPER OR 830ACC RECTANGULAR OPPOSED BLADE DAMPER MOUNTING BRACKET FLEXIBLE CASING AND WIRE (50'-0" MAXIMUM) RACK & PINION OPERATOR RIGID DUCTWORK FLEXIBLE DUCTWORK CEILING DIFFUSER CONCEALED REGULATOR KIT 7/8" THREADED CAP, TAMPER PROOF OPTIONAL SOCKET WRENCH SCALEYOUNG REGULATOR DETAIL N.T.S.4 PRE-FAB CURB EXHAUST STACK THROUGH ROOF BY TENANT. LOCATE WITHIN TENANT ROOF AREA ROOF LINE EXHAUST DUCT MAIN METAL EXHAUST DUCT CEILING LINE TOILET EXHAUST FAN BY TENANT VENT CAP NOTES: 1.ALL ROOF CURBS/ PENETRATIONS ARE TO BE INSTALLED IN STRICT ACCORDANCE WITH THE EQUIPMENT MANUFACTURER'S DETAILS. ALL REQUIRED ROOFING SHALL BE BY THE LANDLORD'S DESIGNATED ROOFING CONTRACTOR AS REQUIRED TO MAINTAIN THE WARRANTY AND INTEGRITY OF THE ROOF. SCALECEILING/CABINET EXHAUST FAN DETAIL N.T.S.8 TRANSITION TO OVAL OR RECTANGULAR DUCT CONNECTION SIZE. SAME SIZE AS VAV BOX AIR FLOW DISCHARGE PRIMARY AIR DAMPER ACTUATOR & ALLOW 2'-0" MIN. CLEARANCE FOR CONTROL ACCESS DRAWBAND, SEAL CONN. AIR- SECURE FLEXIBLE DUCT W/ BAND (TYP.) INSULATED MEDIUM PRESSURE FLEXIBLE DUCT SECURED W/ ADDITIONAL. DRAW- BE INSTALLED OVER CONN. & BARRIER & INSULATION SHALL SMACNA STANDARDS. VAPOR TIGHT IN ACCORDANCE W/ AIR FLOW PRIMARY PRESSURE DUCT INSULATED MEDIUM 1'-0"MAX.LENGTH 4 x DIA. MIN. & CONTROLS 1" LINED LOW PRESSURE DUCT, TRANSITION TO DUCT SIZE SHOWN ON DRAWINGS BALANCING TAPS PE ET R PE.A L UT H C E C S NGINEERING & ONSULTING ERVICES M E C H E L E C P L U MB .. . P E . . SECTION 1 - SUPPLEMENTARY CONDITIONS FOR MECHANICAL WORK 1.1.1 GENERAL CONDITIONS A.ALL WORK COVERED BY THIS SECTION OF THESE SPECIFICATIONS SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE RESPECTIVE DRAWINGS, INFORMATION OF INSTRUCTIONS TO BIDDERS, GENERAL REQUIREMENTS AND THE SUPPLEMENTARY GENERAL CONDITIONS OF THESE SPECIFICATIONS. B.BIDDERS SHALL DETERMINE THE CONTENTS OF A COMPLETE SET OF DRAWINGS AND SPECIFICATIONS AND BE AWARE THAT THEY MAY BE BIDDING FROM A PARTIAL SET OF DRAWINGS, APPLICABLE ONLY TO THE VARIOUS SEPARATE CONTRACT, SUBCONTRACTS OR TRADES AS MAY BE ISSUED FOR BIDDING PURPOSES ONLY. THE CONTRACT DOCUMENTS ARE THE COMBINED ARCHITECTURAL, STRUCTURAL, PLUMBING, HEATING, VENTILATING AND AIR CONDITIONING AND ELECTRICAL DRAWINGS AND SPECIFICATIONS. ALL DRAWINGS AND SPECIFICATIONS ARE ON FILE IN THE ARCHITECT'S OFFICE, AND EACH BIDDER SHALL THOROUGHLY ACQUAINT HIMSELF WITH ALL OF THE DETAILS OF THE COMPLETE SET OF DRAWINGS AND SPECIFICATIONS BEFORE SUBMITTING HIS BID. ALL DRAWINGS AND SPECIFICATIONS FORM A PART OF THE CONTRACT DOCUMENTS FOR EACH SEPARATE CONTRACT. THEY SHALL BE CONSIDERED AS BOUND THEREWITH IN THE EVENT PARTIAL SETS OF PLANS AND SPECIFICATIONS SHALL BE DEEMED EVIDENCE OF THE REVIEW AND EXAMINATION OF ALL DRAWINGS, SPECIFICATIONS AND ADDENDA ISSUED FOR THIS PROJECT. NO ALLOWANCES WILL BE MADE BECAUSE OF THE CONTRACTOR'S UNFAMILIARITY WITH ANY PORTION OF THE COMPLETE SET OF DOCUMENTS. C.ALL EQUIPMENT AND MATERIALS SHALL BE MANUFACTURED IN THE UNITED STATES OF AMERICA. 1.1.2 SCOPE A.THE WORK INCLUDED UNDER THIS SPECIFICATION CONSISTS OF THE FURNISHING OF ALL LABOR, MATERIALS, TOOLS, TRANSPORTATION, SERVICES, ETC. WHICH ARE APPLICABLE AND NECESSARY TO COMPLETE THE INSTALLATION OF THE SYSTEMS SPECIFIED HEREIN; ALL AS DESCRIBED IN THESE SPECIFICATIONS, AS ILLUSTRATED ON THE ACCOMPANYING DRAWINGS, OR AS DIRECTED BY THE ARCHITECT. B.IN GENERAL, THE VARIOUS LINES AND DUCTS TO BE INSTALLED BY THE VARIOUS TRADES UNDER THIS SPECIFICATION SHALL BE RUN AS INDICATED, AS SPECIFIED HEREIN, AS REQUIRED BY PARTICULAR CONDITIONS AT THE SITE AND AS REQUIRED TO CONFORM TO THE GENERALLY ACCEPTED STANDARDS SO AS TO COMPLETE THE WORK IN A NEAT AND SATISFACTORILY WORKABLE MANNER. RUN WORK PARALLEL OR PERPENDICULAR TO THE LINES OF THE BUILDING UNLESS OTHERWISE NOTED. C.THE CONSTRUCTION DETAILS FOR THE BUILDING ARE ILLUSTRATED ON THE ARCHITECTURAL AND STRUCTURAL DRAWINGS. EACH CONTRACTOR SHALL THOROUGHLY ACQUAINT HIMSELF WITH THE DETAILS BEFORE SUBMITTING HIS BID, AS NO ALLOWANCE WILL BE MADE BECAUSE OF THE CONTRACTOR'S UNFAMILIARITY WITH THESE DETAILS. PLACE ALL INSERTS TO ACCOMMODATE THE ULTIMATE INSTALLATION OF PIPE HANGERS IN THE FORMS BEFORE CONCRETE IS POURED. SET SLEEVES IN PLACE IN FORMS BEFORE CONCRETE IS POURED, AND IN MASONRY WALLS WHILE THEY ARE UNDER CONSTRUCTION. ALL CONCEALED LINES SHALL BE INSTALLED AS REQUIRED BY THE PACE OF THE GENERAL CONSTRUCTION TO PRECEDE THAT GENERAL CONSTRUCTION. 1.1.3 INSPECTION OF SITE A. THE CONTRACTORS SHALL VISIT THE SITE, VERIFY ALL EXISTING ITEMS SHOWN ON PLANS OR SPECIFIED HEREIN, AND FAMILIARIZE HIMSELF WITH THE WORKING CONDITIONS, HAZARDS, EXISTING GRADES, ACTUAL FORMATIONS, SOIL CONDITIONS, AND LOCAL REQUIREMENTS INVOLVED, AND SUBMISSION OF BIDS SHALL BE DEEMED EVIDENCE OF SUCH VISIT. ALL PROPOSALS SHALL TAKE THE EXISTING CONDITIONS INTO CONSIDERATION, AND THE LACK OF SPECIFIC INFORMATION ON THE DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR OF ANY RESPONSIBILITY. 1.1.4 UTILITIES, LOCATIONS AND ELEVATIONS A. LOCATIONS AND ELEVATIONS OF THE VARIOUS UTILITIES INCLUDED WITHIN THE SCOPE OF THIS WORK HAVE BEEN OBTAINED FROM CITY AND/OR OTHER SUBSTANTIALLY RELIABLE SOURCES AND ARE OFFERED SEPARATELY FROM THE CONTRACT DOCUMENTS, AS A GENERAL GUIDE ONLY, WITHOUT GUARANTEE AS TO ACCURACY. THE CONTRACTOR SHALL EXAMINE THE SITE, SHALL VERIFY TO THEIR OWN SATISFACTION THE LOCATIONS, ELEVATIONS AND AVAILABILITY OF ALL UTILITIES AND SERVICES REQUIRED AND SHALL ADEQUATELY INFORM THEMSELVES AS TO THEIR RELATION TO THE WORK; THE SUBMISSION OF BIDS SHALL BE DEEMED EVIDENCE THEREOF. 1.1.5 CODE REQUIREMENTS A. ALL WORK SHALL COMPLY WITH THE PROVISIONS OF THESE SPECIFICATIONS, AS ILLUSTRATED ON THE ACCOMPANYING DRAWINGS, OR AS DIRECTED BY THE ARCHITECT, AND SHALL SATISFY ALL APPLICABLE LOCAL CODES, ORDINANCES, OR REGULATIONS OF THE GOVERNING BODIES, AND ALL AUTHORITIES HAVING JURISDICTION OVER THE WORK, OR SERVICES THERETO. IN ALL CASES WHERE ALTERATIONS TO, OR DEVIATIONS FROM THE DRAWINGS AND SPECIFICATIONS ARE REQUIRED BY THE AUTHORITY HAVING JURISDICTION, THE CONTRACTOR SHALL REPORT SAME IN WRITING TO THE OWNER AND SECURE HIS APPROVAL BEFORE PROCEEDING. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL PROVIDE COMPLETE UTILITY SERVICE CONNECTIONS, AS DIRECTED, AND SUBMIT, AS REQUIRED, ALL NECESSARY DRAWINGS; HE SHALL SECURE ALL PERMITS AND INSPECTIONS NECESSARY IN CONNECTION WITH HIS WORK AND PAY ALL LEGAL FEES ON ACCOUNT THEREOF. IN THE ABSENCE OF OTHER APPLICABLE LOCAL CODES ACCEPTABLE TO THE ARCHITECT, THE NATIONAL ELECTRICAL CODE AND INTERNATIONAL PLUMBING CODE SHALL APPLY TO THIS WORK. 1.1.6 RECORDS FOR THE OWNER A. THE CONTRACTOR SHALL OBTAIN AT HIS OWN EXPENSE A COMPLETE, FULL-SIZE SET OF PRINTS ON WHICH HE SHALL KEEP AN ACCURATE RECORD OF THE INSTALLATION OF ALL MATERIALS AND SYSTEMS COVERED BY HIS CONTRACTUAL AGREEMENT. THE RECORD SHALL INDICATE THE LOCATION OF ALL EQUIPMENT AND THE ROUTING OF ALL SYSTEMS. ALL CONDUIT BURIED IN CONCRETE SLABS, WALLS, AND BELOW GRADE SHALL BE LOCATED BY DIMENSION UNLESS A SURFACE MOUNTED DEVICE IN EACH SPACE INDICATES THE EXACT LOCATION. HE SHALL THEN OBTAIN AT HIS EXPENSE ONE COMPLETE REPRODUCIBLE SET OF THE ORIGINAL DRAWINGS ON WHICH HE SHALL NEATLY TRANSFER HIS NOTATIONS AND DELIVER THESE DRAWINGS TO THE ENGINEER AT JOB COMPLETION BEFORE THE FINAL PAYMENT FOR DELIVERY TO THE OWNER. B. IN ADDITION TO THE ABOVE, THE CONTRACTOR SHALL ACCUMULATE DURING THE JOB PROGRESS THE FOLLOWING DATA IN DUPLICATE PREPARED IN A NEAT BROCHURE OR PACKET FOLDER BONDING FOR SUBSEQUENT DELIVERY TO THE OWNER. THE CONTRACTOR SHALL INCLUDE IN HIS BID THE COST OF BINDING INTO A BOOK: 1.ALL WARRANTIES, GUARANTEE, AND MANUFACTURER'S DIRECTIONS ON EQUIPMENT AND MATERIAL COVERED BY THE CONTRACT. 2.COPIES OF APPROVED SHOP DRAWINGS AND SUBMITTALS. 3.COPIES OF SEQUENCE OF OPERATIONS FOR ALL EQUIPMENT COVERED BY CONTRACT. 1.1.7 MATERIALS AND WORKMANSHIP A. ALL MATERIALS, UNLESS OTHERWISE SPECIFIED, SHALL BE NEW, FREE FROM ANY DEFECTS AND OF THE BEST QUALITY OF THEIR RESPECTIVE KINDS. ALL LIKE MATERIALS USED SHALL BE OF THE SAME MANUFACTURER, MODEL AND QUALITY, UNLESS OTHERWISE SPECIFIED. B. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE APPLIED, INSTALLED, CONNECTED, ERECTED, USED, CLEANED, ADJUSTED AND CONDITIONED AS RECOMMENDED BY THE MANUFACTURERS, OR ALL INDICATED IN THEIR PUBLISHED LITERATURE, UNLESS SPECIFICALLY HEREIN SPECIFIED TO THE CONTRARY. ALL WORK UNDER THIS CONTRACT SHALL BE PERFORMED BY COMPETENT WORKMEN AND EXECUTED IN A NEAT AND WORKMANLIKE MANNER PROVIDING A THOROUGH AND COMPLETE INSTALLATION. WORK SHALL BE PROPERLY PROTECTED DURING CONSTRUCTION, INCLUDING THE SHIELDING OF SOFT OR FRAGILE MATERIALS AND THE TEMPORARY PLUGGING OF OPEN LINES DURING CONSTRUCTION. AT COMPLETION, THE INSTALLATION SHALL BE THOROUGHLY CLEANED, AND ALL TOOLS, EQUIPMENT, OBSTRUCTION OR DEBRIS PRESENT AS A RESULT OF THIS CONTRACT SHALL BE REMOVED FROM THE PREMISES. 1.1.8 STORAGE AND PROTECTION A. PROVIDE ADEQUATE FACILITIES FOR ITEMS FURNISHED UNDER THESE SPECIFICATIONS WHICH ARE SUBJECT TO DAMAGE IF EXPOSED TO ELEMENTS. TAKE SUCH PRECAUTIONS AS NECESSARY TO PROPERLY PROTECT APPARATUS FROM DAMAGE. FAILURE TO COMPLY WITH THIS PROVISION WILL BE SUFFICIENT CAUSE FOR REJECTION OF THE PARTICULAR APPARATUS INVOLVED. 1.1.19 PAINTING A. UPON COMPLETION, CLEAN ALL PIPES AND EQUIPMENT BEFORE PAINTING. PAINTING OF MECHANICAL EQUIPMENT AND PIPING IS SPECIFIED IN ARCHITECTURAL PAINTING SECTION. 1.1.20 ACCESS DOORS A. ACCESS DOORS ARE TO BE PROVIDED BY THE CONTRACTOR. CONTRACTOR WILL CLOSELY COORDINATE LOCATIONS OF VALVES, ETC. IN ORDER TO HAVE ACCESS TO ALL CONCEALED PORTIONS OF THE SYSTEM REQUIRING PERIODIC SERVICE. PREPARE SHOP DRAWINGS FOR COORDINATION OF ALL ACCESS DOORS, LOCATING SAME FOR INSTALLATION BY GENERAL CONTRACTOR. ACCESS DOOR LOCATIONS SHALL BE APPROVED BY ARCHITECT OR OWNER BEFORE INSTALLATION. 1.1.21 EXCAVATION AND BACKFILLING a. PROVIDE NECESSARY EXCAVATING AND BACKFILLING FOR THE INSTALLATION OF WORK SPECIFIED IN THIS DIVISION. TRENCHES FOR UNDERGROUND PIPING AND CONDUIT SHALL BE EXCAVATED TO REQUIRED DEPTHS WITH BELL HOLES PROVIDED AS NECESSARY TO INSURE UNIFORM BEARING. ARE SHOULD BE TAKEN NOT TO EXCAVATE BELOW DEPTH, AND ANY EXCAVATION BELOW DEPTH SHALL BE REFILLED WITH SAND OR GRAVEL FIRMLY COMPACTED. WHERE ROCK OR HARD OBJECTS ARE ENCOUNTERED, THEY SHALL BE EXCAVATED TO A GRADE SIX INCHES (6") BELOW THE LOWERMOST PART OF THE PIPE AND REFILLED TO THE PIPE GRADE AS SPECIFIED. AFTER THE PIPE HAS BEEN INSTALLED, TESTED AND APPROVED, THE TRENCHES SHALL BE BACKFILLED IN GRADE WITH APPROVED MATERIAL, WELL TAMPED OR PUDDLED COMPACTLY IN PLACE. DO NOT PROCEED WITH BACKFILL OPERATIONS UNTIL THE ARCHITECT OR CONTRACTOR HAS INSPECTED PIPING. ALL PIPING OUTSIDE THE BUILDING SHALL BE INSTALLED BELOW THE FROST LINE. WHERE STREETS, SIDEWALKS, ETC. ARE DISTURBED, CUT OR DAMAGED BY THIS WORK, THE EXPENSE OF REPAIRING SAME IN A MANNER APPROVED BY THE ARCHITECT SHALL BE A PART OF THIS CONTRACT. 1.1.22 SLEEVES AND ESCUTCHEONS a. ALL PIPING OTHER THAN SANITARY SEWER LINES AND PVC OR POLYBUTAL PASSING THROUGH CONCRETE FLOOR SLABS SHALL BE COMPLETELY ISOLATED IN 1/2" THICK FLEXIBLE FOAM PLASTIC INSULATION FROM 6" BELOW THE SLAB TO 2" ABOVE THE SLAB. IF PIPES PASS THROUGH GRADE BEAMS, THE INSULATION THICKNESS SHALL BE 3/8". SANITARY SEWER LINES PASSING GRADE BEAMS SHALL BE WRAPPED WITH TWO (2) PLY OF 15#Q FELT TO ISOLATE THE PIPE FROM THE CONCRETE. b. ESCUTCHEONS EXCEPT AS SPECIFICALLY NOTED OR SPECIFIED SHALL BE INSTALLED ON ALL PIPES PASSING EXPOSED THROUGH THE FLOORS, WALLS OR CEILINGS. ESCUTCHEONS SHALL BE CHROME PLATED SECTIONAL FLOOR AND CEILING PLATES AND SHALL FIT SNUGLY AND NEATLY AROUND PIPE OR PIPE INSULATION OR INSULATED LINES. SOLID CHROME PLATES WITH SETSCREWS SHALL BE USED IF SECTIONAL PLATES DO NOT FIT PROPERLY OR STAY IN PLACE. 1.1.23 FLASHINGS a. FLASH AROUND ALL PIPES PASSING THROUGH THE ROOF IN CONNECTION WITH THIS CONTRACT WITH STANDARD MANUFACTURED FLASHINGS. FLASHINGS SHALL BE SHEET METAL WITH RUBBER GASKETS. FLASHINGS SHALL EXTEND INTO ROOFING AND UP PIPE DISTANCES IN ACCORDANCE WITH THE LOCAL CODE. 1.1.24 EXPANSION OF PIPING a. THIS SUBCONTRACTOR SHALL FURNISH AND INSTALL ALL DEVICES REQUIRED TO PERMIT THE EXPANSION AND CONTRACTION OF ALL PIPE WORK INSTALLED PARTICULARLY IN WATER SUPPLY AND CIRCULATING SYSTEMS. IN THE MAIN WATER AND CIRCULATING LINES, HE SHALL EMPLOY EXPANSION JOINTS AS REQUIRED OR WHERE DIRECTED. b. SHOULD THE INSTALLATION OF MECHANICAL EXPANSION JOINTS BECOME NECESSARY IN THE OPINION OF THE ARCHITECT, JOINTS 1-1/2" AND SMALLER SHALL BE FULTON SYLPHON NO. 111 PACKLESS EXPANSION JOINTS. JOINTS ON 2" AND LARGER LINES SHALL BE ADSCO, FLEXONES OR TUBE TURN, BELLOWS TYPE EXPANSION JOINTS WITH THE PROPER NUMBER OF BELLOWS SECTIONS OF STAINLESS STEEL. c. ANCHOR ALL LINES HAVING EXPANSION JOINTS SO THAT EXPANSION AND CONTRACTION EFFECT IS EQUALLY DISTRIBUTED. VERIFY EXACT LOCATIONS OF ANCHORS WITH THE ARCHITECT PRIOR TO MAKING INSTALLATION. THE LINES HAVING EXPANSION JOINTS SHALL BE ACCURATELY GUIDED ON BOTH SIDES OF EACH JOINT. THESE GUIDES SHALL CONSIST OF SADDLES AND "E" CLAMPS PROPERLY ARRANGED AND SUPPORTED. SUBMIT COMPLETE DETAILS FOR APPROVAL. 1.1.25 FLAME SPREAD PROPERTIES OF MATERIALS A. ALL MATERIALS AND ADHESIVES USED FOR ACOUSTICAL LININGS AND INSULATION, JACKETS, TAPES, ETC. SHALL CONFORM TO INTERIM FEDERAL STANDARD FLAME-SPREAD PROPERTIES OF MATERIALS, INC. FED. STD. NO. 00336A (COMM. NBS). THE CLASSIFICATION SHALL NOT EXCEED NO. 2, WITH THE RANGE OF INDICES BETWEEN 0 AND 25 FOR THESE CLASSIFICATIONS AS LISTED IN THE FEDERAL SPECIFICATIONS FOR THE BASIC MATERIALS, THE FINISHES, ADHESIVES, ETC. SPECIFIED FOR EACH SYSTEM, AND SHALL BE SUCH THAT WHEN COMPLETELY ASSEMBLED THE TOTAL WILL NOT EXCEED AN INDEX OF 50 IN CLASSIFICATION 111 AS LISTED IN THE FEDERAL SPECIFICATIONS. MODIFICATIONS SHALL BE MADE TO INSULATING MATERIALS, ETC. AS REQUIRED TO COMPLY WITH THE FEDERAL SPECIFICATIONS. 1.1.26 GUARANTEE A. THE CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE IN TRIPLICATE, WARRANTING ALL MATERIALS, EQUIPMENT AND LABOR FURNISHED BY HIM TO BE FREE OF ALL DEFECTS FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE BY THE OWNER. HE SHALL FURTHER GUARANTEE THAT ALL EQUIPMENT SHALL MEET THE CHARACTERISTICS, CAPACITIES AND WORKMANSHIP SPECIFIED AND WITHIN THE WARRANTY PERIOD, THE DEFECTS AND/OR EQUIPMENT WILL BE REPAIRED OR MADE GOOD WITHOUT COST TO THE OWNER. THE CONTRACTOR FURTHER AGREES TO CORRECT WARRANTY DEFICIENCIES WITHIN 48 HOURS OF NOTIFICATION BY MANAGEMENT. B. REFERENCE DOCUMENTS: CONDITIONS OF THE CONTRACT AND DIVISION 01 "GENERAL REQUIREMENTS" ARE MADE A PART OF THIS SECTION WHETHER ATTACHED HERETO OR NOT. SECTION 4 - HEATING, VENTILATION AND AIR-CONDITIONING SYSTEMS 4.1.1 SCOPE A. PROVIDE COMPLETE AIR SUPPLY, RETURN, OUTSIDE AIR AND EXHAUST SYSTEMS INCLUDING FANS, TERMINAL DEVICES AND OTHER COMPONENTS SPECIFIED HEREIN. 4.1.2 SUBMITTALS A. SHOP DRAWINGS: SUBMIT COMPLETE SHOP DRAWINGS, IN ACCORDANCE WITH SECTION 1, INDICATING MATERIALS, QUANTITIES, SIZES AND INSTALLATION DETAILS. 4.1.3 COORDINATION A. INSTALL MATERIALS AND EQUIPMENT AT PROPER TIME TO KEEP PACE WITH THE GENERAL CONSTRUCTION AND THE WORK OF THE OTHER TRADES INVOLVED. 4.1.4 WARRANTY A.THE MECHANICAL SUB-CONTRACTOR SHALL WARRANTY ALL MATERIAL, WORKMANSHIP AND EQUIPMENT FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE BY THE OWNER. THE WARRANTY SPECIFICALLY IMPLIES THAT ANY DEFECTIVE PORTION BECOMING APPARENT DURING THIS PERIOD WILL BE REPAIRED, REPLACED OR OTHERWISE MADE GOOD AT NO ADDITIONAL COST TO THE OWNER. IT SHALL FURTHER INCLUDE REPLACEMENT OR REFRIGERANT LOSS NOT DUE TO OWNER NEGLIGENCE. COMPRESSORS SHALL CONTAIN AN ADDITIONAL FOUR-YEAR WARRANTY. 4.2.1 DUCTWORK A.RIGID DUCTWORK: ALL AIR CONDITIONING AND EXHAUST DUCTWORK, PLENUM, CASINGS AND SHEET METAL, CONNECTIONS SHALL BE FABRICATED OF NEW JOINT-FORMING QUALITY GALVANIZED PRIME GRADE SHEETS. B.RECTANGULAR LOW PRESSURE DUCTS: CONSTRUCTED OF THE FOLLOWING MINIMUM GAUGES: LARGEST DIMENSION OF DUCT GAUGE OF METAL UP TO 12"NO. 26 U.S. GAUGE 13" TO 30"NO. 24 U.S. GAUGE 31" TO 54"NO. 22 U.S. GAUGE C.C. ROUND LOW PRESSURE DUCTS: "SNAP-LOK" AS MANUFACTURED BY UNITED SHEET METAL COMPANY. D.RECTANGULAR DUCTWORK FITTINGS: FABRICATED PER SMACNA STANDARDS FOR LOW-PRESSURE DUCTWORK(2-INCH PRESSURE CLASS). E.ROUND DUCTWORK FITTINGS: AS MANUFACTURED BY UNITED SHEET METAL CO., AND/OR AS DETAILED ON THE DRAWINGS. F.FLEXIBLE CONNECTIONS: CONNECTIONS TO AIR CONDITIONING UNITS AND FANS SHALL BE FLEXIBLE CONNECTIONS WHICH SHALL BE NEOPRENE COATED GLASS FABRIC WEIGHING NOT LESS THAN 30 OUNCES PER SQUARE YARD AND AT LEAST 1/16" THICK. G.AT THE CONTRACTOR'S OPTION, 2" INSULATED FLEXIBLE DUCT MAY BE USED FOR FINAL RUN OUT TO AIR DEVICES WHEN INSTALLED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. FLEXIBLE RUN OUTS SHALL NOT EXCEED 5-FEET EXTENDED LENGTH. H.SURFACE-BURNING CHARACTERISTICS FOR SEALANTS AND GASKETS SHALL BE A MAXIMUM FLAME-SPREAD INDEX OF 25 AND A MAXIMUM SMOKE-DEVELOPED INDEX OF 50 WHEN TESTED ACCORDING TO UL 723; CERTIFIED BY AN NRTL I.ACCESS DOORS SHALL BE PROVIDED FOR ACCESS TO ALL DAMPERS, FUSIBLE LINKS, AND WHERE REQUIRED FOR MAINTENANCE AND CLEANING OPERATIONS. ACCESS DOORS SERVING INSULATED DUCTS SHALL BE DOUBLE-SKIN DOORS WITH ONE INCH OF INSULATION ON THE DOOR. WHERE DUCT SIZE PERMITS, THE ACCESS DOORS SHALL BE16-INCHES BY 18-INCHES. ACCESS DOORS SHALL BE AS MANUFACTURED BY MILCOR. 4.3.1 INSULATION A.ALL RECTANGULAR SHEET METAL DUCTS SHALL BE INSULATED WITH 1.5-INCH" THICK, 3/4" LB DENSITY FIBERGLASS-FACED INSULATION, OR AS REQUIRED TO MEET A MINIMUM INSTALLED R-VALUE OF 6.0. INSTALL WITH ALL JOINTS OVERLAPPED AND NEATLY SEALED. B.ALL ROUND SHEET METAL DUCTS SHALL BE INSULATED WITH 2" THICK, 3/4" LB DENSITY FIBERGLASS-FACED INSULATION, OR AS REQUIRED TO MEET A MINIMUM INSTALLED R-VALUE OF 6.0. INSTALL WITH ALL JOINTS OVERLAPPED AND NEATLY SEALED WITH UL 181 LISTED SEALANT. C.INSULATE REFRIGERANT PIPING WITH 3/8" THICK ARMAFLEX. APPLY INSULATION WITH ALL JOINTS FIRMLY BUTTED TOGETHER. 4.4.1 FILTERS A.FILTERS SHALL BE 1" THROW AWAY TYPE AND SHALL BE FARR 30-30 FILTER OR EQUAL TYPES BY CAMBRIDGE OR MICROTRON. MAXIMUM VELOCITY THROUGH FILTER MEDIA SHALL BE 500 FPM. 4.5.1 AIR DISTRIBUTION DEVICES A. AIR DISTRIBUTION DEVICES SHALL BE FURNISHED WITH FRAME STYLES, DEFLECTING DEVICE, DAMPERS AND OTHER ACCESSORIES AS SHOWN ON THE SCHEDULE, AS MANUFACTURED BY TITUS OR APPROVED EQUAL BY METAL-AIRE, PRICE, OR KRUEGER. B. WALL LOUVERS SHALL BE RECESSED FRAME DOUBLE WEATHER STOP WITH BIRD SCREEN. PROVIDE RUSKIN MODEL L545 OR APPROVED EQUAL BY GREENHECK OR SEMCO. C. FURNISH AND INSTALL SCREENS ON ALL DUCT, FAN OR OTHER MECHANICAL OPENINGS OR EQUIPMENT FURNISHED BY THIS CONTRACTOR, WHICH LEAD TO OR ARE OUTDOORS. SCREENS SHALL BE 16 GAUGE, ONE-HALF INCH MESH IN REMOVABLE GALVANIZED FRAMES. 4.6.6 SYSTEM CHARGING AND STARTUP A. SUPPLY THE INITIAL CHARGE OF REFRIGERANT AS REQUIRED TO COMPLETELY CHARGE THE SYSTEM. ANY LOSS OF REFRIGERANT OR OIL DURING TESTING PERIOD OR INITIAL RUNS SHALL BE REPLACED BY THE MECHANICAL SUB-CONTRACTOR AT HIS COST. B. THE SYSTEMS SHALL BE CHARGED ONLY AFTER THEY HAVE BEEN TESTED AND RENDERED FREE OF LEAKS AND THOROUGHLY EVACUATED USING A VACUUM PUMP AND A RELIABLE VACUUM DEHYDRATION INDICATOR, FOLLOWING STANDARD RECOMMENDED PROCEDURES. C. MECHANICAL SUB-CONTRACTOR SHALL OPERATE ALL SYSTEMS UNTIL THE SATISFACTORY PERFORMANCE OF SPECIFICATION REQUIREMENTS IS DEMONSTRATED TO THE COMPLETE SATISFACTION OF THE CONTRACTOR. PRIOR TO,AND DURING OPERATION, ALL CONTROLS AND OTHER APPURTENANCES AND DEVICES SHALL BE ADJUSTED AND CALIBRATED. TEST ALL SAFETY DEVICES AND MAKE READY FOR AUTOMATIC OPERATION. ALL SYSTEMS SHALL BE CALIBRATED, AND ALL FANS AND OTHER ROTATING PARTS SHALL BE PROPERLY LUBRICATED AND CHECKED FOR CORRECT ALIGNMENT. D. THE MECHANICAL SUB-CONTRACTOR, DURING OPERATION AND BALANCING PERIODS, SHALL INSTRUCT THE CONTRACTOR'S AND OWNER'S PERSONNEL IN THE OPERATION AND CONTROL OF THE SYSTEMS AND MAINTENANCE SCHEDULE. SECTION 5 - SYSTEM BALANCING 5.1.1 SCOPE A. TESTING, ADJUSTMENT AND START-UP OF MECHANICAL SYSTEMS SHALL BE PERFORMED BY PERSONNEL CERTIFIED BY THE AMERICAN AIR BALANCE COUNCIL OR SIMILAR ORGANIZATION. TESTING, ADJUSTING AND BALANCING SHALL BE PERFORMED BY AN INDEPENDENT 3RD PARTY CONTRACTOR. ALL NECESSARY TEST EQUIPMENT, INSTRUMENTS, MATERIALS AND LABOR REQUIRED FOR PERFORMING ALL THE TESTS DESCRIBED SHALL BE PROVIDED AS PART OF THE WORK OF THIS DIVISION. B. UPON COMPLETION OF THE INSTALLATION AND START-UP OF THE MECHANICAL EQUIPMENT, CHECK, ADJUST AND BALANCE SYSTEMIC COMPONENTS TO OBTAIN OPTIMUM CONDITIONS IN EACH CONDITIONED SPACE IN THE BUILDING. C. PRIOR TO REQUESTING A FINAL INSPECTION, THIS SUB-CONTRACTOR SHALL PREPARE AND SUBMIT TO THE ARCHITECT/ENGINEER OF RECORD COMPLETE REPORTS ON THE BALANCE AND OPERATIONS OF THE SYSTEM, BEARING THE SEAL OF A CERTIFIED AIR BALANCE TECHNICIAN. IN THIS REPORT, THE ORIGINAL CONDITIONS MEASURED AT STARTUP AND FINAL CONDITIONS AFTER BALANCING OF ALL EQUIPMENT SHALL BE CLEARLY INDICATED. D. MAKE AN INSPECTION IN THE BUILDING DURING THE OPPOSITE SEASON FROM THAT IN WHICH THE INITIAL ADJUSTMENTS WERE MADE AND, AT THE TIME, MAKE ANY NECESSARY MODIFICATIONS TO THE INITIAL ADJUSTMENTS REQUIRED TO PRODUCE OPTIMUM OPERATION OF THE SYSTEMIC COMPONENTS TO PRODUCE THE PROPERTY CONDITIONS IN EACH CONDITIONED SPACE. 5.1.2 WORK INCLUDED A. THE BALANCING TECHNICIAN SHALL BE RESPONSIBLE FOR INSPECTING, ADJUSTING, BALANCING AND LOGGING THE DATA ON THE PERFORMANCE OF FANS, ALL DAMPERS IN THE DUCT SYSTEMS AND ALL AIR DISTRIBUTION DEVICES. THE MECHANICAL CONTRACTOR AND THE SUPPLIERS OF THE EQUIPMENT INSTALLED SHALL ALL COOPERATE WITH THE BALANCING TECHNICIAN TO PROVIDE ALL NECESSARY DATA ON THE DESIGN AND PROPER APPLICATION OF THE SYSTEMATIC COMPONENTS AND SHALL FURNISH ALL LABOR AND MATERIALS REQUIRED TO ELIMINATE ANY DEFICIENCIES OR IMPROPER-PERFORMANCE. B. DURING THE BALANCING, THE TEMPERATURE REGULATION SHALL BE ADJUSTED FOR PROPER RELATIONSHIP BETWEEN CONTROLLING INSTRUMENTS AND CALIBRATED BY THE TEMPERATURE CONTROLS SUB-CONTRACTOR USING DATA SUBMITTED BY THE BALANCING TECHNICIAN. THE TOTAL VARIATION SHALL NOT EXCEED 3 DEGREES FROM THE PRESENT MEDIAN TEMPERATURE DURING THE ENTIRE TEMPERATURE SURVEY PERIOD. C. IN ALL FAN SYSTEMS, BALANCE THE AIR QUANTITIES TO BE BETWEEN PLUS 10- TO MINUS 5-PERCENT OF THE VALUES SHOWN ON THE PLANS. IT SHALL BE THE OBLIGATION OF THE MECHANICAL CONTRACTOR TO FURNISH OR REVISE FAN DRIVES AND/OR MOTORS, IF NECESSARY, WITHOUT COST TO THE CONTRACTOR, TO ATTAIN THE SPECIFIED AIR VOLUME. 5.1.3 REPORT A. BEFORE FINAL ACCEPTANCE IS MADE, THE BALANCING TECHNICIAN SHALL PREPARE A DETAILED, WRITTEN REPORT. B. THE DATA SHALL BE NEATLY ENTERED ON APPROPRIATE FORMS TOGETHER WITH ANY TYPED SUPPLEMENTS REQUIRED TO COMPLETELY DOCUMENT ALL RESULTS. C. WRITTEN EXPLANATIONS OF ANY ABNORMAL CONDITIONS SHALL BE INCLUDED. ALL THIS SHALL BE ASSEMBLED INTO A SUITABLE BROCHURE, AND A TOTAL OF FOUR COPIES SHALL BE PROVIDED. D. THE TYPED TEST DATA SHEETS AND CORRELATION OF THE TEST RESULTS SHALL BE CERTIFIED TO BE TRUE AND CORRECT BY A CERTIFIED AIR BALANCE TECHNICIAN OVER THE SIGNATURE OF THE SUBCONTRACTOR. SUCH SIGNATURE SHALL BE EXECUTED BY AN OFFICER IF THE SUBCONTRACTING FIRM IS A CORPORATION, A PARTNER IF A PARTNERSHIP, OR BY THE OWNER IS A SOLE OWNERSHIP. THIS DATA SHALL BE DELIVERED TO DESIGNATED MEMBERS OF THE BUILDING OPERATING PERSONNEL NOT LESS THAN THREE DAYS AFTER THE TEXTS ARE COMPLETE SETTINGS, READING, ETC. SHALL BE PREPARED AND SUBMITTED IN QUADRUPLICATE. 5.1.4 INSTRUCTIONS A. DURING THE TEST PERIODS, THE BALANCING TECHNICIAN SHALL INSTRUCT THE BUILDING MAINTENANCE PERSONNEL IN THE CONSTRUCTION AND OPERATION OF ALL EQUIPMENT. 1.1.9 COOPERATION A. ALL WORK UNDER THESE SPECIFICATIONS SHALL BE ACCOMPLISHED IN CONJUNCTION WITH OTHER TRADES ON THIS PROJECT IN A MANNER WHICH WILL ALLOW EACH TRADE ADEQUATE TIME AT THE PROPER STAGE OF CONSTRUCTION TO FULFILL HIS WORK. B. MAINTAINING CONTACT AND BEING FAMILIAR WITH THE PROGRESS OF THE GENERAL CONSTRUCTION AND THE TIMELY INSTALLATION OF SLEEVES AND INSERTS, ETC., BEFORE CONCRETE IS PLACED SHALL BE THE RESPONSIBILITY OF THIS TRADE, AS WILL THE INSTALLATION OF THE REQUIRED SYSTEMS IN THEIR SEVERAL STAGES, AT THE PROPER TIME TO EXPEDITE THIS CONTRACT AND AVOID UNNECESSARY DELAYS IN THE PROGRESS OF OTHER CONTRACTS, AND MEET ALL REQUIREMENTS OF PROGRESS SCHEDULES SET UP BY THE ARCHITECT. C. SHOULD ANY QUESTION ARISE BETWEEN TRADES AS TO THE PLACING OF LINES, DUCTS, CONDUITS, FIXTURES OR EQUIPMENT, OR SHOULD IT APPEAR DESIRABLE TO REMOVE ANY GENERAL CONSTRUCTION WHICH WOULD AFFECT THE APPEARANCE OR STRENGTH OF THE STRUCTURE, REFERENCE SHALL BE MADE TO THE ARCHITECT FOR INSTRUCTION. 1.1.10 SCHEDULE OF MATERIAL AND EQUIPMENT A. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL A COMPLETE SCHEDULE OF MATERIAL AND EQUIPMENT WHICH IS TO BE INSTALLED UNDER THE CONTRACT. THE SCHEDULE SHALL BE SUBMITTED WITHIN 30 DAYS AFTER THE AWARD OF THIS CONTRACT AND PRIOR TO THE INSTALLATION OR FABRICATION OF ANY OF THE MATERIAL INVOLVED. THE SCHEDULE SHALL INCLUDE FOR MATERIALS THE MANUFACTURER'S NAME, CATALOG NUMBER, TYPE AND TRADE NAME; IN ADDITION, FOR EQUIPMENT, ATTACH MANUFACTURER'S ENGINEERING DATA AND SPECIFICATION SHEET. 1.1.11 SHOP DRAWINGS AND SUBMITTALS: A. PROVIDE SUBMITTALS AND SHOP DRAWINGS (3 COPIES MINIMUM) FOR THE FOLLOWING EQUIPMENT AND LAYOUT: 1.DUCTWORK FABRICATION DETAILS AND LAYOUT AT 1/8" = 1'-0" SCALE. 2.MECHANICAL EQUIPMENT CUT SHEETS INCLUDING ALL PERFORMANCE CHARACTERISTICS, ACCESSORIES, DRAWINGS, WIRING DIAGRAMS, ETC. ACCESSORIES SHALL BE CLEARLY LABELED TO SHOW WHAT IS AND IS NOT PROVIDED. 3.PIPING DETAILS SHOWING MATERIALS USED AND JOINING/SEALING METHODS. 4.PIPING LAYOUT AT 1/8" = 1'-0" SCALE. B. EQUIPMENT SHALL NOT BE ORDERED UNTIL APPROVED BY THE ARCHITECT AND ENGINEER OF RECORD. THE CONTRACTOR SHALL ALLOW TWO (2) WEEKS FOR DESIGN TEAM REVIEW OF SUBMITTALS. 1.1.12 DRAWINGS AND SPECIFICATIONS A. THE DRAWINGS SHOW, DIAGRAMMATICALLY, THE LOCATIONS OF THE VARIOUS LINES, DUCTS, CONDUITS, FIXTURES AND EQUIPMENT AND THE METHOD OF CONNECTING AND CONTROLLING THEM. IT IS NOT INTENDED TO SHOW EVERY CONNECTION IN DETAIL AND ALL FITTINGS REQUIRED FOR A COMPLETE SYSTEM. THE SYSTEMS SHALL INCLUDE, BUT ARE NOT LIMITED TO, THE ITEMS SHOWN ON THE DRAWINGS. EXACT LOCATIONS OF THESE ITEMS SHALL BE DETERMINED BY REFERENCE TO THE GENERAL PLANS AND MEASUREMENTS AT THE BUILDING AND IN COOPERATION WITH OTHER SUB-CONTRACTORS AND, IN ALL CASES, SHALL BE SUBJECT TO THE APPROVAL OF THE CONTRACTOR. THE CONTRACTOR RESERVES THE RIGHT TO MAKE ANY REASONABLE CHANGE IN THE LOCATION OF ANY PART OF THIS WORK WITHOUT ADDITIONAL COST TO THE OWNER. B. SHOULD ANY CHANGES BE DEEMED NECESSARY BY THE CONTRACTOR IN ITEMS SHOWN ON THE CONTRACT DRAWINGS, SHOP DRAWINGS AND DESCRIPTIONS, THE REASON FOR THE PROPOSED CHANGES SHALL BE SUBMITTED TO THE OWNER FOR APPROVAL. C. EXCEPTIONS AND INCONSISTENCIES IN PLANS AND SPECIFICATIONS SHALL BE BROUGHT TO THE CONTRACTOR'S ATTENTION BEFORE BIDS ARE SUBMITTED; OTHERWISE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF ANY AND ALL CHANGES AND ADDITIONS THAT MAY BE NECESSARY TO ACCOMMODATE HIS PARTICULAR APPARATUS. D. THE CONTRACTOR SHALL LAY OUT HIS WORK MAINTAINING ALL LINES, GRADES AND DIMENSIONS ACCORDING TO THESE DRAWINGS WITH DUE CONSIDERATION FOR OTHER TRADES AND VERIFY ALL DIMENSIONS AT THE SITE PRIOR TO ANY FABRICATION OR INSTALLATION. SHOULD THE LAYOUT BE IMPRACTICAL, THE CONTRACTOR SHALL BE NOTIFIED BEFORE ANY INSTALLATION OR FABRICATION, AND THE EXISTING CONDITIONS SHALL BE INVESTIGATED AND PROPER CHANGES EFFECTED WITHOUT ANY ADDITIONAL COST. E. TITLES OF SECTIONS AND PARAGRAPHS IN THESE SPECIFICATIONS ARE INTRODUCED MERELY FOR CONVENIENCE AND ARE NOT TO BE CONSTRUED AS A CORRECT OR COMPLETE SEGREGATION TO TABULATION OF THE VARIOUS UNITS OF MATERIAL AND/OR WORK. THE ARCHITECT DOES NOT ASSUME ANY RESPONSIBILITY, EITHER DIRECT OR IMPLIED, FOR OMISSIONS OR DUPLICATIONS BY THE CONTRACTOR OR ANY SUB-CONTRACTOR DUE TO REAL OR ALLEGED ERROR IN THE ARRANGEMENT OF MATTER IN THE CONTRACT DOCUMENTS. 1.1.13 ARCHITECT'S APPROVAL A. IN ANY STATEMENT UNDER THIS CONTRACT WHERE "APPROVAL" IS REQUIRED OR REQUESTED, IT IS UNDERSTOOD THAT SUCH APPROVAL MUST BE OBTAINED FROM THE ARCHITECT IN WRITING BEFORE PROCEEDING WITH THE PROPOSAL, AND AN ADEQUATE NUMBER OF COPIES OF ANY SUCH PROPOSAL SHALL BE SUBMITTED TO THE ARCHITECT. B. THE APPROVAL BY THE ARCHITECT OF ANY MATERIALS, CHANGES, DRAWINGS, ETC., SUBMITTED BY THE CONTRACTOR WILL BE CONSIDERED AS GENERAL ONLY AND TO AID THE CONTRACTOR IN EXPEDITING HIS WORK. SUCH APPROVAL AS MAY BE GIVEN DOES NOT IN ANY WAY RELIEVE THE CONTRACTOR FROM THE NECESSITY OF FURNISHING THE MATERIALS AND PERFORMING ALL WORK AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS. 1.1.14 LOCAL RESTRICTIONS A. THE CONTRACTOR SHALL BECOME FAMILIAR WITH ALL RULES AND REGULATIONS OF THE CITY, COUNTY AND STATE, OR ANY OTHER AUTHORITY HAVING JURISDICTION OVER THIS PROJECT. IF IT IS THE CONTRACTOR'S OPINION THAT ANY WORK OR MATERIALS SHOWN ON THE DRAWINGS OR SPECIFICATIONS DO NOT COMPLY WITH THESE RULES AND REGULATIONS AS TO SIZE, TYPE, CAPACITY AND QUALITY, HE MUST MAKE IT KNOWN PRIOR TO THE SUBMISSION OF HIS BID, WHICH SHALL BE DEEMED EVIDENCE OF COMPLIANCE; OTHERWISE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE APPROVAL OF ALL WORK OR MATERIAL AND, IN THE EVENT THAT SUCH AUTHORITY SHOULD INDICATE DISAPPROVAL, HE SHALL CORRECT SAME WITH MATERIALS APPROVED BY THE ARCHITECT AT NO ADDITIONAL COST TO THE OWNER. 1.1.15 ELECTRICAL WIRING A. EXCEPT FOR SUCH ITEMS AS ARE NORMALLY WIRED UP AT THEIR POINT OF MANUFACTURE AND SO DELIVERED, AND UNLESS SPECIFICALLY NOTED TO THE CONTRARY HEREIN, THE ELECTRICAL SUBCONTRACTOR WILL DO ALL ELECTRIC WIRING OF EVERY CHARACTER FOR POWER SUPPLY. THE MECHANICAL SUBCONTRACTOR SHALL ERECT ALL MOTORS IN PLACE READY FOR CONNECTIONS AND SHALL FURNISH WITH EACH SUCH MOTOR A STARTER OF THE TYPE SPECIFIED AND DELIVER IT IN GOOD CONDITION TO THE ELECTRICAL SUBCONTRACTOR AT THE JOB. THE ELECTRICAL SUBCONTRACTOR WILL MOUNT ALL SUCH STARTERS, AS DIRECTED, FURNISHING SUPPORTING STRUCTURES WHERE NECESSARY. THE OWNER AND OTHER SUBCONTRACTORS SHALL FURNISH WITH EACH ITEM REQUIRING ELECTRICAL CONNECTIONS, THE NECESSARY INSTRUCTIONS AND WIRING DIAGRAMS TO THE ELECTRICAL SUBCONTRACTOR. THE ELECTRICAL SUBCONTRACTOR SHALL REFER TO THE SPECIFICATIONS TO DETERMINE THE SCOPE OF THE WORK. 1.1.16 LARGE APPARATUS AND EQUIPMENT A. ALL LARGE APPARATUS AND EQUIPMENT WHICH IS SPECIFIED OR SHOWN TO BE FURNISHED OR INSTALLED UNDER THIS CONTRACT, AND WHICH MAY BE TOO LARGE TO BE MOVED INTO ITS FINAL POSITION THROUGH THE NORMAL BUILDING OPENINGS PLANNED, SHALL BE PLACED BY THIS SUBCONTRACTOR IN ITS APPROXIMATE FINAL POSITION. THIS SHALL BE ACCOMPLISHED THROUGH COOPERATION AND COORDINATION WITH OTHER SUBCONTRACTORS BEFORE ANY OBSTRUCTING STRUCTURE IS INSTALLED. ALL APPARATUS SHALL BE CRIBBED UP FROM THE FLOOR BY THIS SUBCONTRACTOR AND CARED FOR AS SPECIFIED UNDER "STORAGE AND PROTECTION" OR AS DIRECTED BY THE ARCHITECT. 1.1.17 RESPONSIBILITY A. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE SATISFACTORY AND COMPLETE EXECUTION OF ALL WORK INCLUDED. HE SHALL PRODUCE COMPLETE FINISHED OPERATING SYSTEMS AND PROVIDE ALL INCIDENTAL ITEMS REQUIRED AS PART OF HIS WORK, REGARDLESS OF WHETHER SUCH ITEM IS PARTICULARLY SPECIFIED OR INDICATED. 1.1.18 CLEAN UP A. CLEAN UP TRASH AND DEBRIS CAUSED BY THE WORK OF THIS SECTION, KEEPING PREMISES, STREETS, SIDEWALKS AND ADJACENT AREAS CLEAN AND NEAT AT ALL TIMES. B. DISPOSE OF SUCH MATERIALS OUTSIDE THE LIMITS OF THE PROJECT SITE TO APPROVED LOCATIONS. 4.6.7 SPLIT SYSTEM AIR HANDLING UNITS A. SPLIT SYSTEM AIR HANDLING UNITS SHALL CONSIST OF AN INDOOR FAN AND COIL, CONNECTED TO A REMOTE AIR-COOLED CONDENSING UNIT, ALONG WITH RELATED REFRIGERANT PIPING AND ACCESSORIES. FAN SECTION AND COOLING COIL SHALL BE A COMPANION UNIT WITH THE CONDENSING UNIT; RATED TO PRODUCE THE MINIMUM REFRIGERANT CAPACITY AS SCHEDULED, TAKING INTO CONSIDERATION ALL CORRECTION FACTORS, ALTITUDE ADJUSTMENTS AND PIPING LOSSES. B. FAN COIL UNIT SHALL CONSIST OF A DIRECT-EXPANSION COOLING COIL, INSULATED DRAIN PAN, ELECTRIC HEATER, 240V MOTOR AND CENTRIFUGAL BLOWER ASSEMBLY, COMPLETELY FACTORY PRE-WIRED INCLUDING A 24V CONTROL CIRCUIT TRANSFORMER. C. FAN SHALL BE FORWARD CURVED, MOUNTED ON MOTOR SHAFT, DYNAMICALLY AND STATICALLY BALANCED. THE FAN SHALL DELIVER SCHEDULED CFM. THE MULTI-SPEED FAN MOTOR SHALL BE FACTORY LUBRICATED, HAVE INTERNAL OVERLOAD PROTECTION, BE RESILIENTLY MOUNTED AND SHALL NOT EXCEED 1 HP. FAN-MOTOR ASSEMBLY SHALL BE REMOVABLE FOR SERVICE. D. COOLING COIL SHALL BE CONSTRUCTED WITH ALUMINUM PLATE FINS MECHANICALLY BONDED TO NONFERROUS TUBING WITH JOINTS BRAZED. COIL SHALL HAVE FACTORY-INSTALLED REFRIGERANT METERING DEVICE AND REFRIGERANT LINE FITTINGS WHICH PERMIT MECHANICAL CONNECTIONS. UNITS SHALL BE PROVIDED WITH APPROPRIATE ACCESSORIES AND COMPONENTS FOR HEAT PUMP OPERATION. CONDENSATE PANS SHALL BE EQUIPPED WITH PRIMARY AND AUXILIARY DRAIN CONNECTIONS. E. COOLING CONTROL KIT SHALL CONTAIN 60VA-CONTROL CIRCUIT (24V) TRANSFORMER, INDOOR FAN RELAY, LINE VOLTAGE TERMINAL BLOCK AND LOW VOLTAGE TERMINAL STRIP. F. THERMOSTATS FOR AC UNITS SHALL BE PROGRAMMABLE, LOW VOLTAGE WITH SUB-BASE "MANUAL" SWITCHING OVER FROM HEATING TO COOLING AND A FAN "ON" OR "AUTOMATIC" SWITCH AND 7-DAY 2-EVENT PROGRAMMING. 4.6.2 SPLIT SYSTEM AIR COOLED CONDENSING UNITS A. CONDENSING UNITS SHALL BE ASSEMBLED ON A HEAVY-GAUGE INTEGRAL STEEL BASE. UNITS WILL BE WEATHER PROOFED AND INCLUDE HERMETIC COMPRESSOR, CONDENSER COIL, FANS AND MOTORS, CONTROLS AND HOLDING CHARGE OF REFRIGERANT. UNITS SHALL HAVE REMOVABLE PANELS WHICH ALLOW ACCESS TO ALL CONTROLS AND MOTOR COMPONENTS. B.UNIT FRAME: ONE-PIECE WELDED ASSEMBLY OF HEAVY-GAUGE ZINC-COATED STEEL. EXTERIOR SURFACES WILL BE CLEANED, PHOSPHATIZED AND FINISHED WITH AN AIR-DRY ENAMEL FINISH. C. DIRECT-DRIVE, HERMETIC RECIPROCATING COMPRESSOR WITH INTEGRAL SUCTION ACCUMULATOR; TWO-POINT LUBRICATION FOR EACH BEARING AND CONNECTING ROD; AND WELL; SUCTION AND DISCHARGE VALVES; AND RUBBER-IN-SHEAR ISOLATORS. MOTORS WILL BE SUCTION GAS COOLED AND HAVE A VOLTAGE UTILIZATION RANGE PLUS OR MINUS 10 PERCENT OR NAMEPLATE VOLTAGE. TWO WINDING THERMOSTATS EMBEDDED BETWEEN THE THREE MOTOR WINDINGS WILL PROTECT AGAINST EXCESSIVE WINDING TEMPERATURES. D. CONDENSER FAN AND MOTORS: DIRECT DRIVE FANS, STATICALLY AND DYNAMICALLY BALANCED, WITH STEEL BLADES AND ZINC-PLATED SHEET HUBS. MOTORS WITH PERMANENTLY LUBRICATED BALL BEARINGS, BUILT-IN CURRENT AND THERMAL OVERLOAD PROTECTION, AND WEATHER-TIGHT SLINGERS OVER BEARINGS. E. CONDENSER COIL: AIR-COOLED; CONFIGURATED ALUMINUM FIN SECONDARY SURFACES MECHANICALLY BONDED TO PRIMARY SURFACE OF 3/8-INCH OUTSIDE SEAMLESS COPPER TUBING. SUB-COOLING CIRCUIT(S) WITH LIQUID ACCUMULATOR(S) STANDARD. FACTORY TESTING AT 450 PSIG AIR PRESSURE. VACUUM DEHYDRATED. 03-12-2025 03-12-2025 03-12-2025 03-12-2025 DESIGN DRAWINGS ARE SCHEMATIC. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THE CONTRACT SHALL INCLUDE ALL LABOR AND MATERIALS CECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTOR'S COST. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES. THE PLANS AND SPECIFICATIONS NOT WITHSTANDING, THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. ELECTRICAL CONTRACTOR SHALL VERIFY EXACT AMP DRAW ON ALL EXISTING CIRCUITS/PANELS TO BE REVISED TO ENSURE OVERLOADING CONDITION DOES NOT OCCUR PRIOR TO ADDING ADDITIONAL ITEMS TO CIRCUITS/PANELS. FIELD VERIFY ALL CONDITIONS ELECTRICAL SYMBOLS LEGEND WALL MOUNTED DUPLEX RECEPTACLE AT 18" AFF UNLESS NOTED OTHERWISE TGC WALL MOUNTED QUADRAPLEX RECEPTACLE AT 18" AFF UNLESS NOTED OTHERWISE CEILING MOUNTED DUPLEX RECEPTACLE SINGLE PURPOSE SPECIAL RECEPTACLE WALL MOUNTED 208V RECEPTACLE AT 18" AFF UNLESS NOTED OTHERWISE WALL MOUNTED JUNCTION BOX AT 18" AFF UNLESS NOTED OTHERWISE FLUSH FLOOR MOUNTED JUNCTION BOX DISCONCECT SWITCH IN NEMA ENCLOSURE - SIZE AS INDICATED ON PLANS FUSED DISCONCECT SWITCH IN NEMA ENCLOSURE - SIZE AS INDICATED ON PLANS WALL MOUNTED VOICE/DATA OUTLET AT 18" AFF UNLESS NOTED OTHERWISE WALL MOUNTED VOICE OUTLET AT 18" AFF UNLESS NOTED OTHERWISE WALL MOUNTED DATA OUTLET AT 18" AFF UNLESS NOTED OTHERWISE FLUSH FLOOR MOUNTED VOICE OUTLET FLUSH FLOOR MOUNTED VOICE/DATA OUTLET FLUSH FLOOR MOUNTED DATA OUTLET SINGLE POLE TOGGLE SWITCH OCCUPANCY SENSOR SWITCH OCCUPANCY SENSOR/DIMMER SWITCH STEP DOWN TRANSFORMER - SIZE AS INDICATED ON PLANST INDICATES HOMERUN INDICATES CIRCUIT CONTINUATION INDICATES GROUND WIRE INDICATES HOT WIRE INDICATES NEUTRAL WIRE INDICATES SWITCHLEG PHONE BOARD ABBREVIATIONS TENANT GENERAL CONTRACTOR EC ELECTRICAL CONTRACTOR WP WEATHER PROOF AFF ABOVE FINISHED FLOOR GFCI GROUND FAULT CIRCUIT INTERRUPTER UNO UNLESS NOTED OTHERWISE FA FIRE ALARM TEN TENANT LL LANDLORD CKT CIRCUIT NIC NOT IN CONTRACT IG ISOLATED GROUND DED DEDICATED R RELOCATED EX EXISTING TO REMAIN EM EMERGENCY NL NIGHT LIGHT EF EXHAUST FAN MOCP MAXIMUM OVERCURRENT PROTECTION FLA FULL LOAD AMPS NTS NOT TO SCALE TYP TYPICAL RTU ROOF TOP UNIT AHJ AUTHORITY HAVING JURISDICTION CU CONDENSING UNIT HP HORSEPOWER FACP FIRE ALARM CONTROL PANEL MCA MINIMUM CIRCUIT AMPACITY XFMR TRANSFORMER T/C TIMECLOCK CKT CIRCUIT LTG LIGHTING PWR POWER GROUND BUCK BOOST TRANSFORMER INV INVERTER AS SPECIFIED ON PLAN THERMOSTAT AHU AIR HANDLER UNIT ETR EXISTING TO REMAIN OS OCCUPANCY SENSOR EDH ELECTRIC DUCT HEATER MC MECHANICAL CONTRACTOR PC PLUMBING CONTRACTOR PNL ELECTRICAL PANEL NF NON-FUSED GND GROUND #AF SIZE INDICATED AMP FUSED C/B CIRCUIT BREAKER QUAD QUADRAPLEX RECEPTACLE GFCI RECEPTACLE. COORDINATE MOUNTING HEIGHT AND LOCATION WITH PLANS. HALF-SWITCHED DUPLEX CONVENIENCE RECEPTACLE MOUNTED AT +18" AFF TO CENTER OF BOX OR AS NOTED. COMPUTER DUPLEX RECEPTACLE AT 18" AFF TO CENTER OR AS NOTED. PROVIDE 'GRAY' OUTLET BODY WITH STANDARD COVERPLATE OUTLETS. #AS SIZE INDICATED AMP SWITCH #AS SIZE INDICATED AMP SWITCH SURFACE MOUNTED 120/208V PANEL - 3'-0" CLEARANCE IN FRONT OF PANEL PER CEC RECESSED MOUNTED 120/208V PANEL - 3'-0" CLEARANCE IN FRONT OF PANEL PER CEC SURFACE MOUNTED 277/480V PANEL - 3'-6" CLEARANCE IN FRONT OF PANEL PER CEC RECESSED MOUNTED 277/480V PANEL - 3'-6" CLEARANCE IN FRONT OF PANEL PER CEC MAIN SWITCHBOARD OR DISTRIBUTION PANEL - VERIFY VOLTAGE ON RISER DIAGRAM S OSS VSDS J J FLUSH FLOOR MOUNTED DUPLEX RECEPTACLE TV PB TELEVISION OUTLET, COAX CABLE IN 1"C, 4" SQUARE BOX WITH SINGLE DEVICE RING PLATE. MOUNT BOTTOM OF JUNCION BOX AT 16" AFF, UNO LOW VOLTAGE TRANSFORMER PUSH BUTTON TR T OS LV CEILING MOUNT OCCUPANCY SENSOR LV DIMMER SWITCHLVDS MOTOR RATED SWITCHSM DUCT SMOKE DETECTOR NOTE: NOT ALL SYMBOLS OR ABBREVIATIONS MAY APPEAR ON PLANS. ALL DIMENSIONS ARE TO CENTER OF DEVICE UNLESS OTHERWISE NOTED. PANEL X AND CIRCUIT NUMBER INDICATOR YY}PANEL-CIRCUIT NUMBERX-YY D Clayton Lucas, P.E. CA-E24065 101 Nightlinger Lane Millsap, TX 76066 (817) 901-5191 03/12/2025 NE U T R A L HO T NEW TC1 INTERMATIC ET90615CR 0-2 HR OVERRIDE SWITCH CONTROL SWITCH 'S2' A-9 SALES DISPLAY LTG CONTROL SWITCH 'S3' A-7 SALES GENERAL LTG 50% LIGHTING CONTROL SCHEDULES SWITCHBANK DETAIL TIMECLOCK DETAIL OS NORMALLY OPEN (MECHANICALLY HELD) LIGHTING CONTACTORS IN APPROVED ENCLOSURE 20A MINIMUM RATED CONTACTS. SQUARE D 8903LXG60 (8-POLE) CONTACTOR OR EQUAL. SYMBOL NOTESDESCRIPTIONMANUFACTUREMODEL CONTROL SWITCH 'S1' OS DOS SWITCH LUTRON DIVA SINGLE-POLE SWITCH CA-1PS-WH -- 0-10V DIMMER/ OCCUPANCY SENSOR LUTRON MAESTRO MRF2S-8SD010-WH 8A OCCUPANCY/VACANCY CEILING SENSOR LUTRON LRF2-OCR2B-P-WH REQUIRES POWER PACK DIMMING MODULE: RMJS-8T-DV-B OCCUPANCY SENSOR LUTRON MAESTRO DUAL TECNOLOGY SENSOR SWITCH MS-A102-WH TOILET ROOM NEW TC2 INTERMATIC T1471BR A-16 SALES WALL FIXTURE A-18 SALES WALL FIXTURE SALES GENERAL LIGHTING 50% SALES DISPLAY LIGHTING TC1 SALES +48" AFF TIMECLOCK DETAIL NE U T R A L HO T A-29 SIGN S4 BOH DOS 0-10V DIMMING S S3 S1 # SALES GENERAL LIGHTING 50% S2 A-27 SALES DISPLAY CONTROL SWITCH 'S4' A-15 LIGHTBOX REAR A-22 SALES WALL FIXTURE CALLOUT SYMBOL MODEL LAMP VOLTS MOUNTING NOTES C DESCRIPTION MANUFACTURE C-EM COLOR WATTS NOTES: 1.DO NOT ORDER FROM THIS SCHEDULE. CONFIRM ALL FIXTURES AND QUANTITIES WITH ARCHITECTURAL DRAWINGS PRIOR TO ORDERING. 2.CONTRACTOR TO ENSURE THAT ALL LIGHTING EXPOSED TO THE PLENUM IS PLENUM RATED. EX A2 A2-EM C1 CONTROL SWITCH 'S5' 2HR OVERRIDE SWITCH OVERRIDE SWITCH TO BE LOCATED NEXT TO TIMECLOCK A-20 SALES WALL FIXTURE SALES S5 CONTACTOR C1 DISPLAY LIGHTING A-4 SALES DISPLAY LTG 50% A-24 SALES WALL FIXTURE RECESSED120VLED18WADJUSTABLE ROUND DOWNLIGHT EZ-NC-A17.T.18.120.LE/TE EZRA-A17.TL.MWW.WF.409 AMERLUX ESSENZA - WIDE FLOOD TRIMLESS SUSPENDED120-277VLED24W48" LINEAR LED LLSN3W-XX-4S3-HARCHIPELAGOWHITE -- SET 4FT TO 24W RECESSED120VLED18WADJUSTABLE ROUND DOWNLIGHT W/ 90 MIN. EMERGENCY BATTERY BACKUP EZ-NC-A17.T.18.120.LE/TE.EM EZRA-A17.TL.MWW.WF.409 AMERLUX ESSENZA - WIDE FLOOD TRIMLESS 90 MIN. EMERGENCY BATTERY BACKUP SUSPENDED120-277VLED24W48" LINEAR LED W/ 90 MIN. EMERGENCY BATTERY BACKUP LLSN3W-XX-4S3-H2/EM08ARCHIPELAGOWHITE SET 4FT TO 24W 90 MIN. EMERGENCY BATTERY BACKUP LED EDGELIT EXIT SIGN SURFACE120VELXTEU-1-G-C-W-EM LED 5WBEST LIGHTING 90 MIN. EMERGENCY BATTERY BACKUPGREEN/ CLEAR EM LED TRACK LIGHT TRACK MOUNTED PARI-M.W.CT 120.24.409.LE/TE LED 25WAMERLUX TRACK JUNO TRACK MASTER MODEL NUMBER: T-LENGTH-WH WHITE 120-277V LED TRACK LIGHT TRACK MOUNTED PARI-M.W.CT 120.38.409.LE/TE LED 25WAMERLUX TRACK JUNO TRACK MASTER MODEL NUMBER: T-LENGTH-WH WHITE 120-277V TRACK SUSPENDED ROD SURFACEJUNO - T (VARIES) WH/T38, WH/T38 RP, WH/T23, WH/T597-144N WH, WH/T598-144N WH LENGTHS VARY ----JUNOWHITE -- L5 L6 T1 Clayton Lucas, P.E. CA-E24065 101 Nightlinger Lane Millsap, TX 76066 (817) 901-5191 03/12/2025 A-29 1 J SB DOS A-4 (S4) 9 TC1 TC2S 11 10 a.ALL FIXTURES IN SUSPENDED T-BAR CEILINGS SHALL BE SUPPORTED BY A MINIMUM OF TWO #12 AWG FIXTURE SUPPORT WIRES. b.INSTALLATIONS OF CONDUITS AND WIRES SHALL BE CONCEALED ABOVE THE CEILING AND BEHIND WALLS. WHERE NOT POSSIBLE, CONTRACTOR SHALL OBTAIN APPROVAL FOR EXPOSED LOCATIONS PRIOR TO ROUGH IN. USE WIREMOLD IN EXPOSED AREAS. c.COORDINATE INSTALLATION OF LIGHT FIXTURES WITH MECHANICAL WORK AND FIRE SPRINKLER WORK. d.ALL EMERGENCY BATTERY PACK IN EMERGENCY LIGHT FIXTURES SHALL BE WIRED AHEAD OF ALL LIGHT SWITCHES, OCCUPANCY SENSORS AND LIGHTING CONTROLS. FIXTURE SHALL RETAIN LOCAL ON/OFF CONTROL. e.THE CONTRACTOR SHALL COORDINATE THE EXACT MOUNTING LOCATION OF ALL LIGHT FIXTURES, LIGHT SWITCHES AND ANY OTHER DEVICE LOCATIONS SHOWN ON THIS PLAN WITH THE ARCHITECTURAL FLOOR PLAN, ARCHITECTURAL REFLECTED CEILING PLAN, AND ARCHITECTURAL INTERIOR ELEVATIONS. DEVICES NOTE LOCATED ON THE ARCHITECTURAL DRAWINGS SHALL BE COORDINATED WITH THE ARCHITECT IN THE FORM OF RFI (REQUEST FOR INFORMATION). CONTRACTOR SHALL ASSUME THAT THE DEVICES ARE TO BE MOUNTED CENTERED ON THE WALLS, SECTION OF WALLS, WINDOWS, ETC. AND THAT ADDITIONAL MOUNTING BRACKETS AND ACCESSORIES SHALL BE A PART OF THE BID PROPOSAL. f.FINAL EMERGENCY AND EXIT SIGN REQUIREMENTS TO BE INSTALLED PER FIRE INSPECTOR'S DIRECTION. CONTRACTOR SHALL PROVIDE ADDITIONAL EMERGENCY AND EXIT LTG AS REQUIRED ELECTRICAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BASE BID. IN CASE OF ANY DISCREPANCIES WITH EXISTING FIELD CONDITIONS, ELECTRICAL CONTRACTOR SHALL VERIFY THE EXACT DIFFERENCE FOR POSSIBLE REVISIONS TO THIS DOCUMENT. g.INSTALL RECESSED LUMINAIRES USING ACCESSORIES AND FIRE STOPPING MATERIALS TO MEET REGULATORY REQUIREMENTS FOR FIRE RATING. h.LIGHT SWITCHES ARE TO BE MOUNTED AT 48" AFF (UNLESS OTHERWISE NOTED). i.ALL EQUIPMENT SHALL BE LISTED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. j.ALL EMERGENCY/EXIT LIGHTING ON LOCAL CIRCUIT SHALL BE CONCECTED AHEAD OF LOCAL SWITCH (HOT) FOR CONTINUOUS OPERATION, UNLESS ROUTED THROUGH INVERTER. PROVIDE 90 MINUTE BATTERY BACKUP. k.ENSURE ALL LIGHTING EXPOSED TO PLENUM IS PLENUM RATED. l.DAYLIGHT SENSORS, OCCUPANCY SENSORS, DIMMING, AND ANY OTHER CONTROLS SHALL BE VERIFIED TO BE COMPATIBLE WITH LIGHT FIXTURE DRIVERS. m.WHEN REQUIRED, IT IS THE OWNER'S RESPONSIBILITY TO CONTRACT WITH A COMMISSIONING AUTHORITY TO COMPLY WITH LOCAL CODES. GENERAL NOTES CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND SHALL NOTIFY THE ENGINEER IF EXISTING CONDITIONS ARE NOT CODE COMPLIANT (PRIOR TO COMMENCING WORK). 1.PROVIDE JUNCTION BOX WITH DISCONCECT SWITCH FOR CONCECTION TO SIGNAGE. ELECTRICAL CONTRACTOR TO VERIFY EXACT LOCATION AND POWER REQUIREMENTS BEFORE ROUGH-IN. 2.NOT USED. 3.NOT USED. 4.ALL EMERGENCY FIXTURES ARE TO BE PROVIDED WITH MINIMUM 90 MIN EMERGENCY BATTERY BACK-UP AND CONCECTED TO UNSWITCHED LEG OF LOCAL CIRCUIT. 5.ALL EXIT SIGNS ARE TO BE WIRED TO LOCAL CIRCUIT ON AN UNSWITCHED LEG AHEAD OF ANY LOCAL SWITCHING OR CONTROLS. EXIT SIGNS ARE PROVIDED WITH A 90 MINUTE BATTERY BACK-UP. 6.LIGHTING SWITCH BANK LOCATION. TGC SHALL FIELD VERIFY AND COORDINATE EXACT LOCATION WITH CLIENT PRIOR TO ROUGH-IN. REFER TO SWITCHBANK DETAIL AND LIGHTING CONTROL DIAGRAM ON SHEET E1.0 FOR ADDITIONAL INFORMATION. 7.WALL MOUNTED 0-10V DIMMER OCCUPANCY SENSOR. ADJUST AUTO ON LIGHT LEVEL TO AUTOMATICALLY TURN LIGHTS ON TO NO MORE THAN 50% PERCENT POWER PER SECTION C405.2.1.1. 8.PENDANT MOUNTED OCCUPANCY SENSOR. PROVIDE REQUIRED LOAD CONTROLLER PER SCHEDULE. SEE LIGHTING CONTROL SCHEDULE ON E1.0. 9.NEW TIMECLOCK AND CONTACTOR. SEE DETAILS ON SHEET E1.0 FOR ADDITIONAL INFORMATION. 10.NEW TIMECLOCK FOR SIGN CONTROL. SEE DETAILS ON SHEET E1.0 FOR ADDITIONAL INFORMATION. 11.0-2 HR OVERRIDE SWITCH FOR TIMECLOCK CONTROL. KEYED NOTES # C-EM C OS8 SCALELIGHTING PLAN 1/4" = 1'0"1 6 7 C CC-EM C-EM OS8 S S A2-EM A2A2 A-9 (S3) A-23 A-7 (S1) A-27 (S2) O O A-29 1 J J A-29 C C-EM OS8 5 EX 5 EX 5 EX 5 EX A2 A2 A2-EM A2-EM A2A2 A2 A2 A2-EM A2-EM A2A2 A2 A2 A2-EM A2-EM A2A2 A2 A2 A2-EM A2A2 A2-EM A2 A2-EM A2-EM A2 A2 A2 5 EX 5 EX 5 EX A2 A2 A2 A2-EMA2 A2-EM A2 A2 1 A-23 4TYP Clayton Lucas, P.E. CA-E24065 101 Nightlinger Lane Millsap, TX 76066 (817) 901-5191 03/12/2025 SCALEPOWER PLAN 1/4" = 1'0"1 a.ELECTRICAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BASE BID. IN CASE OF ANY DISCREPANCIES WITH EXISTING FIELD CONDITIONS, ELECTRICAL CONTRACTOR SHALL VERIFY THE EXACT DIFFERENCE FOR POSSIBLE REVISIONS TO THIS DOCUMENT. b.ALL EQUIPMENT SHALL BE LISTED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. c.COORDINATE LOCATIONS OF ALL RECEPTACLES AND OUTLETS WITH ARCHITECTURAL PLANS AND ELEVATIONS. d.ALL LOW VOLTAGE WIRING TO BE IN CONDUIT UNLESS OTHERWISE APPROVED BY AUTHORITY HAVING JURISDICTION. e.ALL WORK SHALL COMPLY WITH THE CURRENTLY ADOPTED CODES, ORDINANCES, AND AMENDMENTS. f.PROVIDE PLENUM RATED WIRING WHERE REQUIRED. COMPLY WITH CEC 300.22. g.PROPERLY GROUND RECEPTACLES, BOXES AND COVER PLATES INSTALLED IN FIXTURES PER CEC 250.146 AND 406. h.NO BX, AC OR ROMEX TYPE WIRING ALLOWED. GENERAL NOTES 1.NEW MECHANICAL EQUIPMENT. REFER TO MECHANICAL PLANS FOR MORE INFORMATION. 2.PROVIDE 20A, 120V/1PH CIRCUIT TO RECEPTACLES FOR CONNECTION OF WALL FIXTURES. PROVIDE DUAL DATA AT EACH FIXTURE. ELECTRICAL CONTRACTOR TO VERIFY EXACT LOCATION AND INSTALLATION REQUIREMENTS IN FIELD WITH MILLWORK DRAWINGS PRIOR TO ROUGH-IN. 3.PROVIDE LEGRAND WIREMOLD 880MP FLOOR BOX RECEPTACLE (OR EQUAL). ELECTRICAL CONTRACTOR TO VERIFY EXACT LOCATION AND INSTALLATION REQUIREMENTS IN FIELD WITH MILLWORK DRAWINGS PRIOR TO ROUGH-IN. WIREMOLD 880MP FLOOR BOX SPECIFICATION: (2)880MP SINGLE-GANG NONMETALLIC RECTANGULAR FLOOR BOX (2)880MPA NONMETALLIC FLOOR BOX ADJUSTING RING (1)828TCAL TWO-GANG BRUSHED ALUMINUM TILE FLANGE (2)828R-TCAL-GY POWDER-COATED ALUMINUM DUPLEX COVER PLATE 4.PROVIDE (1) 3/4"C FOR POWER TO FLOOR BOX AND PROVIDE (2) 20A DUPLEX RECEPTACLES. COORDINATE ALL TRENCHING OR SAWCUTTING OF THE FLOOR WITH BUILDING MANAGEMENT, LANDLORD, ARCHITECTURAL AND STRUCTURAL PRIOR TO ROUGH-IN. 5.EXISTING ELECTRICAL EQUIPMENT TO REMAIN AND BE REUSED. 6.PROVIDE 60/3/35A FUSED DISCONNECT FOR AHU-1. CONNECT TO CIRCUIT INDICATED USING (4)#8 THWN, (1)#10 GND, 3/4" CONDUIT. 7.PROVIDE 60/3/35A FUSED DISCONNECT FOR CU-1. CONNECT TO CIRCUIT INDICATED USING (4)#8 THWN, (1)#10 GND, 3/4" CONDUIT. 8.PROVIDE GFCI DUPLEX RECEPTACLE FOR HVAC EQUIPMENT. A RECEPTACLE SHALL BE LOCATED WITHIN 25' OF EVERY UNIT. 9.PROVIDE J-BOX AT 48" AFF FOR THERMOSTAT AND 60" AFF FOR REMOTE SENSOR WITH 1/2" CONDUIT TO ABOVE CEILING COMPLETE WITH PULL STRING FOR FINAL INSTALLATION OF THERMOSTAT BY MECHANICAL CONTRACTOR. 10.PROVIDE MOTOR RATED SWITCH FOR RECIRCULATION PUMP DISCONNECT. CONNECT TO CIRCUIT INDICATED USING 2#12, #12G, IN 3/4" CONDUIT AND PROVIDE FINAL CONNECTIONS AFTER PLUMBER INSTALLATION. 11.PROVIDE 30/3/20A FUSED DISCONNECT FOR WATER HEATER. CONNECT TO CIRCUIT INDICATED USING (4)# 12, (1)# 12 GND, 3/4" CONDUIT. KEYED NOTES WHEN REQUIRED, IT IS THE OWNER'S RESPONSIBILITY TO CONTRACT WITH A COMMISSIONING AUTHORITY TO COMPLY WITH LOCAL CODES. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND SHALL NOTIFY THE ENGINEER IF EXISTING CONDITIONS ARE NOT CODE COMPLIANT (PRIOR TO COMMENCING WORK). # A-19 A-13 A-26 A-18 2 +101.5" +101.5" +101.5" A-21 (R ) P A N E L H (R ) 3 0 K V A X F M R AB O V E (R ) M E T E R (R ) D I S C O N C E C T 5 A-26 A-26 A-11 +101.5" +101.5" +101.5" +101.5" +101.5" +101.5" 43 A-6 43 A-8 43 A-10 43 A-12 43 43A-14 A-22 2 +101.5" +101.5" +101.5" +101.5" A-15 A-26 2 +101.5" +101.5" A-24 A-16 +54" AHU-1 1 (R ) P A N E L A CU-1 1 (ON ROOF) A-17WH RP A-32/34/36 A-25 A-25 T9 S 9J A-2 A-28 A-1/3/5 10 8 6 8 7 A-32/34/36 A-15 2 2 2 2 2 2 2 11 +101.5" +101.5" 2 A-20 2 2 2 WP Clayton Lucas, P.E. CA-E24065 101 Nightlinger Lane Millsap, TX 76066 (817) 901-5191 1 03/12/2025 SCALELOW VOLTAGE PLAN 1/4" = 1'0"1 a.ELECTRICAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BASE BID. IN CASE OF ANY DISCREPANCIES WITH EXISTING FIELD CONDITIONS, ELECTRICAL CONTRACTOR SHALL VERIFY THE EXACT DIFFERENCE FOR POSSIBLE REVISIONS TO THIS DOCUMENT. b.ALL EQUIPMENT SHALL BE LISTED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. c.COORDINATE LOCATIONS OF ALL RECEPTACLES AND OUTLETS WITH ARCHITECTURAL PLANS AND ELEVATIONS. d.ALL LOW VOLTAGE WIRING TO BE IN CONDUIT UNLESS OTHERWISE APPROVED BY AUTHORITY HAVING JURISDICTION. e.ALL WORK SHALL COMPLY WITH THE CURRENTLY ADOPTED CODES, ORDINANCES, AND AMENDMENTS. f.PROVIDE PLENUM RATED WIRING WHERE REQUIRED. COMPLY WITH CEC 300.22. g.PROPERLY GROUND RECEPTACLES, BOXES AND COVER PLATES INSTALLED IN FIXTURES PER CEC 250.146 AND 406. h.NO BX, AC OR ROMEX TYPE WIRING ALLOWED. GENERAL NOTES CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND SHALL NOTIFY THE ENGINEER IF EXISTING CONDITIONS ARE NOT CODE COMPLIANT (PRIOR TO COMMENCING WORK). 1.CEILING MOUNTED SPEAKERS. PROVIDE CONDUIT WITH PULLWIRE TO NETWORK/SPEAKER EQUIPMENT AREA. CONTRACTOR TO VERIFY EXACT LOCATION AND POWER REQUIREMENTS WITH LOW VOLTAGE VENDOR. 2.PROVIDE JUNCTION BOX FOR CONNECTION TO CEILING MOUNTED SECURITY CAMERAS. PROVIDE CONDUIT WITH PULLWIRE TO NETWORK/SPEAKER EQUIPMENT AREA. CONTRACTOR TO VERIFY EXACT LOCATION AND POWER REQUIREMENTS WITH LOW VOLTAGE VENDOR. 3.CEILING MOUNTED OCCUPANCY COUNTER. 4.LOW VOLTAGE/NETWORK EQUIPMENT. CONTRACTOR TO VERIFY EXACT LOCATION AND POWER REQUIREMENTS WITH LOW VOLTAGE VENDOR. 5.PROVIDE JUNCTION BOX FOR CONNECTION TO WALL MOUNTED SECURITY CAMERAS. PROVIDE CONDUIT WITH PULLWIRE TO NETWORK/SPEAKER EQUIPMENT AREA. CONTRACTOR TO VERIFY EXACT LOCATION AND POWER REQUIREMENTS WITH LOW VOLTAGE VENDOR. KEYED NOTES # 1 4 3 J2 J 2 J2 J2 J2 J2 J 2 J 2 J2 5J J 5 3 1 1 1 J2 J 2 J2J2 Clayton Lucas, P.E. CA-E24065 101 Nightlinger Lane Millsap, TX 76066 (817) 901-5191 03/12/2025 SCALEELECTRICAL RISER DIAGRAM N.T.S.2 SCALEELECTRICAL PANEL SCHEDULES N.T.S.1 a.TENANT'S GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL COPPER CONDUCTORS WHEN NEW IS REQUIRED. b.CONTRACTOR TO VERIFY ALL METERING REQUIREMENTS WITH LANDLORD AND LOCAL UTILITY PRIOR TO BID. c.CONTRACTOR TO VERIFY EXACT DISTANCE AND ROUTING OF SERVICE FEEDERS FROM LANDLORD DISTRIBUTION/SERVICE ENTRANCE EQUIPMENT TO TENANT SPACE PRIOR TO BIDDING. d.CONTRACTOR TO COORDINATE ALL LIGHTING/ DIMMING CONTROLS AND LIGHTING SPECIFICATIONS WITH CONTROLS VENDOR PRIOR TO ORDERING TO ENSURE CORRECT COMPONENTS ARE PROVIDED FOR DIMMING AND CONTROLS COMPATIBILITY. e.CONTRACTOR TO PROVIDE ALL BREAKERS IN EXISTING PANELS. f.PROVIDE COMPLIANCE WITH CEC 110.26 "SPACES ABOUT ELECTRICAL EQUIPMENT." g.PROVIDE COMPLIANCE WITH CEC 408.4 "CIRCUIT DIRECTORY OR CIRCUIT IDENTIFICATION". h.IT IS THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO PROPERLY BALANCE ALL BRANCH CIRCUITS BETWEEN THE PHASES (WITHIN 10% OF EACH) OF THE SYSTEM REGARDLESS OF THE CIRCUITING INDICATED. i.ALL LOW VOLTAGE WIRING TO BE IN CONDUIT UNLESS OTHERWISE APPROVED BY AUTHORITY HAVING JURISDICTION. j.GENERAL CONTRACTOR SHALL VERIFY ANY THIRD PARTY INSPECTIONS REQUIRED BY THE LOCAL JURISDICTION PRIOR TO START OF CONSTRUCTION. HOMERUNS AND BRANCH WIRING FOR 20 AMP CIRCUITS SHALL BE AS FOLLOWS: LENGTH 1FT TO 50FT 51FT TO 75FT 76FT TO 120FT 121FT TO 190FT 191FT TO 300FT CIRCUIT WIRE SIZE NO.12 AWG NO.12 AWG NO.10 AWG NO.10 AWG NO.10 AWG HOMERUN WIRE SIZE NO.12 AWG NO.10 AWG NO.8 AWG NO.6 AWG NO.4 AWG DESIGN DRAWINGS ARE SCHEMATIC. ONCE ONSITE GENERAL CONTRACTOR IS TO INSPECT EXISTING FIELD CONDITIONS AND FAMILIARIZE HIMSELF WITH ANY CONDITIONS THAT MAY AFFECT HIS WORK IN ANY MANNER PRIOR TO START OF CONSTRUCTION. IF THE GENERAL CONTRACTOR FINDS THAT THERE ARE DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND THE INFORMATION SHOWN ON THESE DRAWINGS, GC IS TO NOTIFY THE TENANT'S REPRESENTATIVE AND ARCHITECT OF THOSE DISCREPANCIES PRIOR TO COMMENCEMENT OF WORK. RFI SHALL BE SUBMITTED FOR ALL LABOR AND MATERIALS CECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. THE ELECTRICAL RISER DIAGRAM INDICATED HAS BEEN PROPERLY DESIGNED TO ACCOMMODATE TENANT'S POWER REQUIREMENTS AND MEETS ALL APPLICABLE BUILDING CODES. IT IS THE RESPONSIBILITY OF THE GC TO VERIFY ALL EXISTING CONDITIONS AND DETERMINE IF ANY EXISTING EQUIPMENT AND WIRING IS SUITABLE FOR REUSE IN THE SYSTEM PRIOR TO START OF CONSTRUCTION. ELECTRICAL CONTRACTOR SHALL PERFORM ALL WORK CECESSARY TO RESULT IN A COMPLETE AND LEGAL INSTALLATION INCLUDING THE UPGRADING AND/OR MODIFICATION OF THE EXISTING SERVICE FEEDERS, CONDUITS AND TAP-INS EXTENDED TO PROPER POINT OF ORIGIN AS COORDINATED WITH THE LANDLORD. TENANT IS REQUIRED TO MAKE A FIELD SURVEY OF THE EXISTING ELECTRICAL SERVICE TO ENSURE THAT THE TOTAL CONCECTED LOAD DOES NOT EXCEED THE ELECTRICAL LOAD. ANY/ALL MODIFICATIONS OR UPGRADES NEEDED ARE SUBJECT TO LANDLORD'S PRIOR APPROVAL. GC TO NOTIFY THE ENGINEER IF EXISTING CONDITIONS ARE NOT CODE COMPLIANT PRIOR TO COMMENCING WORK. GENERAL NOTES FIELD VERIFY ALL CONDITIONS DIAGRAM BASED ON INFORMATION AVAILABLE AT TIME OF DESIGN. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO ROUGH-IN. CONTACT ENGINEER IF CONDITIONS ARE DIFFERENT THAN AS SHOWN PRIOR TO COMMENCING WORK (E) - EXISTING (N) - NEW GRADE LEVEL TENANT SPACE LANDLORD ELECTRICAL ROOM 1.EXISTING 277/480V, 3Ø, 4W, 2000A LANDLORD DISTRIBUTION SERVICE SECTION MDS B3B. COORDINATE ALL CONCECTIONS AND REQUIREMENTS WITH LANDLORD PRIOR TO CONSTRUCTION. 2.EXISTING 100A, 277/480V, 3Ø DISCONCECT SWITCH FOR TENANT SPACE B3A. 3.EXISTING TO REMAIN. 4.RELOCATED 100A, 480V, 3Ø DISCONCECT. 5.RELOCATED 277/480V METER. CONTRACTOR TO VERIFY ALL METERING REQUIREMENTS WITH LANDLORD AND UTILITY PRIOR TO BID. 6.PROVIDE GND PER CEC 250. 7.PROVIDE NEW TIMECLOCK. REFER TO E1.0 FOR ADDITIONAL INFORMATION. 8.PROVIDE NEW TIMECLOCK AND CONTACTOR FOR WALL FIXTURES AND LIGHTING. REFER TO E1.0 FOR ADDITIONAL INFORMATION. 9.EXTEND EXISTING CONDUCTORS AND CONDUIT TO NEW TRANSFORMER LOCATION, AS REQUIRED. ENSURE CONDUCTORS ARE SIZED PER CEC. 10.PROVIDE (4)#1, #6 GND IN 1-1/2" CONDUIT. FEEDER SHALL NOT EXCEED 10'-0" IN LENGTH. 11.RELOCATE EXISTING PANEL. REFER TO E3.0 FOR MORE INFORMATION. 12.RELOCATE EXISTING TRANSFORMER. REFER TO E3.0 FOR MORE INFORMATION. KEYED NOTES (R) PANEL 'H' 120/208V M TC2 C1 (R) 100AS 100AF TC1 (R) 30 KVA TRANS. (E)LANDLORD DISTRIBUTION PANEL SECTION 100A 2 # 3 5 8 4 7 6 1 1010 11 (R) PANEL 'A' 120/208V 11 9 10 12 10 Clayton Lucas, P.E. CA-E24065 101 Nightlinger Lane Millsap, TX 76066 (817) 901-5191 1 1 1 03/12/2025 1.0 MOTOR STARTERS 1.1 PROVIDE MOTOR STARTERS (MAGNETIC OR FUSED COMBINATION) AND CONTROL EQUIPMENT WHERE SHOWN. STARTERS SHALL BE PROVIDED WITH 120 VOLT COILS, 3 OVERLOADS, CONTROL TRANSFORMER WITH FUSED 120 VOLT SECONDARY CONTROL CIRCUIT, (2) N.O. AND (2) N.C. AUXILIARY CONTACTS, HAND-OFF-AUTO SELECTOR SWITCH AND RUNNING PILOT LIGHT, UNLESS OTHERWISE NOTED. WIRE THRU CONTROL DEVICES FURNISHED BY OTHER TRADES. SINCE MOTOR DRIVEN EQUIPMENT IS FURNISHED BY OTHER TRADES, THE CONTROL INDICATED ON THE DRAWINGS SHALL BE CONSIDERED AS FOR BIDDING PURPOSES ONLY. WIRE TO CONFORM TO THE ACTUAL EQUIPMENT SUPPLIED AND INSTALLED BY THE OTHER TRADES. ALL FUSES SHALL BE DUAL ELEMENT TYPE. PROVIDE "BLOWN FUSE" INDICATOR LAMPS IN COVER. 1.2 STARTERS SHALL BE SQUARE D, SEIMENS OR CUTLER-HAMMER. 1.3 THE EXACT NUMBER OF NORMALLY OPEN AND NORMALLY CLOSED AUXILIARY CONTACTS IN EACH STARTER SHALL BE DETERMINED BY THE TEMPERATURE CONTROL AND/OR FIRE ALARM CONTRACTOR. 1.2 CONDUIT SIZE SHALL BE 3/4" MINIMUM. 1.3 CONDUIT SHALL BE SECURELY FASTENED IN PLACE. 1.4 ALL CONDUIT SHALL BE CONCEALED IN WALLS, FLOOR AND CEILINGS WHEREVER POSSIBLE. EXPOSED CONDUIT IN FINISHED AREAS WILL NOT BE PERMITTED. EXPOSED CONDUIT WILL BE PERMITTED IN UNFINISHED AREAS WITH THE SPECIFIC APPROVAL OF THE ARCHITECT. 1.5 USE FLEXIBLE CONDUIT FOR THE CONNECTION TO RECESSED OR SEMI-RECESSED LIGHTING FIXTURES (6' LENGTH MAXIMUM). USE LIQUID TIGHT METAL CONDUIT FOR ALL CONNECTIONS TO MOTORS AND OTHER EQUIPMENT SUBJECT TO VIBRATION AND IN AREAS SUBJECT TO MOISTURE. 1.6 USE WATERTIGHT JOINTS WITH BURIED AND CONCRETE ENCASED CONDUIT. ALL BURIED CONDUIT OUTSIDE OF BUILDINGS SHALL HAVE A MINIMUM OF 24" OF COVER. METAL CONDUITS BURIED IN EARTH SHALL BE PAINTED (TWO COATS) WITH HEAVY ASPHALTUM PAINT. 1.7 SUPPORT RUNS OF CONDUIT AS DETAILED IN THE APPROPRIATE TABLE OF THE CALIFORNIA ELECTRICAL CODE (CEC). 1.8 INSTALL EXPOSED RUNS OF CONDUIT AND CONDUIT ABOVE LAY-IN CEILING PARALLEL OR PERPENDICULAR TO THE WALLS, STRUCTURAL MEMBERS OF INTERSECTIONS OF VERTICAL PLANES AND CEILINGS. PROVIDE RIGHT ANGLE TURNS USING FITTINGS OR SYMMETRICAL BENDS. SUPPORT CONDUITS WITHIN 1" OF ALL CHANGES IN DIRECTION. 1.9 IF A CONDUIT IS SUSPENDED, IT SHALL BE SUPPORTED ON TRAPEZE HANGERS WHICH USE "ALL-THREAD" RODS FROM THE STRUCTURAL STEEL. THE USE OF CEILING SUPPORT WIRE OR SIMILAR MATERIAL WILL NOT BE ACCEPTED. 1.10 INSTALL EMPTY CONDUIT FOR FUTURE USE AS INDICATED ON THE DRAWINGS. CONDUIT SHALL BE COMPLETE WITH JETLINE OR PULL ROPE, JUNCTION/OUTLET BOXES, TILE RINGS AND APPROPRIATE COVER PLATES. 1.11 PROVIDE PITCH POCKETS WHERE CONDUITS PENETRATE THE ROOF. 1.12 THREAD LUBRICATION/SEALANT IS REQUIRED ON OUTDOOR AND UNDERGROUND THREADED METAL JOINTS. 1.13 INSTALL FIRE SEAL FITTINGS WHERE CONDUITS PENETRATE CONCRETE FLOOR SLABS OR MASONRY WALLS REQUIRED TO BE FIRE RATED. 1.14 HORIZONTAL PORTION OF CONDUIT EXPOSED ON THE ROOF AND FEEDING EQUIPMENT SHALL NOT BE MORE THAN 5'-0" UNLESS THE WRITTEN APPROVAL FROM ARCHITECT OR ENGINEER IS OBTAINED. 2.0 PULL AND JUNCTION BOXES 2.1 INSTALL PULL AND JUNCTION BOXES WHERE SHOWN ON THE DRAWINGS, AND WHERE REQUIRED FOR CHANGES IN DIRECTION, AT JUNCTION POINTS, AND TO FACILITATE WIRE PULLING. FURNISH BOX SIZES IN ACCORDANCE WITH CEC UNLESS LARGER BOXES ARE INDICATED. 2.2 PROVIDE STEEL BOXES AND REMOVABLE COVERS OF CODE GAGE, HOT ROLLED SHEET STEEL, HOT DIPPED GALVANIZED INSIDE AND OUTSIDE, FOR ABOVE GROUND WORK. FURNISH WEATHERPROOF BOXES WHEN INSTALLED ABOVE GROUND OUTSIDE. 2.3 PROVIDE CAST IRON BOXES, HOT DIPPED GALVANIZED INSIDE AND OUTSIDE WHERE SHOWN ON THE DRAWINGS. FURNISH REMOVABLE COVERS WITH GASKETS AND STAINLESS STEEL, BRASS OR BRONZE SCREWS. 2.4 PROVIDE CONCRETE BOXES FOR UNDERGROUND WORK UNLESS OTHERWISE INDICATED ON THE DRAWINGS. FURNISH STEEL FRAMES AND COVERS WITH THE COVER ATTACHED TO THE FRAME WITH HEXAGON HEAD, BRASS OR BRONZE CAP SCREWS, 3/8" IN DIAMETER. PROVIDE A RUBBER GASKET FOR SEALING BETWEEN THE COVER AND THE FRAME. PAINT THE COVER WITH TWO COATS OF HEAVY ASPHALTUM. 3.0 OUTLET BOXES 3.1 USE SHEET STEEL BOXES, ZINC COATED OR CADMIUM PLATED, FOR CONCEALED INTERIOR WORK. 3.2 USE CAST BOXES, ZINC-CADMIUM FINISH MALLEABLE IRON, FOR EXPOSED INTERIOR WORK, AND FOR EXPOSED OR CONCEALED WORK IN WET, DAMP OR EXTERIOR LOCATIONS. CAST BOXES SHALL BE SERIES FD BY CROUSE HINDS OR APPLETON. 3.3 WALL BOX SIZES (MINIMUM) SHALL BE 4" SQUARE X 2-1/2" DEEP WHERE WALL CONSTRUCTION PERMITS. WHERE WALL CONSTRUCTION DICTATES, THE WIDTH MAY BE REDUCED TO 2-1/8" OR 1-1/2" UNDER SPECIAL CONDITIONS. 3.4 FIXTURE OUTLETS IN CEILINGS (MINIMUM) SHALL BE 4" OCTAGONAL X 1-1/2" DEEP (4-11/16" OCTAGONAL X 2-1/2" DEEP WHERE REQUIRED TO ACCOMMODATE LARGER CONDUIT OR LARGER NUMBER OF WIRES). 3.5 GANG BOXES SHALL BE ONE PIECE (MINIMUM), 2-1/8" DEEP. 3.6 PROVIDE FLUSH FLOOR BOX SERIES 880 BY WIRE MOLD WITH DUPLEX RECEPTACLE FOR WOOD PLATFORM AT DISPLAY SHOW WINDOWS, BOX WITH COVER PLATE FLANGE: CAT. #880W1-817TCAL AND BRUSHED ALUMINUM COVER PLATE: CAT. #828R-TCAL WITH FLIP LID TO PROTECT RECEPTACLE WHEN NOT IN USE. BOTH FLANGE AND COVER PLATE SHALL HAVE BRUSHED ALUMINUM FINISH. UL SCRUB LISTED. 3.7 FLUSH MOUNT BOXES IN ALL FINISHED WALLS, INSTALL THE PLASTER RINGS IN DRY WALLED PLASTERED WALLS AND RAISED COVERS AS REQUIRED IN WALLS WITH OTHER FINISHES SO THAT THE COVER PLATES FIT TIGHTLY AGAINST BOXES OR RINGS. 3/16" MAXIMUM GAPS ARE ALLOWED FOR NONCOMBUSTIBLE WALLS. 3.8 SUPPORT ALL BOXES TO MAINTAIN PROPER ALIGNMENT AND RIGIDITY. 1.6 RECEPTACLES REQUIRING AMPERAGES, VOLTAGES OR CONFIGURATIONS DIFFERENT FROM THE DUPLEX CONVENIENCE RECEPTACLES ABOVE SHALL BE AS INDICATED ON THE DRAWINGS. 1.7 PROVIDE OTHER RECEPTACLES OF A QUALITY, MATERIAL AND WORKMANSHIP EQUAL TO THAT SPECIFIED FOR DUPLEX CONVENIENCE RECEPTACLES. 1.8 PROVIDE COVER OR DEVICE PLATES FOR OUTLET BOXES AS FOLLOWS UNLESS OTHERWISE NOTED: 1.8a FINISHED AREAS: THERMOPLASTIC-COLOR TO MATCH DEVICE. 1.8b UNFINISHED AREAS: ZINC COATED SHEET METAL, ALUMINUM, OR CAST METAL AS APPROPRIATE FOR THE TYPE OF BOX. 1.8c EXTERIOR AREAS: COPPER FREE ALUMINUM WITH GRAY, POWDER EPOXY FINISH, GASKET,WEATHERPROOF, CROUSE-HINDS "WLRD" FOR DUPLEX RECEPTACLES AND WLRS FOR SINGLE RECEPTACLES OR EQUAL. 1.8d TELEPHONE COMMUNICATIONS, AND SIGNAL OUTLET PLATES, SHALL MATCH THOSE USED FOR RECEPTACLES AND SWITCHES. ALL OUTLET AND/OR JUNCTION BOXES SHALL BE COMPLETE WITH A COVER PLATE BY THIS CONTRACTOR. 1.8e WHERE DEVICES ARE GANGED, THEY SHALL BE INSTALLED UNDER A COMMON COVER PLATE. 1.9 LOCATE THE SWITCHES APPROXIMATELY 4'-0" ABOVE THE FINISHED FLOOR ELEVATION OR NEAREST BLOCK COURSE (WITHIN A.D.A. REQUIREMENTS), UNLESS OTHERWISE INDICATED. THE LONG DIMENSION OF THE SWITCHES SHALL BE VERTICAL. 1.10 LOCATE RECEPTACLES APPROXIMATELY 1'-6" ABOVE THE FINISHED FLOOR ELEVATION OR NEAREST BLOCK COURSE (WITHIN A.D.A. REQUIREMENTS), UNLESS NOTED OTHERWISE THE LONG DIMENSION OF RECEPTACLES SHALL BE VERTICAL. SAFETY SWITCHES 1.0 SAFETY SWITCHES 1.1 SAFETY SWITCHES SHALL BE THE ENCLOSED HEAVY-DUTY TYPE (TYPE HD) WITH QUICK-MAKE, QUICK-BREAK MECHANISM AND EXTERNAL PAD LOCKABLE OPERATING HANDLE. 1.2 SAFETY SWITCHES SHALL BE RATED FOR 240 OR 600 VOLTS AS APPLICABLE. THEY SHALL BE HORSEPOWER RATED WHEN USED IN MOTOR CIRCUITS. 1.3 SAFETY SWITCHES SHALL BE FUSIBLE OR NON-FUSIBLE 2, 3 OR 4 POLE AS INDICATED ON THE DRAWINGS. 1.4 SAFETY SWITCHES SHALL BE SINGLE THROW UNLESS OTHERWISE INDICATED ON THE DRAWINGS. 1.5 ENCLOSURES SHALL BE NEMA 1 INDOORS AND NEMA 3R OUTDOORS UNLESS OTHERWISE INDICATED ON THE DRAWINGS. 1.6 MANUFACTURER SHALL BE SQUARE D, SEIMENS OR CULTER-HAMMER. 1.7 MOUNT THE SAFETY SWITCHES SECURELY BETWEEN 3' X 6' LEVELS ABOVE THE FLOOR UNLESS OTHERWISE INDICATED ON THE DRAWINGS. 1.8 MOUNT THE SAFETY SWITCHES SECURELY BETWEEN 3' X 6' LEVELS ABOVE THE FLOOR UNLESS OTHERWISE INDICATED ON THE DRAWINGS. 1.9 SWITCHES ON BLOCK WALLS SHALL BE MOUNTED ON A 3/4" PLYWOOD BACKBOARD, WHERE LOCATED INDOORS. MOTOR STARTERS DISTRIBUTION AND PANEL BOARDS 1.0 LIGHTING CONTROL SYSTEM 1.1 GENERAL INTRODUCTION: THE WORK COVERED IN THIS SECTION IS SUBJECT TO ALL THE REQUIREMENTS IN THE GENERAL CONDITIONS OF THE SPECIFICATIONS. THE CONTRACTOR SHALL COORDINATE ALL OF THE WORK IN THIS SECTION WITH ALL OF THE TRADES COVERED IN OTHER SECTIONS OF THE SPECIFICATION TO PROVIDE A COMPLETE AND OPERABLE SYSTEM. 1.2 DESCRIPTION OF THE WORK: 1.2a THE EXTENT OF THE LIGHTING CONTROL SYSTEM WORK IS INDICATED BY THE DRAWINGS AND BY THE REQUIREMENTS OF THIS SECTION. IT IS DEFINED TO INCLUDE, BUT NOT BY WAY OF LIMITATION: 1.2a1 PANEL BOARDS CONTAINING INTEGRAL CONTACTORS. 1.2a2 CONTROL ELECTRONICS FOR CONTACTORS AND TIME-CLOCKS AND MONITORING THE STATUS OF THE SYSTEM. 1.2a3 ASSOCIATED LOW AND LINE VOLTAGE OVERRIDE SWITCHES AND LIGHT SENSORS. 1.2a4 TIME-CLOCKS, CONTACTORS. 1.2a5 ANY WORK STATIONS, SOFTWARE AND COMMUNICATIONS HARDWARE. 1.2b SYSTEM INSTALLATION INCLUDES THE FOLLOWING: 1.2b1 WIRING OF BRANCH CIRCUIT CONDUCTORS AND CONTACTORS 1.2b2 INSTALLATION OF EXTERNAL CONTROL DEVICES AND WIRING TO THE CONTROLLER. 1.2b3 INSTALLATION OF COMMUNICATIONS CONDUCTORS AND ASSOCIATED HARDWARE. 1.3 WARRANTY: MANUFACTURER SHALL WARRANT SPECIFIED EQUIPMENT TO BE FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP FOR AT LEAST ONE YEAR FROM THE DATE OF INSTALLATION OR EIGHTEEN MONTHS FROM DATE OF PURCHASE, WHICH EVER IS GREATER. 2.0 PANEL-BOARDS 2.1 ACCEPTABLE MANUFACTURERS: SQUARE D, CUTLER HAMMER, SEIMENS, G.E. FOR PRICING AND ORDERING INFORMATION, PROVIDE EQUIPMENT AS SPECIFIED HEREIN, NO SUBSTITUTIONS PERMITTED. CONTRACTOR SHALL CONTACT NO LATER THAN 5 DAYS AFTER JOB IS AWARDED TO ENSURE LEAD TIMES DO NOT AFFECT PROJECT SCHEDULE. PANEL-BOARDS SHALL BE ENCLOSED DEAD FRONT SAFETY TYPE WITH FEATURES AND RATINGS AS SCHEDULED ON THE DRAWINGS. 2.2 PANELS KNOWN AS "LOAD CENTERS" ARE UNACCEPTABLE. 2.3 MOLDED CASE CIRCUIT BREAKERS SHALL BE AS SCHEDULED ON THE DRAWINGS AND SPECIFIED IN THIS DIVISION. 2.4 ALL BUS BARS SHALL BE RECTANGULAR, SOLID COPPER. 2.5 SPACE, WHERE SHOWN IN PANEL SCHEDULES, DESIGNATES SPACE FOR FUTURE PROTECTIVE DEVICES AND SHALL INCLUDE BUS AND SUPPORT. 2.6 INSTALL CABINETS SO THAT CENTER OF THE TOP BREAKER DOES NOT EXCEED 6'-6" ABOVE THE FINISHED FLOOR. 2.7 ENTRIES ON DIRECTORY CARDS SHALL BE TYPED, COMPLETE AND ACCURATE. 2.8 ALL BOLTED CONNECTIONS SHALL BE TORQUED IN ACCORDANCE WITH MANUFACTURER'S STANDARDS. 2.9 ELECTRICAL CONTRACTOR SHALL ARRANGE CIRCUITS AS NEAR AS POSSIBLE TO CIRCUIT NUMBERS ON THE DRAWINGS. AT COMPLETION OF JOB, ELECTRICAL CONTRACTOR SHALL TAKE CURRENT READING CHECKS OF RESPECTIVE PHASES. A MINIMUM OF CIRCUIT CONNECTIONS SHALL BE REARRANGED TO BALANCE AS CLOSELY AS POSSIBLE, THE LOAD IN THE PANEL. 2.10 ALL BREAKERS SHALL BE BOLT-ON TYPE. 2.11 PROVIDE (3) SPARE 1" CONDUITS INTO ACCESSIBLE CEILING SPACE WHERE PANELS ARE FLUSH-MOUNTED. 3.0 DISTRIBUTION PANELS 3.1 ACCEPTABLE MANUFACTURERS: SQUARE D, CUTLER HAMMER, SEIMENS, G.E.. FOR PRICING AND ORDERING INFORMATION, PROVIDE EQUIPMENT AS SPECIFIED HEREIN, NO SUBSTITUTIONS PERMITTED. CONTRACTOR SHALL CONTACT NO LATER THAN 5 DAYS AFTER JOB IS AWARDED TO ENSURE LEAD TIMES DO NOT AFFECT PROJECT SCHEDULE. DISTRIBUTION PANELS SHALL BE DEAD FRONT TYPE WITH FEATURES AND RATING AS SCHEDULED ON THE DRAWINGS. 3.2 MOLDED CASE CIRCUIT BREAKERS SHALL BE AS SCHEDULED, OF SIZE AND NUMBER INDICATED ON THE DRAWINGS. ALL BREAKERS SHALL BE BOLT-ON TYPE. 3.3 ALL LUGS SHALL BE UL APPROVED CU/AL TYPE. 3.4 PANELS SHALL BE MANUFACTURED AS A COMPLETE UNIT AND NOT AN ASSEMBLY OF PARTS SECURED FROM A SUPPLY HOUSE. 3.5 ALL PANELS SHALL BE CAPABLE OF ACCEPTING CIRCUIT BREAKERS SIZED UP TO AND INCLUDING 400 AMPS. 3.6 VERTICAL BUSSING SHALL BE EXTENDED THE FULL LENGTH OF THE PANEL. 3.7 ALL BUS BARS SHALL BE RECTANGULAR SOLID COPPER. 3.8 DISTRIBUTION PANELS SHALL BE SQUARE D. 3.9 INSTALL PANELS SUCH THAT HANDLE FOR THE TOP BREAKER DOES NOT EXCEED 6'-6" ABOVE FINISHED FLOOR. 3.10 PROVIDE PHENOLIC LABELS FOR EACH PANEL. 3.11 ALL BOLTED CONNECTIONS SHALL BE TORQUED IN ACCORDANCE WITH MANUFACTURER'S STANDARDS. 3.12 SURFACE-MOUNTED PANELS SHALL BE MOUNTED ON A 3/4" PLYWOOD BACKBOARD. FLOOR-MOUNTED PANELS SHALL BE MOUNTED ON A 4" HIGH CONCRETE PAD. 1.0 GROUNDING AND BONDING 1.1 GROUND ALL EQUIPMENT PER CEC. 1.2 GROUND ALL DRY TYPE TRANSFORMERS AS PER DRAWINGS AND CEC. 1.3 ALL CONDUITS SHALL CONTAIN A CODE-SIZED GROUND WIRE SIZE PER CEC IN ADDITION TO THE CONDUCTORS SHOWN ON THE PLANS. WHERE CIRCUIT CONDUCTORS ARE INCREASED IN SIZE FOR VOLTAGE DROP, THE GROUND WIRE SIZE SHALL BE INCREASE PROPORTIONATELY. 1.4 WHERE AN ISOLATED, INSULATED GROUND IS REQUIRED A SEPARATE GREEN GROUND SHALL BE RUN FROM THE PANEL GROUND BUS TO THE ISOLATED GROUND CONNECTION OF THE DEVICE SERVED. IN NO CASE SHALL THE SYSTEM GROUND (WIRE AND ASSOCIATED OUTLET BOXES, CONDUIT AND BUILDING STEEL) BE ALLOWED TO CONTACT THE ISOLATED GROUND (GREEN WIRE AND DEVICE GROUND). GROUNDING AND BONDING 1.0 WIRE AND CABLE 1.1 COLOR CODE CONDUCTORS (EXCEPT CONTROL AND INSTRUMENTATION CONDUCTORS) AS FOLLOWS: 1.1a #12 AND #10 CONDUCTORS SHALL HAVE CONTINUOUS INSULATION COLOR, AS LISTED ABOVE. 1.1b CONDUCTORS LARGER THAN ABOVE, WHICH DO NOT HAVE CONTINUOUS INSULATION COLOR SHALL BE COLOR CODED BY APPLICATION OF AT LEAST TWO LAPS OF COLORED TAPE ON EACH CONDUCTOR AT ALL POINTS OF ACCESS INCLUDING JUNCTION BOXES. COLOR TAPE SHALL BE THE EQUAL OF 3M PRODUCTS SCOTCH #35. 1.1c CONDUCTORS SHALL BE SOFT ANNEALED COPPER INSULATED FOR 600 VOLTS UNLESS SPECIFICALLY INDICATED OTHERWISE. ALUMINUM CONDUCTORS ARE NOT ALLOWED ON THIS PROJECT. 1.2 INSULATION TYPE SHALL BE TYPE THW FOR WIRE SIZES #8 AWG AND LARGER AND THHN OR THWN FOR #10AWG AND SMALLER. THHN SHALL NOT BE USED IN WET OR DAMP LOCATIONS. 1.3 PROVIDE WIRE AND RACEWAY SYSTEM AS DESCRIBED HEREIN AND AS INDICATED ON THE DRAWINGS. METAL-CLAD (MC.) ARMORED CABLE (AC) AND NON-METALLIC SHEATHED CABLE (NMC) SHALL NOT BE PERMITTED UNLESS NOTED SPECIFICALLY OTHERWISE AND APPROVED PRIOR TO BIDDING. 1.4 PROVIDE MINIMUM #12 CONDUCTORS, UNLESS OTHERWISE INDICATED. 1.4a CONTROL CONDUCTORS SHALL BE #14 MINIMUM FOR NEC CLASS 1 AND #16 FOR CEC CLASS 2. 1.5 CONDUCTORS #8 AWG AND LARGER SHALL BE STRANDED. 1.6 CONDUCTORS #10 AWG AND SMALLER SHALL BE SOLID. 1.7 INSTALL ALL WIRING IN CONDUIT. 1.8 CONNECT #10 AND SMALLER WIRES WITH CONSTANT PRESSURE EXPANDABLE SPRING TYPE CONNECTORS, "SCOTCHLOK" BY 3M OR B-CAP BY BUCHANAN. 1.9 CONNECT #8 AND LARGER WIRES WITH COMPRESSION CONNECTORS OR SPLICES AS MANUFACTURED BY BURNDY OR T&B. 1.10 INSULATE SPLICING CONNECTORS TO AT LEAST 200% OF THE WIRE INSULATION. USE PRE-STRETCHED TUBING CONNECTOR INSULATORS. 3M PST FOR #2 AND LARGER CONDUCTORS. 1.11 PULL CONDUCTORS USING RECOGNIZED METHODS AND EQUIPMENT LEAVING AS LEAST 6" WIRE AT ALL JUNCTION BOXES FOR CONNECTIONS. 1.11a CLEAN OUT EACH CONDUIT SYSTEM BEFORE PULLING WIRE. 1.12 FORM AND TIE ALL WIRING IN PANEL BOARDS. 1.13 THERE SHALL BE NO WIRE NUT JOINTS OR SPLICES MADE INSIDE SWITCHBOARDS/ PANEL BOARDS. 1.14 BRANCH CIRCUIT WIRE SIZES (AND CONDUITS) SHALL BE INCREASED FROM THOSE INDICATED ON THE PLANS TO PREVENT EXCESSIVE VOLTAGE DROP. BRANCH CIRCUITS SHALL BE INSTALLED WITH WIRES OF SUFFICIENT SIZE SO THAT VOLTAGE DROP BETWEEN THE PANEL AND THE LOADS DOES NOT EXCEED LIMIT OF 3 PERCENT. 1.15 WIRE SIZES SHALL BE BASED ON THE 60°C. AMPACITIES FOR WIRE SIZES NO. 14-1 A.W.G., AND 75°C. AMPACITIES FOR WIRE SIZES #1/0A.W.G. AND LARGER. 1.16 CIRCUITS MAY BE MULTI-PLEXED IN CONDUIT PROVIDED WIRE IS PROPERLY DERATED AND CONDUIT SIZED PER CODE. UNDER NO CIRCUMSTANCES SHALL MORE THAN (9) CURRENT CARRYING CONDUCTORS BE RUN IN A SINGLE CONDUIT. 1.17 PROVIDE WIRE AND RACEWAY SYSTEMS AS DESCRIBED HEREIN AND INDICATED ON DRAWINGS. METAL-CLAD (MC), ARMORED CABLE (AC), AND NON-METALLIC SHEATHED CABLE (NMC) SHALL NOT BE PERMITTED, UNLESS NOTED SPECIFICALLY OTHERWISE AND APPROVED PRIOR TO BIDDING. WIRE AND CABLE PHASE A PHASE B PHASE C NEUTRAL GROUND BLACK RED BLUE WHITE GREEN 120/208 BROWN ORANGE YELLOW 277/480 GREY GREEN 1.0 RACEWAYS 1.1 ALL WIRE SHALL BE RUN IN ACCORDANCE WITH CODE IN CORROSION RESISTANT, RIGID, THREADED, METAL CONDUIT OR ELECTRICAL METALLIC TUBING (E.M.T.) UNLESS OTHERWISE SPECIFICALLY STATED HEREIN. RACEWAYS AND BOXES WIRING DEVICES 1.0 WIRING DEVICES 1.1 WIRING DEVICE COLOR SHALL BE WHITE, UNLESS OTHERWISE NOTED. 1.2 PROVIDE TOTALLY ENCLOSED, 20 AMPERE, 120/277 VOLT, QUIET A/C GENERAL USE SNAP SWITCHES. 1.3 SWITCHES SHALL BE SPECIFICATION GRADE AS MANUFACTURED BY HUBBELL, P&S, OR LEVITON. 1.4 PROVIDE NEMA CONFIGURATION 5-20R DUPLEX 125 VOLT GROUNDING TYPE RECEPTACLES RATED FOR 20 AMPERES UNLESS OTHERWISE INDICATED ON THE DRAWINGS. 1.5 RECEPTACLES SHALL BE SPECIFICATION GRADE AS MANUFACTURED BY HUBBELL, P&S OR LEVITON. 1.0 NAMEPLATES 1.1 GENERAL: FURNISH AND MOUNT ON EACH PANEL BOARD/SWITCHBOARD (INCLUDING BRANCH SWITCHES), LARGE JUNCTION BOX, SAFETY SWITCH, STARTER, REMOTE CONTROL, PUSHBUTTON STATION, AND ALL SIMILAR CONTROLS A NAMEPLATE DESCRIPTIVE OF THE EQUIPMENT OR EQUIPMENT CONTROLLED. 1.2 PROVIDE BLACK AND WHITE NAMEPLATES CONSTRUCTED FROM LAMINATED PHENOLIC WITH A WHITE CENTER CORE. LETTERS SHALL BE ENGRAVED IN THE PHENOLIC TO FORM WHITE LETTERS 3/8" HIGH. FASTEN THE NAMEPLATES WITH SCREWS AND ADHESIVE FASTENER. 2.0 MOUNTING ACCESSORIES 2.1 THIS CONTRACTOR SHALL FURNISH AND INSTALL ALL ANGLE IRON, CHANNEL IRON, RODS, SUPPORTS, HANGERS, CONCRETE OR PLYWOOD REQUIRED TO INSTALL, MOUNT AND SUPPORT ANY ELECTRICAL EQUIPMENT OR DEVICE CALLED FOR ON THE PLANS. 2.2 SUPPORTING MATERIAL SHALL BE COMPLETE WITH HANGERS, CONNECTORS, BOLTS, CLAMPS, AND NECESSARY ACCESSORIES TO MAKE A COMPLETE INSTALLATION. SUPPORTING MATERIAL SHALL BE GALVANIZED, PAINTED OR OTHERWISE SUITABLY FINISHED. PRODUCTS BY BINKLEY, STEEL CITY OR RACO WILL BE ACCEPTABLE. 2.3 ALL SURFACE-MOUNTED EQUIPMENT ON BLOCK WALLS SHALL BE MOUNTED ON 3/4" PLYWOOD BACKBOARD. ALL FLOOR-MOUNTED EQUIPMENT SHALL BE INSTALLED ON A 4" HIGH CONCRETE PAD. 3.0 EXECUTION 3.1 THE ELECTRICAL WORK FOR CONSTRUCTION PURPOSES SHALL CONFORM TO ALL FEDERAL (OSHA), STATE, ALL SPECIFIC SAFETY REQUIREMENTS AND THE CURRENT EDITION OF THE CEC. 3.2 CHECK THE HVAC AND PLUMBING SPECIFICATIONS FOR ELECTRICAL REQUIREMENTS AND INCLUDE THE SAME IN THE CONTRACT COST. 3.3 EQUIPMENT CONNECTIONS, STARTERS, DISCONNECT SWITCHES, CONTROL TRANSFORMERS AND PUSH-BUTTON STATIONS FOR THE EQUIPMENT FURNISHED BY THE OWNER OR UNDER A SEPARATE CONTRACT SHALL BE INSTALLED AND CONNECTED UNDER THIS DIVISION, AS INDICATED ON THE CONTRACT DRAWINGS. 3.4 ALL CUTTING, PATCHING, EXCAVATING, BACK FILLING AND CONCRETE WORK RELATED TO THIS CONTRACT WILL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. THIS CONTRACTOR SHALL ASSUME THE RESPONSIBILITY OF PROVIDING THE SLEEVES, CHASES AND OPENINGS NECESSARY FOR THE ELECTRICAL INSTALLATION AND FOR THEIR REPAIR IN AN ACCEPTABLE MANNER, AS DETERMINED BY THE ARCHITECT. ALL HOLES SHALL BE CORE-DRILLED. PROVIDE FIRE STOP IN ALL OPENINGS CREATED THROUGH FIRE-RATED WALLS, FLOORS, OR CEILINGS. 3.5 THIS CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL REQUIRED ACCESS PANELS NECESSARY FOR HIS WORK, COORDINATE WITH ARCHITECT PRIOR TO INSTALLATION. 4.0 MATERIALS AND WORKMANSHIP 4.1 ALL WORK SHALL BE INSTALLED IN A PRACTICAL WORKMANLIKE MANNER BY MECHANICS SKILLED IN THE SEVERAL TRADES NECESSARY 4.2 ALL MATERIALS SHALL BE NEW AND FREE FROM DEFECTS AND SHALL BE THE BEST OF THEIR KINDS, UNLESS SPECIFIED OR INDICATED ON THE DRAWINGS TO THE CONTRARY. 4.3 DURING EACH PHASE AND AT THE COMPLETION OF THE CONSTRUCTION, THIS CONTRACTOR SHALL REMOVE ALL DEBRIS AND EXCESS MATERIALS CAUSED BY HIS WORK. HE SHALL LEAVE THE AREA OF OPERATION BROOM CLEAN. 4.4 ALL ELECTRICAL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OR ETL LABEL. 4.5 THIS CONTRACTOR SHALL GUARANTEE HIS WORKMANSHIP AND MATERIAL (LAMPS EXCEPTED) FOR A PERIOD OF ONE YEAR FROM THE DATE OF BUILDING OPENING AND LEAVE HIS WORK IN PERFECT ORDER AT THE COMPLETION. SHOULD DEFECTS DEVELOP WITHIN THE GUARANTEE PERIOD, THE CONTRACTOR SHALL, UPON NOTICE OF THE SAME, REMEDY THE DEFECTS AND HAVE ALL DAMAGES TO OTHER WORK OR FURNISHINGS CAUSED BY THE REPAIRS CORRECTED AT HIS EXPENSE TO THE CONDITION BEFORE SUCH DAMAGE. 5.0 SCOPE OF WORK 5.1 THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIAL, STORAGE, UNPACKING AND PLACEMENT; TO INCLUDE BUT NOT BE LIMITED TO, THE FOLLOWING ITEM: 5.1a EMERGENCY LIGHTING AND POWER 5.1b COMPLETE POWER AND LIGHTING DISTRIBUTION SYSTEM INCLUDING ALL TRANSFORMERS AND FEEDERS 5.1c COMPLETE BRANCH CIRCUIT WIRING SYSTEM. 5.1d COMPLETE POWER WIRING FOR ALL AIR CONDITIONING EQUIPMENT, PLUMBING SYSTEM, HEATING EQUIPMENT, VENTILATING AND EXHAUST EQUIPMENT. 5.1e COMPLETE LIGHTING FIXTURE INSTALLATION. 5.1f COMPLETE COMMUNICATIONS CONDUIT AND WIRING SYSTEM INCLUDING BOXES, PLATES, JACKS, ETC., AS SPECIFIED, SHOWN ON THE DRAWINGS AND REQUIRED BY THE TENANT. 5.1g TEMPORARY ELECTRICAL POWER AND LIGHTING AS REQUIRED FOR CONSTRUCTION. 5.1h TESTING OF ALL CABLES AND CIRCUIT WIRING AFTER INSTALLATION. 5.1i EXIT LIGHT SYSTEM. 5.1j WIRING DEVICES AND FLOOR BOXES. 5.1k LIGHTING CONTROLS. 5.1l GROUNDING OF THE ELECTRICAL SYSTEM. 5.1m FIRE SUPERVISORY ALARM SYSTEM. 5.1n TELEPHONE AND ELECTRIC SERVICES 5.1o SOUND SYSTEM COMPONENTS, CONDUIT SYSTEM & WIRING BASIC MATERIALS AND METHODS WHEN REQUIRED, IT IS THE OWNER'S RESPONSIBILITY TO CONTRACT WITH A COMMISSIONING AUTHORITY TO COMPLY WITH LOCAL CODES. BLACK RED BLUE WHITE GREEN 120/240 Clayton Lucas, P.E. CA-E24065 101 Nightlinger Lane Millsap, TX 76066 (817) 901-5191 03/12/2025 Clayton Lucas, P.E. CA-E24065 101 Nightlinger Lane Millsap, TX 76066 (817) 901-5191 03/12/2025 Clayton Lucas, P.E. CA-E24065 101 Nightlinger Lane Millsap, TX 76066 (817) 901-5191 03/12/2025 03/12/2025 03/12/2025 T.G.C. BALL VALVE GATE VALVE CHECK VALVE 2-WAY CONTROL VALVE 3-WAY CONTROL VALVE PIPE UNION DIRECTION OF FLOW ARROW END CAP PIPE TURN UP PIPE TURN DOWN FLOOR DRAIN SANITARY SEWER LINE COLD WATER LINE HOT WATER LINE VENT LINE GAS LINE TANK TYPE WATER HEATER TENANT GENERAL CONTRACTOR AFF ABOVE FINISHED FLOOR UNO UNLESS NOTED OTHERWISE TEN TENANT LL LANDLORD NIC NOT IN CONTRACT MOCP MAXIMUM OVERCURRENT PROTECTION FLA FULL LOAD AMPS NTS NOT TO SCALE TYP TYPICAL HP HORSEPOWER MCA MINIMUM CIRCUIT AMPACITY NOTE: NOT ALL SYMBOLS OR ABBREVIATIONS MAY APPEAR ON PLANS. SS .. .... G SS SANITARY SEWER FD FLOOR DRAIN WC WATER CLOSET LAV LAVATORY WH TANK TYPE WATER HEATER IWH INSTANTANEOUS WATER HEATER DF DRINKING FOUNTAIN CW COLD WATER HW HOT WATER CD CONDENSATE DRAIN WCO WALL CLEAN OUT FCO FLOOR CLEAN OUT GPM GALLONS / MINUTE DIA DIAMETER VIF VERIFY IN FIELD COMPRESSED AIR VACUUM LINE MARK CATALOG NUMBER FIXTURE DESCRIPTIONMANUFACTURER REMARKS VITREOUS CHINA, WALL MOUNTED, 4" CENTER FAUCET, CONCEALED ARM CARRIER SYSTEM. FAUCET, AMERICAN STANDARD, COLONY PRO 7075100.002, DECK MOUNTED, SINGLE-HANDLE, LEVER HANDLE, 0.5 GPM MAX FLOW RATE, WATERSENSE COMPLIANT. THERMOSTATIC MIXING VALVE, WATTS, LFUSG-B, INTEGRAL INLET CHECK VALVES AND STRAINER, 0.25 GPM MINIMUM FLOW, SET OUTLET TEMPERATURE TO 105°F. LAV AMERICAN STANDARD LAVATORY DF BARRIER-FREE, WALL MOUNTED, BI-LELVEL, ADA.ELKAY EDFP217C DRINKING FOUNTAIN WATER HEATER ELECTRIC, TANK TYPE, 30-GALLON, 208V, 3-PH, 3KW, NONSIMULTANEOUS. PROVIDE WITH EXPANSION TANK AND RATED SHELF MOUNT.ELDS30RHEEM DESIGN DRAWINGS ARE SCHEMATIC. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACT SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS IN HIS BID. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTOR'S COST. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES. THE PLANS AND SPECIFICATIONS NOT WITHSTANDING, THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. M WATER METER BACKFLOW PREVENTER POINT OF CONNECTION WH Z1996-24 24"x24"x12" , STAINLESS STEEL EDGE CAPS ON ALL SIDES, STAINLESS STEEL WALL GUARDS, CAST BRASS DRAIN WITH STAINLESS STEEL STRAINER. FAUCET, MOEN, 8124, EXPOSED YOKE, WALL MOUNTED, VACUUM BREAKER, 6" THREADED SPOUT. ZURNMS MOP SINK PLUMBING SYMBOLS LEGEND ABBREVIATIONSPLUMBING FIXTURE SCHEDULE FIELD VERIFY ALL CONDITIONS GENERAL NOTES 1.GENERAL CONDITIONS AND SPECIAL CONDITIONS SHALL APPLY TO THIS CONTRACT. DRAWINGS ARE SCHEMATIC. THE CONTRACTOR SHALL INCLUDE IN HIS BID ALL COSTS TO MAKE NECESSARY ADJUSTMENTS TO PROVIDE A COMPLETE INSTALLATION AS CONTEMPLATED BY THE DRAWINGS AND SPECIFICATIONS READY FOR USE. PRIOR TO SUBMITTING HIS BID THE CONTRACTOR SHALL INSPECT THE SITE AND INCLUDE IN HIS BID ALL ADJUSTMENTS AND CHANGES REQUIRED DUE TO EXISTING CONDITIONS. 2.ALL WORK SHALL CONFORM TO THE LOCAL BUILDING CODE AND ALL WORK SHALL BE PERFORMED IN A NEAT AND SAFE MANNER. 3.INSULATE HOT AND COLD WATER PIPING WITH 1" FIBERGLASS. 4.GIVE ALL NECESSARY NOTICES, OBTAIN AND PAY FOR ALL PERMITS, PERFORM ALL TESTS, PAY ALL LOCAL, STATE AND FEDERAL TAXES, FEES AND OTHER COSTS IN CONNECTION WITH THIS WORK. FILE ALL NECESSARY PLANS AND OBTAIN ALL REQUIRED PERMITS OF ALL AGENCIES HAVING JURISDICTION. 5.GUARANTEE ALL WORK AND MATERIAL FREE FROM DEFECTS FOR A PERIOD OF ONE YEAR AFTER COMPLETION OF PROJECT, DURING WHICH ALL REPAIRS SHALL BE MADE AT NO COST TO THE TENANT. 6.DO NOT SCALE FROM THESE DRAWINGS. 7.ALL SINKS TO BE FASTENED TO WALLS AS REQUIRED. 8.PROVIDE INDIVIDUAL SHUT-OFF VALVES AT ALL WATER CONNECTIONS TO EQUIPMENT (LOCATED AT EQUIPMENT CONVENIENT TO OPERATOR). 9.PROVIDE ESCUTCHEONS FOR ALL PIPES PIERCING PARTITIONS AND WALLS. 10.PLUMBING CONTRACTOR SHALL VERIFY ALL INVERTS AND EXISTING CONDITIONS PRIOR TO INSTALLATION OF NEW WORK. 11.PLUMBING CONTRACTOR SHALL PROVIDE FINAL CONNECTION TO ALL EQUIPMENT REQUIRING PLUMBING CONNECTION. 12.LOCATION, TYPE AND SPACING OF FIXTURES SHALL COMPLY WITH LOCAL HANDICAPPED CODE REQUIREMENTS. COORDINATE WITH ARCHITECTURAL PLANS AND DETAILS. PLUMBING CONTRACTOR TO VERIFY CONDITIONS PRIOR TO INSTALLING FIXTURES. GRADE CLEAN OUT DOUBLE GRADE CLEAN OUT DECORUM 9024001EC.020 Z-1441 CI BODY, RECESSED, THREADED BRASS PLUG, STAINLESS STEEL ACCESS COVERZURNWCOWALL CLEANOUT ......HOT WATER RE-CIRCULATION LINE UP15-10B5 HOT WATER RE-CIRCULATION PUMP, 2GPM @ 2FT HD, 120V, 1PH. PROVIDE WITH AQUASTAT AND TIMECLOCK CONTROL.GRUNDFOSRP RE-CIRCULATION PUMP WC FLOOR MOUNTED, TANK TYPE. VITREOUS CHINA SIPHON, ELONGATED RIM BOWL, 1.28 GALLONS PER FLUSH MAXIMUM, WATERSENSE COMPLIANT. PROVIDE WITH HANDLE ON OPPOSITE SIDE FROM WALL. PROVIDE WITH OPEN FRONT SEAT. 215CA.104 WATER CLOSETAMERICAN STANDARD Z453B-P FLOOR DRAIN WITH "TYPE B" STRAINER AND TRAP PRIMER CONNECTION. FLOOR DRAINS SHALL BE A MIN OF 3" DIA.ZURNFD FLOOR DRAIN 1.CONNECT NEW 3/4" DOMESTIC COLD WATER PIPING INTO EXISTING DOMESTIC COLD WATER PIPING SERVING THE SPACE. VERIFY ROUTING, AND CONNECTION POINT PRIOR TO BID. COORDINATE METER AND BACKFLOW REQUIREMENT WITH LANDLORD AND UTILITY PROVIDER. 2.PROVIDE NEW SHELF MOUNTED ELECTRIC WATER HEATER PER SCHEDULE. INSTALL IN STRICT ACCORDANCE WITH MANUFACTURER'S GUIDELINES. PIPE PRESSURE RELIEF VALVE TO NEW MOP SINK. 3.PROVIDE MIXING VALVES SET AT 105° F. HOT WATER LOOP SHALL DROP FROM OVERHEAD TO WITHIN 2 FEET OF LAVATORY CONNECTION AS DIRECTED BY CPC. 4.INSTALL WATER HAMMER ARRESTOR. 5.CONNECT NEW 4" SANITARY SEWER PIPING INTO EXISTING SANITARY SEWER PIPING SERVING THE SPACE. VERIFY SIZE, ROUTING, INVERT, AND CONNECTION POINT PRIOR TO BID. 6.CONNECT NEW 2" SANITARY VENT PIPING INTO EXISTING SANITARY VENT PIPING SERVING THE SPACE. VERIFY SIZE, ROUTING, AND CONNECTION POINT PRIOR TO BID. 7.PROVIDE PPP INC. P2-500 TRAP PRIMER ABOVE CEILING OR IN WALL WITH ACCESS PANEL. KEYED NOTES # EM SCALEDOMESTIC WATER PLAN 1/4" = 1'0"1 SD SD SD EM SD EM KEY PLAN ISOLATION VALVE (TYP) HEAT TRAP UNION (TYP) CALIBRATED BALANCING VALVE (1/2 GPM) CALIBRATED BALANCING VALVE (2 GPM) DOMESTIC HOT WATER CIRCULATION PUMP THERMOSTATIC MIXING VALVE DOMESTIC HOT WATER RETURN FROM CIRCULATION LOOP CHECK VALVE 7-DAY TIMECLOCK FOR OPERATION OF CIRCULATION PUMP DURING OCCUPIED PERIODS THERMOMETER DET-5 OR EQUAL; TANK; WATTS EXPANSION 1" ALL-THREAD WITH TURNBUCKLE (TYP OF 4) WATER HEATER RIGID METAL SUPPORT FRAME BELOW WATER HEATER. 3/8", 1 1/2" ANGLE FRAME WITH 3/4" OUTDOOR PLYWOOD FOR SUPPORT OF WATER HEATER ON FRAMING EXTEND 3/4" DRAIN TO FLOOR DRAIN OR SERVICE SINK EMERGENCY DRAIN PAN WALL EXTEND RELIEF FROM T&P VALVE FULL SIZED TO FLOOR DRAIN 1/2" DIA DIAGONAL X BRACE (4 SIDES) WELD TO ANCHOR RODS EA END EXTEND AND ATTACH TO STRUCTURE. ATTACH THREADED ROD WITH DOUBLE TOP NUTS ANCHOR TO EXISTING STRUCTURE ABOVE WITH HILTI HUS-EZ 3/8" DIA X 1-5/8" EMBED. COORDINATE STRUCTURAL ATTACHMENT TO PROVIDE STRAIGHT AND LEVEL SYSTEM DOMESTIC COLD WATER SUPPLY DOMESTIC HOT WATER SUPPLY VACUUM RELIEF VALVE, ANSI Z21.22, WATTS N36-M1 OR EQUAL DIELECTRIC UNION (TYPICAL) STRUCTURE AS SUSPENDED FROM REQUIRED SCALEWATER HEATER DETAIL N.T.S.6 SCALEDOMESTIC WATER ISOMETRIC N.T.S.2 SCALESANITARY WASTE PLAN 1/4" = 1'0"3 SCALESANITARY SEWER ISOMETRIC N.T.S.4 HOT 120°F COLD REF. PLUMBING FIXTURE SCHEDULE MIXED 105°F MAX TYPICAL ASSE 1070 APPLICATION CONNECTION TO SUPPLY LINE 155-330 114-154 61-113 FIXTURE UNIT RATING 33-60 12-32 1-11 NOTE: USE TABLE 10-1 UNIFORM PLUMBING CODE FOR FIXTURE UNITS, FOR SIZING WATER HAMMER ARRESTORS. TABLE APPLIES TO BOTH UPC & IPC. 1" 1" 1" RUNOUTS TO LAST FIXTURE SHALL NOT BE SMALLER THAN SIZE REQUIRED FOR ARRESTORS TO H.W. & C.W. SUPPLY 3/4" 1" 1" ZURN WATER HAMMER ARRESTORS TO FIXTURES TO FIXTURES PIPING TO LAST FIXTURE WATER HAMMER ARRESTOR SIZING CHART SCALETHERMOSTATIC MIXING VALVE DETAIL N.T.S.7 SCALEWATER HAMMER ARRESTOR DETAIL N.T.S.8 TAPPED P-TRAP ADAPTER, PPP INC. OR EQUAL 1/2" COPPER TUBING. ROUTE (THRU PARTITION FOR RESTROOM AND EXPOSED TIGHT TO WALL IN MAINTENANCE) BELOW FLOOR TO P-TRAPS SEE PLAN. DISTRIBUTION UNIT #DU-2 C.W. SUPPLY 3/4" X 1/2" TEE. TRAP PRIMER VALVE WITH INTEGRAL BACKFLOW PREVENTER AND VACUUM BREAKER PORT. PRECISION PLUMBING PRODUCTS MODEL P1-500. DISTRIBUTION UNIT TO BE MOUNTED (ABOVE CEILING IN MAINTENANCE ROOM AND TOILET ROOM) FINISH FLOOR WASTE LINE P-TRAP BALL VALVE SCALETRAP PRIMER DETAIL N.T.S.9 LANDLORD NOTES: DO NOT SUPPORT OR SUSPEND THE WATER HEATER FROM THE LANDLORD'S DEMISING WALL(S). SCOPE OF WORK MS WH DFLAV WC MS DF LAV WC FD WCO 2 6 HOSE BIB RE-CIRCULATION PUMP BALL VALVEBALL VALVE SCALEHOT WATER RECIRCULATION PUMP DETAIL N.T.S.5 HOT WATER RE-CIRCULATION PIPING TO WATER HEATER SUPPLY PIPING FROM HOT WATER PIPING SYSTEM EM 1 ... . .... .. ...RP 5 . . . . . . . .. . . .. .. 3/4" MS WH 1/ 2 " DF . 3/ 4 " WC 3/ 4 " . 1/ 2 " 1/ 2 " LAV .. .. .. .. .. .. ... ... ... ... RP 2" 3" MS WCO 1- 1 / 2 " 2" 2" 4" 2" 3" 2" 1- 1 / 2 " 2" DF WC FD LAV 2" 4" 4" 2 3 4 4 7 1/ 2 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 1 5 6 B/O SUPPORT EL=108'-8" PE ET R PE.A L UT H C E C S NGINEERING & ONSULTING ERVICES M E C H E L E C P L U MB . . . P E . . 1 1 1 1 1 1 2.07 HANGERS AND SUPPORTS 2.06 EXPANSION JOINTS AND ANCHORS A.THE PLUMBING CONTRACTOR SHALL BE A LICENSED INSTALLER OF PLUMBING SYSTEMS IN THE CITY WHERE WORK IS PERFORMED. B.THE CONTRACTOR SHALL BE QUALIFIED WITH AT LEAST 5 YEARS OF SUCCESSFUL INSTALLATION EXPERIENCE ON PROJECTS WITH WORK SIMILAR TO THAT REQUIRED FOR THIS PROJECT. C.ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF APPLICABLE BUILDING CODE OF THE LATEST EDITION. A.EXAMINE ALL DRAWINGS COVERING THE WORK OF THIS SECTION AND REFER TO OTHER DRAWINGS, INCLUDING ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS, WHICH MAY AFFECT THE WORK OF THIS SECTION OR REQUIRE COORDINATION BY SAME. B.BEFORE STARTING ANY WORK, EXAMINE AND THOROUGHLY CHECK DRAWINGS, DIMENSIONS, SPECIFICATIONS, AND ADJOINING OR UNDERLYING CONDITIONS IN WHICH THE WORK OF THIS SECTION IS TO BE PERFORMED. C.REPORT, IN WRITING, TO THE ARCHITECT ANY AND ALL CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT OR PREVENT THE PROPER EXECUTION AND COMPLETION OF THE WORK OF THIS SECTION. DO NOT COMMENCE WORK UNTIL ANY AND ALL SUCH CONDITIONS HAVE BEEN CORRECTED BY THE TRADE OR TRADES RESPONSIBLE. D.FAILURE TO NOTIFY THE ARCHITECT OF UNSATISFACTORY CONDITIONS WILL BE CONSTRUED AS AN ACCEPTANCE OF ALL CONDITIONS. E.THE EXECUTION OF THE WORK OF THIS SECTION CONSTITUTES ACCEPTANCE OF THE BASE OR ADJOINING WORK AND OTHER CONDITIONS AS BEING SATISFACTORY IN EVERY RESPECT AND LATER CLAIMS OF DEFECTS IN SUCH CASES WILL NOT BE ALLOWED. F.THE DRAWINGS INDICATE AND THE SPECIFICATIONS DESCRIBE THE GENERAL ARRANGEMENT AND THE APPROXIMATE LOCATION OF EQUIPMENT, FIXTURES, PIPING, ETC. EXACT LOCATIONS MAY BE ADJUSTED IN THE FIELD TO SUIT EXISTING CONDITIONS. G.THE CONTRACTOR SHALL, WITHOUT EXTRA COST TO THE OWNER, MAKE ALL REASONABLE MODIFICATIONS IN THE WORK AS MAY BE REQUIRED TO PREVENT CONFLICT WITH THE WORK OF OTHER TRADES, OR FOR THE PROPER INSTALLATION OF THE WORK. A.SUBMIT SHOP DRAWINGS AND SAMPLES WITH ALL DETAILS AND INFORMATION, AS REQUIRED FOR THE WORK OF THIS SECTION AND IN ACCORDANCE WITH GENERAL CONDITIONS OR AS REQUESTED BY THE ARCHITECT OR ENGINEER. B.SUBMIT FOR APPROVAL; SAMPLES OF MATERIALS, AFFIDAVITS, CERTIFICATES, ETC., AS REQUIRED BY THE GENERAL CONDITIONS OR AS REQUESTED BY THE ARCHITECT OR ENGINEER. C.SUBMIT FOR APPROVAL SHOP DRAWINGS AND CATALOG CUTS OF THE FOLLOWING: 1.PLUMBING FIXTURES AND EQUIPMENT 2.VALVES 3.PIPE AND FITTINGS 4.HANGERS 5.INSULATION 6.WATER HEATERS 7.VACUUM BREAKERS 8.PIPING LAYOUT 9.GREASE INTERCEPTORS 10.BACKFLOW PREVENTION DEVICES. A.ALL PLUMBING SYSTEMS SHALL BE SUBJECT TO AN OPERATING TEST UNDER DESIGN CONDITIONS TO ENSURE PROPER SEQUENCE AND OPERATION THROUGHOUT THE RANGE OF OPERATION REGARDLESS OF THE SEASON. B.ALL NEW PLUMBING SYSTEMS SHALL BE OPERATED SEPARATELY AND COINCIDENT WITH OTHER SYSTEMS FOR A PERIOD OF TIME TO DEMONSTRATE TO THE SATISFACTION OF THE OWNER, ENGINEER AND ARCHITECT THE ABILITY OF THE EQUIPMENT TO MEET CAPACITY AND PERFORMANCE REQUIREMENTS WHILE MAINTAINING DESIGN CONDITIONS IN ACCORDANCE WITH THE TRUE INTENT AND PURPOSE OF THESE SPECIFICATIONS C.MAKE ADJUSTMENTS AS REQUIRED TO ENSURE PROPER FUNCTIONING OF ALL SYSTEMS. A.THE WORK OF THIS CONTRACTOR MUST COMPLY WITH ALL LOCAL LAWS, ORDINANCES AND RULES. THIS CONTRACTOR MUST HAVE THE NECESSARY INSPECTIONS MADE BY THESE AUTHORITIES, PAY ALL THE REQUIRED FEES, AND FURNISH THE OWNER WITH CERTIFICATES OF APPROVAL BEFORE FINAL PAYMENT ON THIS CONTRACT IS MADE. HE SHALL APPLY, PAY FOR, AND OBTAIN ALL PERMITS. A.THIS CONTRACTOR SHALL HAVE A COMPETENT FOREMAN IN CHARGE OF THE WORK WHO SHALL BE ON THE SITE DURING THE INSTALLATION OF THE MATERIAL FURNISHED UNDER THIS SPECIFICATION UNTIL SAME HAS BEEN PUT IN COMPLETE OPERATIVE CONDITION AND ACCEPTED BY THE OWNER. A.THIS CONTRACTOR SHALL DO ALL CUTTING AND PATCHING FOR PLUMBING WORK AND SHALL COORDINATE SAME WITH ALL OTHER TRADES. ALL CUTTING SHALL BE SUBJECT TO TRADE REGULATIONS. NO CUTTING OF STRUCTURAL MEMBERS SHALL BE DONE WITHOUT THE APPROVAL OF THE ARCHITECT. PART I - GENERAL 1.01 DESCRIPTION 1.02 VERIFYING CONDITIONS 1.03 SHOP DRAWINGS AND SAMPLES 1.04 AS-BUILT DRAWINGS 1.05 TESTS 1.06 CLEANING 1.07 LAWS, ORDINANCES, ETC. 1.08 SUPERVISION 1.09 CUTTING AND PATCHING 2.01 GENERAL 2.02 SANITARY WASTE, VENT, AND STORM WATER DRAINAGE PIPE AND FITTINGS 2.04 COLD WATER AND HOT WATER PIPE AND FITTINGS B.ALL SUPPLIES THROUGH WALLS TO FIXTURES SHALL BE 85% RED BRASS WITH THREADED BRASS FITTINGS. ALL EXPOSED PIPING IN FINISHED SPACES SHALL BE CHROME PLATED 85% RED BRASS. PART 2 - MATERIAL A.THE PLUMBING SYSTEMS SHALL BE COMPLETE WITH ALL PIPES, FITTINGS, TRAPS, VALVES, HANGERS AND SUPPORTS, INSULATION, ETC. AND ALL OTHER ITEMS NECESSARY FOR COMPLETE AND OPERATING APPROVED TYPE SYSTEM. B.MANUFACTURERS: FIRMS REGULARLY ENGAGED IN MANUFACTURE OF PRODUCTS OF THIS TYPE WHOSE PRODUCTS HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR NOT LESS THAN 5 YEARS. C.UL COMPLIANCE: PROVIDE COMPONENTS WITH UL LISTING AND LABELING WHEN THERE IS AN APPLICABLE UL CATEGORY. D.PROVIDE MATERIALS, PRODUCTS, AND FABRICATIONS THAT COMPLY WITH ENVIRONMENTAL PROTECTION AGENCY (EPA) REQUIREMENTS AND RECOMMENDATIONS REGARDING LEAD CONTENT AND CONTRIBUTION OF LEAD TO POTABLE WATER, THAT HAVE NO LEAD OR LEAD ALLOYS IN CONTACT WITH POTABLE WATER, AND THAT DO NOT CONTRIBUTE TO OR CAUSE LEAD IN POTABLE WATER. E.PROVIDE MATERIALS, PRODUCTS, AND FABRICATIONS THAT COMPLY WITH ENVIRONMENTAL PROTECTION AGENCY (EPA) REQUIREMENTS AND RECOMMENDATIONS REGARDING LEAD CONTENT AND CONTRIBUTION OF LEAD TO POTABLE WATER, THAT HAVE NO LEAD OR LEAD ALLOYS IN CONTACT WITH POTABLE WATER, AND THAT DO NOT CONTRIBUTE TO OR CAUSE LEAD IN POTABLE WATER. A.PROPER PROVISIONS SHALL BE MADE FOR EXPANSION AND CONTRACTION OF ALL PIPES AND THE PIPING SHALL BE ARRANGED WITH ALL NECESSARY PIPE EXPANSION LOOPS AND SWING JOINTS. B.MAINS AND BRANCHES MUST BE SO INSTALLED WITH SWING CONNECTIONS SO AS TO PERMIT FREE EXPANSION OF PIPING. A.COVER ALL HOT WATER PIPE WITH 1 INCH THICK AND ALL COLD WATER PIPE WITH 1/2 INCH THICK MANVILLE MICRO-LOK AP-T PLUS FIBERGLASS INSULATION. FITTINGS AND VALVES SHALL BE INSULATED WITH MANVILLE ZESTON 2000 PVC INSULATED FITTING COVERS. INSTALL ALL INSULATION AS PER MANUFACTURERS RECOMMENDATIONS. ALL INSULATION MATERIAL SHALL COMPLY WITH THE LOCAL CODE REQUIREMENTS FOR OF A FLAME SPREAD RATING NOT TO EXCEED 25 AND A SMOKE DEVELOPED RATING NOT TO EXCEED 50. A.FURNISH ALL NECESSARY HANGERS, SUPPORTS, INSERTS, CLAMPS, ETC. AS REQUIRED. ALL HANGERS AND SUPPORTS SHALL BE OF HEAVY CONSTRUCTION AND SUITABLE FOR THE SIZE OF PIPE TO BE SUPPORTED. ALL INSERTS AND HANGERS SHALL BE INSTALLED TO CLEAR WORK OF OTHER TRADES. B.ALL HORIZONTAL CAST IRON PIPING SHALL BE SUPPORTED ON FIVE (5) FOOT CENTERS AND AT ALL JOINTS. ALL HORIZONTAL SCREWED PIPING SHALL BE SUPPORTED BY HANGERS SPACED NOT OVER TEN (10) FEET APART. ALL BRANCHES SHALL HAVE SEPARATE HANGERS. HANGERS SHALL BE CLEVIS TYPE, CONSTRUCTED OF HEAVY BAR STEEL STOCK, WITH PROPER SIZE SUSPENSION ROD AND LOCKNUTS. WHERE PIPING IS SUPPORTED FROM THE FLOOR, PROVIDE ADJUSTABLE PIPE SADDLE SUPPORT WITH U-BOLT. C.WHERE PIPES ARE TO BE INSULATED, THE HANGERS SHALL BE OF AMPLE SIZE TO PROVIDE FOR THE COVERING SPECIFIED AND BE PROVIDED WITH GALVANIZED STEEL INSULATION SHIELDS. D.ALL HANGERS, RODS, BEAM CLAMPS, ETC. SHALL BE SHOP ZINC COATED. E.ALL HORIZONTAL COPPER TUBING SHALL BE SUPPORTED BY HANGERS NOT OVER SIX (6) FEET APART FOR PIPING 1-1/4 INCH AND SMALLER AND NOT OVER TEN (10) FEET APART FOR PIPING 1-1/2 INCH AND LARGER. ALL0W BRANCHES SHALL HAVE SEPARATE HANGERS. HANGERS SHALL BE CLEVIS TYPE WITH COPPER BOTTOM SUPPORT. IF CHANNEL OR ANGLE IRON TRAPEZE HANGERS ARE USED, THE SPACE ON HANGERS FOR THE COPPER TUBING SHALL BE WRAPPED WITH LEAD SHIELDS TO ISOLATE TUBING. F.IN AREAS OF STEEL CONSTRUCTION, PIPE HANGERS SHALL BE SUPPORTED BY BEAM CLAMPS. COORDINATE WITH ENGINEER FOR MAXIMUM LOADING. BEAM CLAMPS SHALL BE STEEL WITH BOLT, NUT AND SOCKET THREADED FOR ROD CONNECTION AND SHALL BE F & S MANUFACTURING COMPANY FIG. #45, CENTRAL IRON, GRINNELL COMPANY, OR APPROVED EQUAL. 2.08 INSULATION 2.09 VALVES A.STOP VALVES, EXCEPT FIXTURE STOPS, ON HOT AND COLD WATER LINES 2 IN. AND SMALLER SHALL BE FULL PORT 400 LB. NON-SHOCK BRONZE BALL VALVES, NIBCO T-595-Y FOR THREADED CONNECTIONS, AND NIBCO S-595-Y FOR COPPER TO COPPER, OR APPROVED OTHER. B.GLOBE VALVES UP TO AND INCLUDING 3 IN. SHALL BE SCREW-OVER BONNET, COMPOSITION DISC, BRASS, NIBCO T-211 FOR THREADED CONNECTIONS AND S-211 FO SOLDER CONNECTIONS, OR APPROVED OTHER. C.CHECK VALVES SHALL BE OF THE SWING-TYPE, SIZES UP TO AND INCLUDING 3 IN. SHALL BE ALL BRASS, 125 LB. S.W.P., NIBCO T-413 FOR THREADED CONNECTIONS & NIBCO S-413 FOR SOLDER CONNECTIONS OR APPROVED OTHER. A.EACH VALVE, EXCEPT VALVES AT FIXTURES, SHALL HAVE A 2 INCH DIAMETER BRASS TAG WITH 1 INCH HIGH NUMERAL STAMPED THEREON, SECURED TO THE VALVE BY MEANS OF BRASS'S HOOK OR BRASS CHAIN. EACH SYSTEM TO HAVE A LETTER DESIGNATION IDENTIFYING SOURCE AS WELL. B.THE CONTRACTOR SHALL FURNISH AN APPROVED, NEATLY DRAWN VALVE CHART, PROPERLY FRAMED, SHOWING THE USE AND LOCATION OF EACH VALVE THAT IS TAGGED. 2.10 VALVE TAGS AND CHART 2.11 SHOCK ARRESTORS 2.12 BACKFLOW PREVENTION DEVICES 2.13 CONNECTION TO MISC. EQUIPMENT 2.15 GUARANTEE A.SHOCK ARRESTORS SHALL BE JONESPEC MODEL #55000 SERIES OR APPROVED EQUAL. A.VACUUM BREAKER (TYPE"A") - CAST BRASS C.P. IF EXPOSED TO PUBLIC VIEW SIMILAR TO WATTS NO. 288A. (NOT SUBJECT TO CONSTANT PRESSURE.) B.VACUUM BREAKER (TYPE"B") - CAST BRASS C.P. IF EXPOSED TO PUBLIC VIEW SIMILAR TO WATTS NO. 909-S. C.VACUUM BREAKER (TYPE"C") - CAST BRASS C.P. IF EXPOSED TO PUBLIC VIEW SIMILAR TO WATTS NO. 800MCQT. (CONSTANT PRESSURE V.B.) D.VACUUM BREAKER (TYPE"D") - CAST BRASS C.P. IF EXPOSED TO PUBLIC VIEW SIMILAR TO WATTS NO. N9C. (CONSTANT PRESSURE V.B.) A.PROVIDE ALL NECESSARY PIPE, FITTINGS, VALVES, ETC. EXCEPT AS OTHERWISE SPECIFIED AND MAKE ALL FINAL PLUMBING PIPING CONNECTIONS, INCLUDING WASTE, VENT, HOT AND COLD WATER, ETC., TO ALL EQUIPMENT REQUIRING SAME, FURNISHED "UNDER ANOTHER SECTION OF THE SPECIFICATIONS" A.THIS CONTRACTOR SHALL GUARANTEE FOR A PERIOD OF ONE (1) YEAR FROM DATE OF ACCEPTANCE BY THE OWNERS, ALL MATERIALS, APPARATUS AND WORKMANSHIP WHETHER FURNISHED BY HIMSELF OR BY HIS SUBCONTRACTORS AND HE SHALL REPLACE OR REPAIR IN A MANNER APPROVED BY THE ARCHITECTS, WITHOUT COST TO THE OWNER, ANY PARTS OR PARTS OF THE WORK WHICH MAY PROVE DEFECTIVE OR UNSATISFACTORY WITHIN THE PERIOD OF THE GUARANTEE. B.WHERE SPECIAL GUARANTEES COVERING INSTALLATION, OPERATION OR PERFORMANCE OF ANY SYSTEMS OR APPLIANCES FURNISHED UNDER THIS CONTRACTOR ARE REQUIRED, THE FULL RESPONSIBILITY FOR THE FULFILLMENT OF SUCH GUARANTEES MUST BE ASSUMED BY THE CONTRACTOR, WHO SHALL OBTAIN WRITTEN GUARANTEES, IN TRIPLICATE, WHICH SHALL BE FILED WITH THE ARCHITECT BEFORE FINAL ACCEPTANCE. C.CONTRACTOR WILL BE RESPONSIBLE FOR ALL LEAKS IN ALL PIPES FOR A PERIOD OF ONE YEAR FROM THE DATE OF COMPLETION OF WORK UNDER THIS CONTRACT. CONTRACTOR SHALL REPAIR AT NO COST TO THE OWNER, ALL SUCH LEAKS WHICH OCCUR AFTER COMPLETION OF THIS CONTRACT UPON 24 HOURS NOTICE THEREOF BY THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR. LEAKS WHICH OCCUR PRIOR TO THE COMPLETION OF THIS CONTRACT SHALL BE REPAIRED AT ONCE. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED BY SUCH LEAKS AND THE REPAIR THEREOF AND WILL REIMBURSE THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR FOR ALL EXPENSE INCURRED THEREBY. D.DISINFECTION THE POTABLE WATER SYSTEM SHALL BE DISINFECTED PRIOR TO USE BY A METHOD OF DISINFECTION IN ACCORDANCE WITH THE NATIONAL PLUMBING CODE CHAPTER 10 PARAGRAPH-10.9. THE POTABLE WATER PURITY TEST RESULT FROM A NEW JERSEY CERTIFIED TESTER SHALL BE SUBMITTED FOR ENGINEER'S REVIEW AND APPROVAL. 2.16 PRESSURE REDUCING VALVE IF APPLICABLE (DOMESTIC WATER) A.SIZE 1/2" - 2-1/2" THREADED BRONZE BODY CONSTRUCTION RENEWABLE STAINLESS STEEL SEAT. HIGH TEMPERATURE RESISTING DIAPHRAGM, SPRING CAGE CONSTRUCTION AND STRAINER. WATTS NO. 223S OR APPROVED EQUAL. SEE DRAWINGS FOR PSI SETTINGS. 2.17 PLUMBING FIXTURES AND EQUIPMENT A.PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL PLUMBING FIXTURES AND APPLIANCES, UNLESS OTHERWISE NOTED, AND MAKE ALL FINAL CONNECTIONS AS REQUIRED. B.REFER TO ARCHITECTURAL PLANS AND/OR SPECIFICATIONS FOR EXACT PLUMBING FIXTURE TYPE, MAKE AND MOUNTING HEIGHTS. A.THE CONTRACTOR SHALL KEEP A SET OF PLANS ON THE JOB, NOTING DAILY ALL CHANGES MADE IN CONNECTION WITH THE FINAL INSTALLATION INCLUDING EXACT DIMENSIONED LOCATIONS OF ALL NEW AND UNCOVERED EXISTING UTILITY PIPING OUTSIDE THE BUILDING. B.PREPARE AND SUBMIT "AS-BUILT" DRAWINGS AT THE COMPLETION OF THE PROJECT. A.ALL PIPING, FIXTURES, EQUIPMENT, ETC., INSTALLED UNDER THIS CONTRACT SHALL BE THOROUGHLY CLEANED AND PROTECTED DURING CONSTRUCTION AND PUT INTO FIRST-CLASS OPERATING CONDITION BEFORE BEING OFFERED FOR ACCEPTANCE. B.UPON COMPLETION OF ALL WORK, THE PLUMBING CONTRACTOR SHALL THOROUGHLY CLEAN ALL PLUMBING FIXTURES AND LEAVE ALL ITEMS READY FOR USE BY THE OWNER. ALL FLOOR DRAINS SHALL BE CLEANED AND MANUFACTURERS PROTECTIVE COVERINGS SHALL BE REMOVED. 2.14 CONDENSATE DRAIN PIPING A.CONDENSATE DRAIN PIPING SHALL BE TYPE "M" COPPER OR SCHEDULE 40 PVC, WHERE PERMITTED BY LOCAL CODE. A. SANITARY SEWER - CAST IRON, COPPER, OR PVC PIPING MAY BE USED EXCEPT THAT ALL PIPING BELOW GRADE SHALL BE PVC. VENTS TWO (2") INCHES IN SIZE AND SMALLER MAY BE A. DOMESTIC COLD AND HOT WATER PIPING SHALL BE COPPER TYPE "L" WITH WROUGHT COPPER FITTINGS. ALL WATER PIPING SHALL BE INSULATED WITH ARMAFLEX OR COPPER PIPING. EQUIVALENT INSULATING TO A THICKNESS OF 1". WHEN REQUIRED, IT IS THE OWNER'S RESPONSIBILITY TO CONTRACT WITH A COMMISSIONING AUTHORITY TO COMPLY WITH LOCAL CODES. 763.559.9100 www.vaaeng.com2300 Berkshire Lane N, Suite 200 Plymouth, MN 55441 ENGINEERING VAA ENG CORPORATION Firm Registration No. 2015027441 SHEET NUMBER CHECKED: DRAWN: JOB NO: DATE: REVISIONS TAG 3/31/25 DATE DESCRIPTION PRR #1 1 2 3 4 5 6 PO P M A R T TH E S H O P S A T S A N T A A N I T A 40 0 S B A L D W I N A V E AR C A D I A , C A 9 1 0 0 7 SP A C E # B 3 A & B 3 B 03/31/25 251362 JKZ EAS/JML 4/15/25 BLDG COMMENTS 2 S001 GENERAL STRUCTURAL NOTES 1 4/15/25 3 15 A C 245 C B A 5 B A S101 4______________ S101 3______________ S101 3______________ S101 4______________ S101 4______________ S101 4______________ S101 5______________ S101 4______________ ______________ S101 2 HSS4x4x1/8, (4) LOCS SEESEE 7/S101 SLAB ON GRADE SEE ARCH FOR ANCHORAGE OF FIXTURES SEESEE 6/S101 FOR ANCHORAGE OF FIXTURES SEESEE 6/S101 FOR ANCHORAGE OF FIXTURES SEESEE 6/S101 FOR ANCHORAGE OF FIXTURES SEESEE 6/S101 CU-1 EXISTING CU (225LBS) REPLACE IN PLACE W/ NEW CU (310LBS). REUSE EXISTING CURBS CONTRACTOR TO VERIFY EXISTING ROOF FRAMING AS PRECAST PLANKS. NOTIFY ENGINEER OF RECORD PRIOR TO INSTALLING IF FRAMING DIFFERS PRIOR TO INSTALLING NEW MECHANICAL EQUIPMENT. 20 GA. 2 1/2" METAL STUDS @ 12" O.C. MAX. 20 GA. 3 5/8" STUD BEYOND. LAP & FASTEN W/ (4) #10 TEK SCREWS TYP 16 GA TRACK W/ (1) #10 TEK SCREW TO EA FLANGE OF VERT STUD. SECURE TO CONC W/ HILTI HUS-EZ 3/8" DIA W/ 1 5/8" EMBED @ 2'-0" O.C. (MAX.), OR (1) 0.157" HILTI X-U W/ 1" EMBED @ 4" OC 6" 14 GA ANGLE CLIP. SECURE TO TRACK ABOVE WITH HILTI HUS-EZ 3/8" DIA W/ 1 5/8" EMBED, OR (3) 0.157" HILTI X-U W/ 1" EMBED MIN SPA 4" OC 20 GA. 3 5/8" METAL STUDS @ 12" O.C. MAX. 20 GA. 2 1/2" METAL STUD BRACING @ 24" O.C. (MAX) LAP W/ VERT W/ (3) #10 TEK SCREWS, TYP SLAB ON GRADE SEE ARCH B/O SIGNBAND SEE ARCH T/O STOREFRONT SEE ARCH HSS BEYOND, SEE PLAN &7/S101 1 1 NOTE: DETAIL PENDING PER COORDINATION NOTE: AT MOTOR OPERATOR PROVIDE ANCHORS FROM TOP TRACK TO CONC AT 12" OC MIN (1) ADD'N ANCHOR EA SIDE. BRACE LOC EL = 111'-6" AT MOTOR LOCATION PROVIDE 6" 14 GA ANGLE CLIP. SECURE TO TRACK ABOVE W/ HILTI HUS-EZ 3/8" DIA W/ 1 5/8" EMBED, OR (3) 0.157" HILTI X-U W/ 1" EMBED MIN SPA 4" OC, EA SIDE OF MOTOR 16 GA DEFLECTION TRACK W/ (1) #10 TEK SCREW TO EA FLANGE OF VERT STUD. SECURE TO CONC W/ HILTI HUS-EZ 3/8" DIA W/ 1 5/8" EMBED @ 4'-0" O.C. (MAX.), OR (1) 0.157" HILTI X-U W/ 1" EMBED @ 12" OC 6" 14 GA ANGLE CLIP. SECURE TO TRACK ABOVE WITH HILTI HUS-EZ 3/8" DIA W/ 1 5/8" EMBED, OR (3) 0.157" HILTI X-U W/ 1" EMBED MIN SPA 4" OC 20 GA. 3 5/8" METAL STUDS @ 12" O.C. MAX. 20 GA. 2 1/2" METAL STUD BRACING @ 24" O.C. (MAX) LAP W/ VERT W/ (3) #10 TEK SCREWS SLAB ON GRADE SEE ARCH T/O STOREFRONT SEE ARCH 16GA TRACK W/ (1) #10 TEK SCREWS TO STUD EA FLANGE. ATTACH TO SOG W/ HILTI HUS-EZ 3/8" DIAX1 5/8" EMBED @ 24" O.C. 1 1 BRACE LOC EL = 111'-6" 20 GA. 3 5/8" METAL STUDS @ 12" O.C. MAX. 16 GA TRACK W/ (1) #10 TEK SCREW TO EA FLANGE OF VERT STUD. SECURE TO CONC W/ HILTI HUS-EZ 3/8" DIA W/ 1 5/8" EMBED @ 2'-0" O.C. (MAX.), OR (1) 0.157" HILTI X-U W/ 1" EMBED @ 4" OC 6" 14 GA ANGLE CLIP. SECURE TO TRACK ABOVE WITH HILTI HUS-EZ 3/8" DIA W/ 1 5/8" EMBED, OR (1) 0.157" HILTI X-U W/ 1" EMBED @ 4" OC 20 GA. 2 1/2" METAL STUDS @ 12" O.C. MAX. 20 GA. 2 1/2" METAL STUD BRACING @ 24" O.C. (MAX) LAP W/ VERT W/ (3) #10 TEK SCREWS SLAB ON GRADE SEE ARCH B/O SIGNBAND SEE ARCH T/O STOREFRONT SEE ARCH 20 GA 3 5/8" STUD LAP W/ (4) #10 TEK SCREWS TO VERTICAL STUDS 1 1 BRACE LOC EL = 111'-6" 3/16" BASE PL BY DOOR SUPPLIER W/ (2) HILTI HUS-EZ 3/8" DIA W/ 1 5/8" EMBED 3/16 TY P EQ TY P EQ TYP EQ TYP EQ L4x4x3/16 BENT INTO COLLAR W/ (1) HILTI HUS-EZ 3/8" DIA W/ 1 5/8" EMBED EA LEG, OR (1) 0.157" DIA HILTI X-U W/ 1" EMBED EA LEG LEG TO LEG3/16 SECTION A-A SECTION B-B HSS, SEE PLAN AA BB SLAB ON GRADE SEE ARCH B/O CONC SEE ARCH TYP 1" TY P 1" NOTE: DO NOT WELD ANGLE COLLAR TO COLUMN PROVIDE (2) 1/2" THRU BOLTS FROM PL TO HSS PLATE BY ROLLING DOOR MANUFACTURER 3" MAX FIXTURE BASE AND ATTACHMENT BY SUPPLIER ATTACH EQUIPMENT TO SLAB W/ (1) 3/8" DIA HILTI HUS-EZ (1 5/8" EMBED) ANCHOR EA CORNER. PROVIDE WASHERS AS REQ'D. COORDINATE ANCHOR LOCATIONS W/ EQUIPMENT SUPPLIER NOTE: 1. PROVIDE MIN (4) ANCHORS PER FIXTURE. 2. ANCHORS TO BE WITHIN 8" OF END OF FIXTURE 763.559.9100 www.vaaeng.com2300 Berkshire Lane N, Suite 200 Plymouth, MN 55441 ENGINEERING VAA ENG CORPORATION Firm Registration No. 2015027441 SHEET NUMBER CHECKED: DRAWN: JOB NO: DATE: REVISIONS TAG 3/31/25 DATE DESCRIPTION PRR #1 1 2 3 4 5 6 PO P M A R T TH E S H O P S A T S A N T A A N I T A 40 0 S B A L D W I N A V E AR C A D I A , C A 9 1 0 0 7 SP A C E # B 3 A & B 3 B 03/31/25 251362 JKZ EAS/JML 4/15/25 BLDG COMMENTS 2 S101 STRUCTURAL PLAN & DETAILS 1/4" = 1'-0"S101 STRUCTURAL PLAN1 NORTH 1/2" = 1'-0"S101 STOREFRONT SECTION3 1/2" = 1'-0"S101 STOREFRONT SECTION4 1/2" = 1'-0"S101 STOREFRONT SECTION5 1/2" = 1'-0"S101 ENLARGED ROOF FRAMING PLAN2 1" = 1'-0"S101 DETAIL7 NORTH NTSS101 FIXTURE ANCHORAGE DETAIL6 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4/15/25 POPMART The Shops at Santa Anita 400 S Baldwin Ave Space #B3A & B3B Arcadia, CA 91007 VAA ENG CORPORATION Kelsey F. Brown, P.E. Registration Number: C 91203 Expiration Date: 03/31/2026 Structural Calculations for Permit Issue Building Comments #2 400 S Baldwin Ave, Space #B3A & B3B Arcadia, CA 91007 April 15, 2025 Prepared by: VAA ENG CORPORATION 2300 Berkshire Lane North, Suite 200 Plymouth, MN 55441 TEL. (763) 559-9100 4/15/25 POPMART, SANTA ANITA, CA TABLE OF CONTENTS TOPIC PAGE 1) Design Criteria A1 – A5 2) Fixture Anchorage B1 – B22 3) Storefront Wall Framing C1 – C32 4) Rolling Door Framing D1 – D24 5) Water Heater Framing E1 – E22 Changes are clouded and marked a Delta 1 ASCE Hazards Report Address: 400 S Baldwin Ave Arcadia, California 91007 Standard:ASCE/SEI 7-16 Latitude:34.135362 Risk Category:II Longitude:-118.052441 Soil Class:D - Default (see Section 11.4.3) Elevation:490.2671109805418 ft (NAVD 88) Wind Results: Wind Speed 95 Vmph 10-year MRI 66 Vmph 25-year MRI 72 Vmph 50-year MRI 76 Vmph 100-year MRI 81 Vmph Special Special Wind Region -- Mountainous terrain, gorges, and special wind regions shown in Fig. 26.5-1 shall be examined for unusual wind conditions. The Authority Having Jurisdiction shall, if necessary, adjust the values given in Fig. 26.5-1 to account for higher local wind speeds. Such adjustment shall be based on meteorological information and an estimate of the basic wind speed obtained in accordance with the provisions in Section 26.5.3. Data Source: ASCE/SEI 7-16, Fig. 26.5-1B and Figs. CC.2-1–CC.2-4, and Section 26.5.2 Date Accessed: Fri Mar 21 2025 Page 1 of 4https://ascehazardtool.org/Fri Mar 21 2025A1 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Site is not in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. Page 2 of 4https://ascehazardtool.org/Fri Mar 21 2025A2 SS : 2.021 S1 : 0.723 Fa : 1.2 Fv : N/A SMS : 2.425 SM1 : N/A SDS : 1.617 SD1 : N/A TL : 8 PGA : 0.879 PGA M : 1.055 FPGA : 1.2 Ie : 1 Cv : 1.5 Seismic Site Soil Class: Results: Data Accessed: Date Source: D - Default (see Section 11.4.3) USGS Seismic Design Maps Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. Fri Mar 21 2025 Page 3 of 4https://ascehazardtool.org/Fri Mar 21 2025A3 Project: By:EAS/JML Date: SEISMIC BASE SHEAR COEFFICIENT Description:Pop Mart Building Information Building Type 10.0 Response Coefficient R =2.0 Overstrength Factor Vo =2.5 Importance Factor IE =1.00 Building Height H =40.00 feet Period Coefficient Ct =0.020 Upper Limit TMethod B Control Method A Period T =0.318 sec.0.445 0.318 Long- Period Transition Period TL=8.000 sec. Short Period Acceleration SS=2.021 1 Second Period Acceleration S1=0.723 Site Class l Default Seismic Risk Category SDS SD1 Control Seismic Performance Category D D D Short Period Soil Factor Fa =1.20 SDS =1.617 1 Second Period Soil Factor Fv =1.70 SD1 =0.819 Ts =0.507 Design Base Shear Coefficients V = SDS/(R/IE)*W 0.808 (T ≤ 1.5Ts) V = SD1/[(R/IE)*T]*W 1.288 V = SD1TL/[(R/IE)*T2]*W 32.390 V = 0.044SDSIE*W 0.071 V = 0.5S1/(R/IE)*W 0.181 (S1 ≥ 0.6 only) Controlling Coefficient:0.808 See ASCE 7-16 11.4.8 Site-Specific Ground Motion Procedures Site specific analysis not required, see applicable ASCE 7-16 11.4.8 exceptions below: 2. Site Class D with S1 ≥ 0.2, Cs is modified. 31-Mar-25 Code: ASCE 7-16 Pop Mart A4 Fixture Overturning (FX-3) Dimensions: ≔l +6 ft 8.25 in ≔w +1 ft 10 in ≔h +9 ft 10 in ≔density 2 pcf Dead Load ≔DL =⋅⋅⋅density l w h 241.122 lbf Seismic Load Horizontal Load: ≔Rp 2.5 ≔ap 2.5 ≔Ωo 2 (ASCE Table 13.6-1) ≔SDS 1.617 ≔Ip 1 ≔z 0 ft ≔h 35 ft ≔Fp =―――――⋅⋅0.4 ap SDS DL ―Rp Ip ⎛⎜⎝+1 2 ⎛⎜⎝―z h ⎞⎟⎠ ⎞⎟⎠155.957 lbf ≔ELh =Fp 155.957 lbf Vertical Load: ≔ELv =⋅⋅0.2 SDS DL 77.979 lbf Overturning Tension to Anchors: ≔T =――――――――――――― ⎛⎜⎝++⋅⋅-0.9 DL ―w 2 ⋅⋅Ωo ELh ―h 2 ⋅⋅Ωo ELv ―w 2 ⎞⎟⎠ w ⎛⎝⋅2.947 103 ⎞⎠lbf ≔Nu =―T 2 ⎛⎝⋅1.473 103 ⎞⎠lbf if negative, anchor will not experience tension Shear to Anchors: ≔Vu =――ELh 4 38.989 lbf Anchor Capacity: See following pages B1 Fixture Overturning (FX-4) Dimensions: ≔l +3 ft 9 in ≔w +1 ft 10 in ≔h +9 ft 10 in ≔density 2 pcf Dead Load ≔DL =⋅⋅⋅density l w h 135.208 lbf Seismic Load Horizontal Load: ≔Rp 2.5 ≔ap 2.5 ≔Ωo 2 (ASCE Table 13.6-1) ≔SDS 1.617 ≔Ip 1 ≔z 0 ft ≔h 35 ft ≔Fp =―――――⋅⋅0.4 ap SDS DL ―Rp Ip ⎛⎜⎝+1 2 ⎛⎜⎝―z h ⎞⎟⎠ ⎞⎟⎠87.453 lbf ≔ELh =Fp 87.453 lbf Vertical Load: ≔ELv =⋅⋅0.2 SDS DL 43.726 lbf Overturning Tension to Anchors: ≔T =――――――――――――― ⎛⎜⎝++⋅⋅-0.9 DL ―w 2 ⋅⋅Ωo ELh ―h 2 ⋅⋅Ωo ELv ―w 2 ⎞⎟⎠ w ⎛⎝⋅1.652 103 ⎞⎠lbf ≔Nu =―T 2 826.218 lbf if negative, anchor will not experience tension Shear to Anchors: ≔Vu =――ELh 4 21.863 lbf Anchor Capacity: See following pages B2 Fixture Overturning (FX-10) Dimensions: ≔l +8 ft 5.25 in ≔w +1 ft 9.75 in ≔h +9 ft 10 in ≔density 2 pcf Dead Load ≔DL =⋅⋅⋅density l w h 300.762 lbf Seismic Load Horizontal Load: ≔Rp 2.5 ≔ap 2.5 ≔Ωo 2 (ASCE Table 13.6-1) ≔SDS 1.617 ≔Ip 1 ≔z 0 ft ≔h 35 ft ≔Fp =―――――⋅⋅0.4 ap SDS DL ―Rp Ip ⎛⎜⎝+1 2 ⎛⎜⎝―z h ⎞⎟⎠ ⎞⎟⎠194.533 lbf ≔ELh =Fp 194.533 lbf Vertical Load: ≔ELv =⋅⋅0.2 SDS DL 97.266 lbf Overturning Tension to Anchors: ≔T =――――――――――――― ⎛⎜⎝++⋅⋅-0.9 DL ―w 2 ⋅⋅Ωo ELh ―h 2 ⋅⋅Ωo ELv ―w 2 ⎞⎟⎠ w ⎛⎝⋅3.718 103 ⎞⎠lbf ≔Nu =―T 2 ⎛⎝⋅1.859 103 ⎞⎠lbf if negative, anchor will not experience tension Shear to Anchors: ≔Vu =――ELh 4 48.633 lbf Anchor Capacity: See following page B3 www.hilti.com Hilti PROFIS Engineering 3.1.11 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 1 Company: Address: Phone I Fax: Design: Fastening point: | Concrete - Mar 10, 2025 Page: Specifier: E-Mail: Date: 1 3/24/2025 Specifier's comments: 1 Input data Anchor type and diameter: KWIK HUS-EZ (KH-EZ) (Carbon Steel) 1/2 (3) Item number: 418072 KH-EZ 1/2"x3 1/2" Specification text: Hilti Æ 1/2 in KWIK HUS-EZ (KH-EZ) (Carbon Steel) with 3 in nominal embedment depth per ICC-ES ESR-3027 , Hammer drill bit installation per MPII, Effective embedment depth: hef = 2.160 in., hnom = 3.000 in. Material: Carbon Steel Evaluation Service Report: ESR-3027 Issued I Valid: 12/1/2023 | 12/1/2025 Proof: Design Method ACI 318 / AC193 Shear edge breakout verification: Row closest to edge (Case 3 only from ACI 318-11 Appendix D Fig. RD.6.2.1(b)) Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.500 in. Anchor plateR : lx x ly x t = 6.000 in. x 6.000 in. x 0.500 in.; (Recommended plate thickness: not calculated) Profile: Square HSS (AISC), HSS4X4X.25; (L x W x T) = 4.000 in. x 4.000 in. x 0.250 in. Base material: cracked concrete, 3000, fc' = 3,000 psi; h = 5.000 in. Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Seismic loads (cat. C, D, E, or F) no R - The anchor calculation is based on a rigid anchor plate assumption. Geometry [in.] & Loading [lb, in.lb] B4 www.hilti.com Hilti PROFIS Engineering 3.1.11 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 2 Company: Address: Phone I Fax: Design: Fastening point: | Concrete - Mar 10, 2025 Page: Specifier: E-Mail: Date: 2 3/24/2025 1.1 Design results Case Description Forces [lb] / Moments [in.lb]Seismic Max. Util. Anchor [%] 1 Combination 1 N = 1,860; Vx = 0; Vy = 48; Mx = 0; My = 0; Mz = 0; no 97 Tension 1 x y2 Load case/Resulting anchor forces Anchor reactions [lb] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force y 1 1,860 48 0 48 Max. concrete compressive strain: - [‰] Max. concrete compressive stress: - [psi] Resulting tension force in (x/y)=(0.000/0.000): 1,860 [lb] Resulting compression force in (x/y)=(-/-): 0 [lb] Anchor forces are calculated based on the assumption of a rigid anchor plate. 3 Tension load Load Nua [lb]Capacity f Nn [lb]Utilization bN = Nua/f Nn Status Steel Strength*1,860 11,778 16 OK Pullout Strength*N/A N/A N/A N/A Concrete Breakout Failure**1,860 1,921 97 OK * highest loaded anchor **anchor group (anchors in tension) B5 www.hilti.com Hilti PROFIS Engineering 3.1.11 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 3 Company: Address: Phone I Fax: Design: Fastening point: | Concrete - Mar 10, 2025 Page: Specifier: E-Mail: Date: 3 3/24/2025 3.1 Steel Strength Nsa = ESR value refer to ICC-ES ESR-3027 f Nsa ³ Nua ACI 318-08 Eq. (D-1) Variables Ase,N [in.2]futa [psi] 0.16 112,540 Calculations Nsa [lb] 18,120 Results Nsa [lb]f steel f Nsa [lb]Nua [lb] 18,120 0.650 11,778 1,860 3.2 Concrete Breakout Failure Ncb = (ANcANc0)y ed,N y c,N y cp,N Nb ACI 318-08 Eq. (D-4) f Ncb ³ Nua ACI 318-08 Eq. (D-1) ANc see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b) ANc0 = 9 h2 ef ACI 318-08 Eq. (D-6) y ed,N = 0.7 + 0.3 (ca,min1.5hef)£ 1.0 ACI 318-08 Eq. (D-11) y cp,N = MAX(ca,min cac , 1.5hef cac )£ 1.0 ACI 318-08 Eq. (D-13) Nb = kc l √f' c h1.5 ef ACI 318-08 Eq. (D-7) Variables hef [in.]ca,min [in.]y c,N cac [in.]kc l f' c [psi] 2.160 8.000 1.000 3.750 17 1 3,000 Calculations ANc [in.2]ANc0 [in.2]y ed,N y cp,N Nb [lb] 41.99 41.99 1.000 1.000 2,956 Results Ncb [lb]f concrete f Ncb [lb]Nua [lb] 2,956 0.650 1,921 1,860 B6 www.hilti.com Hilti PROFIS Engineering 3.1.11 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 4 Company: Address: Phone I Fax: Design: Fastening point: | Concrete - Mar 10, 2025 Page: Specifier: E-Mail: Date: 4 3/24/2025 4 Shear load Load Vua [lb]Capacity f Vn [lb]Utilization bV = Vua/f Vn Status Steel Strength*48 5,547 1 OK Steel failure (with lever arm)*N/A N/A N/A N/A Pryout Strength**48 2,069 3 OK Concrete edge failure in direction x+**48 7,428 1 OK * highest loaded anchor **anchor group (relevant anchors) When the input edge distance is set to "infinity", edge breakout verification is not performed in that direction 4.1 Steel Strength Vsa = ESR value refer to ICC-ES ESR-3027 f Vsteel ³ Vua ACI 318-08 Eq. (D-2) Variables Ase,V [in.2]futa [psi]aV,seis 0.16 112,540 0.600 Calculations Vsa [lb] 9,245 Results Vsa [lb]f steel f Vsa [lb]Vua [lb] 9,245 0.600 5,547 48 B7 www.hilti.com Hilti PROFIS Engineering 3.1.11 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 5 Company: Address: Phone I Fax: Design: Fastening point: | Concrete - Mar 10, 2025 Page: Specifier: E-Mail: Date: 5 3/24/2025 4.2 Pryout Strength Vcp = kcp [(ANc ANc0)y ed,N y c,N y cp,N Nb ] ACI 318-08 Eq. (D-30) f Vcp ³ Vua ACI 318-08 Eq. (D-2) ANc see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b) ANc0 = 9 h2 ef ACI 318-08 Eq. (D-6) y ed,N = 0.7 + 0.3 (ca,min 1.5hef)£ 1.0 ACI 318-08 Eq. (D-11) y cp,N = MAX(ca,mincac , 1.5hefcac)£ 1.0 ACI 318-08 Eq. (D-13) Nb = kc l √f' c h1.5 ef ACI 318-08 Eq. (D-7) Variables kcp hef [in.]ca,min [in.]y c,N 1 2.160 8.000 1.000 cac [in.]kc l f' c [psi] 3.750 17 1 3,000 Calculations ANc [in.2]ANc0 [in.2]y ed,N y cp,N Nb [lb] 41.99 41.99 1.000 1.000 2,956 Results Vcp [lb]f concrete f Vcp [lb]Vua [lb] 2,956 0.700 2,069 48 B8 www.hilti.com Hilti PROFIS Engineering 3.1.11 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 6 Company: Address: Phone I Fax: Design: Fastening point: | Concrete - Mar 10, 2025 Page: Specifier: E-Mail: Date: 6 3/24/2025 4.3 Concrete edge failure in direction x+ Vcb = (AVc AVc0)y ed,V y c,V y h,V y parallel,V Vb ACI 318-08 Eq. (D-21) f Vcb ³ Vua ACI 318-08 Eq. (D-2) AVc see ACI 318-08, Part D.6.2.1, Fig. RD.6.2.1(b)* AVc0 = 4.5 c2 a1 ACI 318-08 Eq. (D-23) y ed,V = 0.7 + 0.3(ca2 1.5ca1)£ 1.0 ACI 318-08 Eq. (D-28) y h,V = √1.5ca1ha ³ 1.0 ACI 318-08 Eq. (D-29) Vb = (7 (leda)0.2 √da)l √f' c c1.5 a1 ACI 318-08 Eq. (D-24) Variables ca1 [in.]ca2 [in.]y c,V ha [in.]le [in.] 8.000 -1.000 5.000 2.160 l da [in.]f' c [psi]y parallel,V 1.000 0.500 3,000 2.000 Calculations AVc [in.2]AVc0 [in.2]y ed,V y h,V Vb [lb] 120.00 288.00 1.000 1.549 8,220 Results Vcb [lb]f concrete f Vcb [lb]Vua [lb] 10,612 0.700 7,428 48 *Anchor row defined by: Anchor 1; Case 3 controls When the input edge distance is set to "infinity", edge breakout verification is not performed in that direction 5 Combined tension and shear loads bN bV z Utilization bN,V [%]Status 0.968 0.023 1.000 83 OK bNV = (bN + bV) / 1.2 <= 1 B9 www.hilti.com Hilti PROFIS Engineering 3.1.11 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 7 Company: Address: Phone I Fax: Design: Fastening point: | Concrete - Mar 10, 2025 Page: Specifier: E-Mail: Date: 7 3/24/2025 6 Warnings • The anchor design methods in PROFIS Engineering require rigid anchor plates per current regulations (AS 5216:2021, ETAG 001/Annex C, EOTA TR029 etc.). This means load re-distribution on the anchors due to elastic deformations of the anchor plate are not considered - the anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Engineering calculates the minimum required anchor plate thickness with CBFEM to limit the stress of the anchor plate based on the assumptions explained above. The proof if the rigid anchor plate assumption is valid is not carried out by PROFIS Engineering. Input data and results must be checked for agreement with the existing conditions and for plausibility! • The equations presented in this report are based on imperial units. When inputs are displayed in metric units, the user should be aware that the equations remain in their imperial format. • Condition A applies where the potential concrete failure surfaces are crossed by supplementary reinforcement proportioned to tie the potential concrete failure prism into the structural member. Condition B applies where such supplementary reinforcement is not provided, or where pullout or pryout strength governs. • Refer to the manufacturer's product literature for cleaning and installation instructions. • For additional information about ACI 318 strength design provisions, please go to https://viewer.joomag.com/profis-design-guide-us-en-summer-2021/0841849001625154758?short&/ Fastening meets the design criteria! B10 www.hilti.com Hilti PROFIS Engineering 3.1.11 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 8 Company: Address: Phone I Fax: Design: Fastening point: | Concrete - Mar 10, 2025 Page: Specifier: E-Mail: Date: 8 3/24/2025 Coordinates Anchor [in.] Anchor x y c-x c+x c-y c+y 1 0.000 0.000 -8.000 -- 7 Installation data Anchor type and diameter: KWIK HUS-EZ (KH-EZ) (Carbon Steel) 1/2 (3) Profile: Square HSS (AISC), HSS4X4X.25; (L x W x T) = 4.000 in. x 4.000 in. x 0.250 in. Item number: 418072 KH-EZ 1/2"x3 1/2" Hole diameter in the fixture: df = 0.625 in. Maximum installation torque: 540 in.lb Plate thickness (input): 0.500 in. Hole diameter in the base material: 0.500 in. Recommended plate thickness: not calculated Hole depth in the base material: 3.375 in. Drilling method: Hammer drilled Minimum thickness of the base material: 4.750 in. Cleaning: Manual cleaning of the drilled hole according to instructions for use is required. Hilti Æ 1/2 in KWIK HUS-EZ (KH-EZ) (Carbon Steel) with 3 in nominal embedment depth per ICC-ES ESR-3027 , Hammer drill bit installation per MPII 7.1 Recommended accessories Drilling Cleaning Setting • Suitable Rotary Hammer • Properly sized drill bit • Manual blow-out pump • Torque wrench 1 x y 3.000 3.000 3.000 3.000 3. 0 0 0 3. 0 0 0 3. 0 0 0 3. 0 0 0 B11 www.hilti.com Hilti PROFIS Engineering 3.1.11 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 9 Company: Address: Phone I Fax: Design: Fastening point: | Concrete - Mar 10, 2025 Page: Specifier: E-Mail: Date: 9 3/24/2025 8 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. B12 Fixture Overturning (FX-11) Dimensions: ≔l +9 ft 10.25 in ≔w +1 ft 9.75 in ≔h +8 ft 3.25 in ≔density 2 pcf Dead Load ≔DL =⋅⋅⋅density l w h 295.445 lbf Seismic Load Horizontal Load: ≔Rp 2.5 ≔ap 2.5 ≔Ωo 2 (ASCE Table 13.6-1) ≔SDS 1.617 ≔Ip 1 ≔z 0 ft ≔h 35 ft ≔Fp =―――――⋅⋅0.4 ap SDS DL ―Rp Ip ⎛⎜⎝+1 2 ⎛⎜⎝―z h ⎞⎟⎠ ⎞⎟⎠191.094 lbf ≔ELh =Fp 191.094 lbf Vertical Load: ≔ELv =⋅⋅0.2 SDS DL 95.547 lbf Overturning Tension to Anchors: ≔T =――――――――――――― ⎛⎜⎝++⋅⋅-0.9 DL ―w 2 ⋅⋅Ωo ELh ―h 2 ⋅⋅Ωo ELv ―w 2 ⎞⎟⎠ w ⎛⎝⋅3.653 103 ⎞⎠lbf ≔Nu =―T 2 ⎛⎝⋅1.826 103 ⎞⎠lbf if negative, anchor will not experience tension Shear to Anchors: ≔Vu =――ELh 4 47.774 lbf Anchor Capacity: See following page B13 www.hilti.com Hilti PROFIS Engineering 3.1.11 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 1 Company: Address: Phone I Fax: Design: Fastening point: | Concrete - Mar 10, 2025 Page: Specifier: E-Mail: Date: 1 3/24/2025 Specifier's comments: 1 Input data Anchor type and diameter: KWIK HUS-EZ (KH-EZ) (Carbon Steel) 1/2 (3) Item number: 418072 KH-EZ 1/2"x3 1/2" Specification text: Hilti Æ 1/2 in KWIK HUS-EZ (KH-EZ) (Carbon Steel) with 3 in nominal embedment depth per ICC-ES ESR-3027 , Hammer drill bit installation per MPII, Effective embedment depth: hef = 2.160 in., hnom = 3.000 in. Material: Carbon Steel Evaluation Service Report: ESR-3027 Issued I Valid: 12/1/2023 | 12/1/2025 Proof: Design Method ACI 318 / AC193 Shear edge breakout verification: Row closest to edge (Case 3 only from ACI 318-11 Appendix D Fig. RD.6.2.1(b)) Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.500 in. Anchor plateR : lx x ly x t = 6.000 in. x 6.000 in. x 0.500 in.; (Recommended plate thickness: not calculated) Profile: Square HSS (AISC), HSS4X4X.25; (L x W x T) = 4.000 in. x 4.000 in. x 0.250 in. Base material: cracked concrete, 3000, fc' = 3,000 psi; h = 5.000 in. Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Seismic loads (cat. C, D, E, or F) no R - The anchor calculation is based on a rigid anchor plate assumption. Geometry [in.] & Loading [lb, in.lb] B14 www.hilti.com Hilti PROFIS Engineering 3.1.11 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 2 Company: Address: Phone I Fax: Design: Fastening point: | Concrete - Mar 10, 2025 Page: Specifier: E-Mail: Date: 2 3/24/2025 1.1 Design results Case Description Forces [lb] / Moments [in.lb]Seismic Max. Util. Anchor [%] 1 Combination 1 N = 1,826; Vx = 0; Vy = 47; Mx = 0; My = 0; Mz = 0; no 96 Tension 1 x y2 Load case/Resulting anchor forces Anchor reactions [lb] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force y 1 1,826 47 0 47 Max. concrete compressive strain: - [‰] Max. concrete compressive stress: - [psi] Resulting tension force in (x/y)=(0.000/0.000): 1,826 [lb] Resulting compression force in (x/y)=(-/-): 0 [lb] Anchor forces are calculated based on the assumption of a rigid anchor plate. 3 Tension load Load Nua [lb]Capacity f Nn [lb]Utilization bN = Nua/f Nn Status Steel Strength*1,826 11,778 16 OK Pullout Strength*N/A N/A N/A N/A Concrete Breakout Failure**1,826 1,921 96 OK * highest loaded anchor **anchor group (anchors in tension) B15 www.hilti.com Hilti PROFIS Engineering 3.1.11 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 3 Company: Address: Phone I Fax: Design: Fastening point: | Concrete - Mar 10, 2025 Page: Specifier: E-Mail: Date: 3 3/24/2025 3.1 Steel Strength Nsa = ESR value refer to ICC-ES ESR-3027 f Nsa ³ Nua ACI 318-08 Eq. (D-1) Variables Ase,N [in.2]futa [psi] 0.16 112,540 Calculations Nsa [lb] 18,120 Results Nsa [lb]f steel f Nsa [lb]Nua [lb] 18,120 0.650 11,778 1,826 3.2 Concrete Breakout Failure Ncb = (ANcANc0)y ed,N y c,N y cp,N Nb ACI 318-08 Eq. (D-4) f Ncb ³ Nua ACI 318-08 Eq. (D-1) ANc see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b) ANc0 = 9 h2 ef ACI 318-08 Eq. (D-6) y ed,N = 0.7 + 0.3 (ca,min1.5hef)£ 1.0 ACI 318-08 Eq. (D-11) y cp,N = MAX(ca,min cac , 1.5hef cac )£ 1.0 ACI 318-08 Eq. (D-13) Nb = kc l √f' c h1.5 ef ACI 318-08 Eq. (D-7) Variables hef [in.]ca,min [in.]y c,N cac [in.]kc l f' c [psi] 2.160 8.000 1.000 3.750 17 1 3,000 Calculations ANc [in.2]ANc0 [in.2]y ed,N y cp,N Nb [lb] 41.99 41.99 1.000 1.000 2,956 Results Ncb [lb]f concrete f Ncb [lb]Nua [lb] 2,956 0.650 1,921 1,826 B16 www.hilti.com Hilti PROFIS Engineering 3.1.11 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 4 Company: Address: Phone I Fax: Design: Fastening point: | Concrete - Mar 10, 2025 Page: Specifier: E-Mail: Date: 4 3/24/2025 4 Shear load Load Vua [lb]Capacity f Vn [lb]Utilization bV = Vua/f Vn Status Steel Strength*47 5,547 1 OK Steel failure (with lever arm)*N/A N/A N/A N/A Pryout Strength**47 2,069 3 OK Concrete edge failure in direction x+**47 7,428 1 OK * highest loaded anchor **anchor group (relevant anchors) When the input edge distance is set to "infinity", edge breakout verification is not performed in that direction 4.1 Steel Strength Vsa = ESR value refer to ICC-ES ESR-3027 f Vsteel ³ Vua ACI 318-08 Eq. (D-2) Variables Ase,V [in.2]futa [psi]aV,seis 0.16 112,540 0.600 Calculations Vsa [lb] 9,245 Results Vsa [lb]f steel f Vsa [lb]Vua [lb] 9,245 0.600 5,547 47 B17 www.hilti.com Hilti PROFIS Engineering 3.1.11 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 5 Company: Address: Phone I Fax: Design: Fastening point: | Concrete - Mar 10, 2025 Page: Specifier: E-Mail: Date: 5 3/24/2025 4.2 Pryout Strength Vcp = kcp [(ANc ANc0)y ed,N y c,N y cp,N Nb ] ACI 318-08 Eq. (D-30) f Vcp ³ Vua ACI 318-08 Eq. (D-2) ANc see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b) ANc0 = 9 h2 ef ACI 318-08 Eq. (D-6) y ed,N = 0.7 + 0.3 (ca,min 1.5hef)£ 1.0 ACI 318-08 Eq. (D-11) y cp,N = MAX(ca,mincac , 1.5hefcac)£ 1.0 ACI 318-08 Eq. (D-13) Nb = kc l √f' c h1.5 ef ACI 318-08 Eq. (D-7) Variables kcp hef [in.]ca,min [in.]y c,N 1 2.160 8.000 1.000 cac [in.]kc l f' c [psi] 3.750 17 1 3,000 Calculations ANc [in.2]ANc0 [in.2]y ed,N y cp,N Nb [lb] 41.99 41.99 1.000 1.000 2,956 Results Vcp [lb]f concrete f Vcp [lb]Vua [lb] 2,956 0.700 2,069 47 B18 www.hilti.com Hilti PROFIS Engineering 3.1.11 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 6 Company: Address: Phone I Fax: Design: Fastening point: | Concrete - Mar 10, 2025 Page: Specifier: E-Mail: Date: 6 3/24/2025 4.3 Concrete edge failure in direction x+ Vcb = (AVc AVc0)y ed,V y c,V y h,V y parallel,V Vb ACI 318-08 Eq. (D-21) f Vcb ³ Vua ACI 318-08 Eq. (D-2) AVc see ACI 318-08, Part D.6.2.1, Fig. RD.6.2.1(b)* AVc0 = 4.5 c2 a1 ACI 318-08 Eq. (D-23) y ed,V = 0.7 + 0.3(ca2 1.5ca1)£ 1.0 ACI 318-08 Eq. (D-28) y h,V = √1.5ca1ha ³ 1.0 ACI 318-08 Eq. (D-29) Vb = (7 (leda)0.2 √da)l √f' c c1.5 a1 ACI 318-08 Eq. (D-24) Variables ca1 [in.]ca2 [in.]y c,V ha [in.]le [in.] 8.000 -1.000 5.000 2.160 l da [in.]f' c [psi]y parallel,V 1.000 0.500 3,000 2.000 Calculations AVc [in.2]AVc0 [in.2]y ed,V y h,V Vb [lb] 120.00 288.00 1.000 1.549 8,220 Results Vcb [lb]f concrete f Vcb [lb]Vua [lb] 10,612 0.700 7,428 47 *Anchor row defined by: Anchor 1; Case 3 controls When the input edge distance is set to "infinity", edge breakout verification is not performed in that direction 5 Combined tension and shear loads bN bV z Utilization bN,V [%]Status 0.950 0.023 1.000 82 OK bNV = (bN + bV) / 1.2 <= 1 B19 www.hilti.com Hilti PROFIS Engineering 3.1.11 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 7 Company: Address: Phone I Fax: Design: Fastening point: | Concrete - Mar 10, 2025 Page: Specifier: E-Mail: Date: 7 3/24/2025 6 Warnings • The anchor design methods in PROFIS Engineering require rigid anchor plates per current regulations (AS 5216:2021, ETAG 001/Annex C, EOTA TR029 etc.). This means load re-distribution on the anchors due to elastic deformations of the anchor plate are not considered - the anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Engineering calculates the minimum required anchor plate thickness with CBFEM to limit the stress of the anchor plate based on the assumptions explained above. The proof if the rigid anchor plate assumption is valid is not carried out by PROFIS Engineering. Input data and results must be checked for agreement with the existing conditions and for plausibility! • The equations presented in this report are based on imperial units. When inputs are displayed in metric units, the user should be aware that the equations remain in their imperial format. • Condition A applies where the potential concrete failure surfaces are crossed by supplementary reinforcement proportioned to tie the potential concrete failure prism into the structural member. Condition B applies where such supplementary reinforcement is not provided, or where pullout or pryout strength governs. • Refer to the manufacturer's product literature for cleaning and installation instructions. • For additional information about ACI 318 strength design provisions, please go to https://viewer.joomag.com/profis-design-guide-us-en-summer-2021/0841849001625154758?short&/ Fastening meets the design criteria! B20 www.hilti.com Hilti PROFIS Engineering 3.1.11 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 8 Company: Address: Phone I Fax: Design: Fastening point: | Concrete - Mar 10, 2025 Page: Specifier: E-Mail: Date: 8 3/24/2025 Coordinates Anchor [in.] Anchor x y c-x c+x c-y c+y 1 0.000 0.000 -8.000 -- 7 Installation data Anchor type and diameter: KWIK HUS-EZ (KH-EZ) (Carbon Steel) 1/2 (3) Profile: Square HSS (AISC), HSS4X4X.25; (L x W x T) = 4.000 in. x 4.000 in. x 0.250 in. Item number: 418072 KH-EZ 1/2"x3 1/2" Hole diameter in the fixture: df = 0.625 in. Maximum installation torque: 540 in.lb Plate thickness (input): 0.500 in. Hole diameter in the base material: 0.500 in. Recommended plate thickness: not calculated Hole depth in the base material: 3.375 in. Drilling method: Hammer drilled Minimum thickness of the base material: 4.750 in. Cleaning: Manual cleaning of the drilled hole according to instructions for use is required. Hilti Æ 1/2 in KWIK HUS-EZ (KH-EZ) (Carbon Steel) with 3 in nominal embedment depth per ICC-ES ESR-3027 , Hammer drill bit installation per MPII 7.1 Recommended accessories Drilling Cleaning Setting • Suitable Rotary Hammer • Properly sized drill bit • Manual blow-out pump • Torque wrench 1 x y 3.000 3.000 3.000 3.000 3. 0 0 0 3. 0 0 0 3. 0 0 0 3. 0 0 0 B21 www.hilti.com Hilti PROFIS Engineering 3.1.11 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 9 Company: Address: Phone I Fax: Design: Fastening point: | Concrete - Mar 10, 2025 Page: Specifier: E-Mail: Date: 9 3/24/2025 8 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. B22 <Licensed Company> EScherrer SK-1 Mar 31, 2025 at 11:39 AM partition walls_V2.r3d C1 <Licensed Company> EScherrer SK-2 Mar 31, 2025 at 11:48 AM partition walls_V2.r3d C2 3/ S 1 0 1 5/ S 1 0 1 4/ S 1 0 1 brace, calc brace, connection stud connection brace, calc brace, connection stud connection brace, calc brace, connection stud connection brace, calc brace, connection stud connection <Licensed Company> EScherrer SK-4 Mar 31, 2025 at 11:50 AM partition walls_V2.r3d C3 3/ S 1 0 1 5/ S 1 0 1 4/ S 1 0 1 brace, calc brace, connection stud connection brace, calc brace, connection stud connection brace, calc brace, connection stud connection brace, calc brace, connection stud connection <Licensed Company> EScherrer SK-3 Mar 31, 2025 at 11:49 AM partition walls_V2.r3d C4 3/ S 1 0 1 5/ S 1 0 1 4/ S 1 0 1 brace, calc brace, connection stud connection brace, calc brace, connection stud connection brace, calc brace, connection stud connection brace, calc brace, connection stud connection <Licensed Company> EScherrer SK-5 Mar 31, 2025 at 11:55 AM partition walls_V2.r3d C5 3/ S 1 0 1 5/ S 1 0 1 4/ S 1 0 1 brace, calc brace, connection stud connection brace, calc brace, connection stud connection brace, calc brace, connection stud connection brace, calc brace, connection stud connection <Licensed Company> EScherrer SK-6 Mar 31, 2025 at 11:57 AM partition walls_V2.r3d C6 3/ S 1 0 1 5/ S 1 0 1 4/ S 1 0 1 brace, calc brace, connection stud connection brace, calc brace, connection stud connection brace, calc brace, connection stud connection brace, calc brace, connection stud connection <Licensed Company> EScherrer SK-7 Mar 31, 2025 at 11:58 AM partition walls_V2.r3d C7 3/ S 1 0 1 5/ S 1 0 1 4/ S 1 0 1 brace, calc brace, connection stud connection brace, calc brace, connection stud connection brace, calc brace, connection stud connection brace, calc brace, connection stud connection <Licensed Company> EScherrer SK-8 Mar 31, 2025 at 11:59 AM partition walls_V2.r3d C8 3/ S 1 0 1 5/ S 1 0 1 4/ S 1 0 1 brace, calc brace, connection stud connection brace, calc brace, connection stud connection brace, calc brace, connection stud connection brace, calc brace, connection stud connection Company Designer Job Number Model Name : : : : <Licensed Company> EScherrer Checked By : 3/31/2025 12:03:19 PM RISA-3D Version 21 [ partition walls_V2.r3d ] Page 1 Node Coordinates Label X [ft] Y [ft] Z [ft] Detach From Diaphragm 1 N7 8 0 0 2 N15 8 11 0 3 N22 8 16.666 0 4 N29 8 11.5 0 5 N36 8 16.667 -5.167 6 N6 18 0 0 7 N8 18 11 0 8 N9 18 16.666 0 9 N10 18 11.5 0 10 N11 18 16.667 -5.167 11 N12 28 0 0 12 N13 28 11 0 13 N14 28 16.666 0 14 N16 28 11.5 0 15 N17 38 8.83 0 16 N18 38 11 0 17 N19 38 16.666 0 18 N20 38 11.5 0 19 N21 38 16.667 -5.167 20 N23 48 8.83 0 21 N24 48 11 0 22 N25 48 16.666 0 23 N26 48 11.5 0 24 N27 48 16.667 -5.167 25 N28 58 8.83 0 26 N30 58 11 0 27 N31 58 16.666 0 28 N32 58 11.5 0 29 N33 -22 9.083 0 30 N34 -22 11 0 31 N35 -22 16.666 0 32 N37 -22 11.5 0 33 N38 -22 16.667 -5.167 34 N39 -12 9.083 0 35 N40 -12 11 0 36 N41 -12 16.666 0 37 N42 -12 11.5 0 38 N43 -12 16.667 -5.167 39 N44 -2 9.083 0 40 N45 -2 11 0 41 N46 -2 16.666 0 42 N47 -2 11.5 0 43 N48 -52 9.083 0 44 N49 -52 11 0 45 N50 -52 16.666 0 46 N51 -52 11.5 0 47 N52 -52 16.667 -5.167 48 N53 -42 9.083 0 49 N54 -42 11 0 50 N55 -42 16.666 0 51 N56 -42 11.5 0 52 N57 -42 16.667 -5.167 53 N58 -32 9.083 0 54 N59 -32 11 0 55 N60 -32 16.666 0 C9 Company Designer Job Number Model Name : : : : <Licensed Company> EScherrer Checked By : 3/31/2025 12:03:19 PM RISA-3D Version 21 [ partition walls_V2.r3d ] Page 2 Node Coordinates (Continued) Label X [ft] Y [ft] Z [ft] Detach From Diaphragm 56 N61 -32 11.5 0 57 N62 -52 9.083 -2.5 58 N64 -42 9.083 -2.5 59 N66 -32 9.083 -2.5 60 N67 -32 16.666 -2.5 61 N68 -52 13.416 -2.5 62 N69 -42 13.416 -2.5 63 N63 -52 9.083 -20 64 N65 -52 11 -20 65 N70 -52 16.666 -20 66 N71 -52 11.5 -20 67 N72 -52 16.667 -25.167 68 N73 -42 9.083 -20 69 N74 -42 11 -20 70 N75 -42 16.666 -20 71 N76 -42 11.5 -20 72 N77 -42 16.667 -25.167 73 N78 -32 9.083 -20 74 N79 -32 11 -20 75 N80 -32 16.666 -20 76 N81 -32 11.5 -20 77 N82 -52 9.083 -22.5 78 N83 -42 9.083 -22.5 79 N84 -32 9.083 -22.5 80 N85 -32 16.666 -22.5 81 N86 -52 13.416 -22.5 82 N87 -42 13.416 -22.5 Node Boundary Conditions Node Label X [k/in] Y [k/in] Z [k/in] Y Rot [k-ft/rad] Z Rot [k-ft/rad] 1 N32 Reaction Reaction Reaction 2 N16 Reaction Reaction 3 N7 Reaction Reaction Reaction Reaction 4 N22 Reaction Reaction 5 N36 Reaction Reaction Reaction Reaction 6 N6 Reaction Reaction Reaction Reaction 7 N9 Reaction Reaction 8 N11 Reaction Reaction Reaction Reaction 9 N12 Reaction Reaction Reaction Reaction 10 N14 Reaction Reaction 11 N19 Reaction Reaction Reaction Reaction 12 N21 Reaction Reaction Reaction Reaction 13 N25 Reaction Reaction Reaction Reaction 14 N27 Reaction Reaction Reaction Reaction 15 N31 Reaction Reaction Reaction Reaction 16 N35 Reaction Reaction Reaction Reaction 17 N38 Reaction Reaction Reaction Reaction 18 N41 Reaction Reaction Reaction Reaction 19 N43 Reaction Reaction Reaction Reaction 20 N46 Reaction Reaction Reaction Reaction 21 N47 Reaction Reaction 22 N50 Reaction Reaction Reaction Reaction 23 N52 Reaction Reaction Reaction Reaction 24 N55 Reaction Reaction Reaction Reaction 25 N57 Reaction Reaction Reaction Reaction C10 Company Designer Job Number Model Name : : : : <Licensed Company> EScherrer Checked By : 3/31/2025 12:03:19 PM RISA-3D Version 21 [ partition walls_V2.r3d ] Page 3 Node Boundary Conditions (Continued) Node Label X [k/in] Y [k/in] Z [k/in] Y Rot [k-ft/rad] Z Rot [k-ft/rad] 26 N60 Reaction Reaction Reaction Reaction 27 N61 Reaction Reaction 28 N67 Reaction Reaction Reaction Reaction 29 N68 Reaction Reaction Reaction Reaction 30 N69 Reaction Reaction Reaction Reaction 31 N70 Reaction Reaction Reaction Reaction 32 N72 Reaction Reaction Reaction Reaction 33 N75 Reaction Reaction Reaction Reaction 34 N77 Reaction Reaction Reaction Reaction 35 N80 Reaction Reaction Reaction Reaction 36 N81 Reaction Reaction 37 N85 Reaction Reaction Reaction Reaction 38 N86 Reaction Reaction Reaction Reaction 39 N87 Reaction Reaction Reaction Reaction Cold Formed Steel Section Sets Label Shape Type Design List Material Design Rule Area [in²] Iyy [in⁴] Izz [in⁴] J [in⁴] 1 3 5/8" S 20 ga 362S162-33 Column CS A653 SS Gr33 Typical 0.262 0.099 0.551 0.000105 2 2 1/2" S 20 ga 250S162-33 Column CS A653 SS Gr33 Typical 0.223 0.087 0.235 8.9e-5 3 3 5/8" T 20ga 362T200-33 Beam CU A653 SS Gr33 Typical 0.264 0.11 0.619 0.000105 Member Point Loads (BLC 1 : DL) Member Label Direction Magnitude [lb, lb-ft] Location [(ft, %)] 1 M23 y -150 %50 2 M24 y -150 %50 3 M28 y -150 %50 Member Point Loads (BLC 3 : EL) Member Label Direction Magnitude [lb, lb-ft] Location [(ft, %)] 1 M23 x 116.4 %50 2 M24 x 116.4 %50 3 M28 x 116.4 %50 Member Point Loads (BLC 4 : ELY) Member Label Direction Magnitude [lb, lb-ft] Location [(ft, %)] 1 M23 y -48.51 %50 2 M24 y -48.51 %50 3 M28 y -48.51 %50 Member Distributed Loads (BLC 1 : DL) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft] End Magnitude [lb/ft, F, psf, lb-ft/ft] Start Location [(ft, %)]End Location [(ft, %)] 1 M7 Y -13.33 -13.33 0 %100 2 M3 Y -13.33 -13.33 0 %100 3 M5 Y -13.33 -13.33 0 %100 4 M6 Y -13.33 -13.33 0 %100 5 M9 Y -40 -40 0 %100 6 M12 Y -40 -40 0 %100 7 M13 Y -13.33 -13.33 0 %100 8 M15 Y -13.33 -13.33 0 %100 C11 Company Designer Job Number Model Name : : : : <Licensed Company> EScherrer Checked By : 3/31/2025 12:03:19 PM RISA-3D Version 21 [ partition walls_V2.r3d ] Page 4 Member Distributed Loads (BLC 1 : DL) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft] End Magnitude [lb/ft, F, psf, lb-ft/ft] Start Location [(ft, %)]End Location [(ft, %)] 9 M17 Y -13.33 -13.33 0 %100 10 M18 Y -13.33 -13.33 0 %100 11 M20 Y -40 -40 0 %100 12 M22 Y -40 -40 0 %100 13 M23 Y -13.33 -13.33 0 %100 14 M25 Y -13.33 -13.33 0 %100 15 M24 Y -40 -40 0 %100 16 M26 Y -40 -40 0 %100 17 M28 Y -40 -40 0 %100 18 M27 Y -40 -40 0 %100 19 M29 Y -13.33 -13.33 0 %100 20 M31 Y -40 -40 0 %100 21 M33 Y -40 -40 0 %100 22 M34 Y -13.33 -13.33 0 %100 23 M35 Y -40 -40 0 %100 24 M36 Y -13.33 -13.33 0 %100 25 M37 Y -40 -40 0 %100 26 M38 Y -40 -40 0 %100 27 M39 Y -40 -40 0 %100 Member Distributed Loads (BLC 2 : LL) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft] End Magnitude [lb/ft, F, psf, lb-ft/ft] Start Location [(ft, %)]End Location [(ft, %)] 1 M7 Z -6.67 -6.67 0 %100 2 M3 Z -20 -20 0 %100 3 M5 Z -20 -20 0 %100 4 M6 Z -6.67 -6.67 0 %100 5 M9 Z -20 -20 0 %100 6 M12 Z -20 -20 0 %100 7 M13 Z -6.67 -6.67 0 %100 8 M15 Z -20 -20 0 %100 9 M17 Z -20 -20 0 %100 10 M18 Z -6.67 -6.67 0 %100 11 M20 Z -20 -20 0 %100 12 M22 Z -20 -20 0 %100 13 M29 Z -6.67 -6.67 0 %100 14 M31 Z -20 -20 0 %100 15 M33 Z -20 -20 0 %100 Member Distributed Loads (BLC 3 : EL) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft] End Magnitude [lb/ft, F, psf, lb-ft/ft] Start Location [(ft, %)]End Location [(ft, %)] 1 M7 Z -10.346 -10.346 0 %100 2 M3 Z -31.1 -31.1 0 %100 3 M5 Z -31.1 -31.1 0 %100 4 M6 Z -10.346 -10.346 0 %100 5 M9 Z -31.1 -31.1 0 %100 6 M12 Z -31.1 -31.1 0 %100 7 M13 Z -10.346 -10.346 0 %100 8 M15 Z -31.1 -31.1 0 %100 9 M17 Z -31.1 -31.1 0 %100 10 M18 Z -10.346 -10.346 0 %100 11 M20 Z -31.1 -31.1 0 %100 12 M22 Z -31.1 -31.1 0 %100 13 M29 Z -10.346 -10.346 0 %100 C12 Company Designer Job Number Model Name : : : : <Licensed Company> EScherrer Checked By : 3/31/2025 12:03:19 PM RISA-3D Version 21 [ partition walls_V2.r3d ] Page 5 Member Distributed Loads (BLC 3 : EL) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft] End Magnitude [lb/ft, F, psf, lb-ft/ft] Start Location [(ft, %)]End Location [(ft, %)] 14 M31 Z -31.1 -31.1 0 %100 15 M33 Z -31.1 -31.1 0 %100 Member Distributed Loads (BLC 4 : ELY) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft] End Magnitude [lb/ft, F, psf, lb-ft/ft] Start Location [(ft, %)]End Location [(ft, %)] 1 M7 Y -4.311 -4.311 0 %100 2 M3 Y -4.311 -4.311 0 %100 3 M5 Y -4.311 -4.311 0 %100 4 M6 Y -4.311 -4.311 0 %100 5 M9 Y -12.93 -12.93 0 %100 6 M12 Y -4.311 -4.311 0 %100 7 M13 Y -4.311 -4.311 0 %100 8 M15 Y -12.93 -12.93 0 %100 9 M17 Y -12.93 -12.93 0 %100 10 M18 Y -4.311 -4.311 0 %100 11 M20 Y -12.93 -12.93 0 %100 12 M22 Y -12.93 -12.93 0 %100 13 M23 Y -4.311 -4.311 0 %100 14 M25 Y -4.311 -4.311 0 %100 15 M24 Y -12.93 -12.93 0 %100 16 M26 Y -12.93 -12.93 0 %100 17 M28 Y -12.93 -12.93 0 %100 18 M27 Y -12.93 -12.93 0 %100 19 M29 Y -4.311 -4.311 0 %100 20 M31 Y -12.93 -12.93 0 %100 21 M33 Y -12.93 -12.93 0 %100 22 M34 Y -4.311 -4.311 0 %100 23 M35 Y -12.93 -12.93 0 %100 24 M36 Y -4.311 -4.311 0 %100 25 M37 Y -12.93 -12.93 0 %100 26 M38 Y -12.93 -12.93 0 %100 27 M39 Y -12.93 -12.93 0 %100 Load Combinations Description Solve P-Delta BLC Factor BLC Factor BLC Factor 1 DL+LL Yes Y DL 1 LL 1 2 1.2DL+1.6LL Yes Y DL 1.2 LL 1.6 3 1.2DL+1.0EL Yes Y DL 1.2 EL 1 ELY 1 Envelope Node Reactions Node Label X [lb] LC Y [lb] LC Z [lb] LC MX [lb-ft] LC MY [lb-ft] LC MZ [lb-ft] LC 1 N32 max 0 3 279.573 3 190.111 2 0 3 0 3 0 3 2 min 0 1 214.106 1 118.826 1 0 1 0 1 0 1 3 N16 max 0 3 0 3 377.908 2 0 3 0 3 0 3 4 min 0 1 0 1 236.184 1 0 1 0 1 0 1 5 N7 max 0 3 481.248 3 50.174 2 0 3 0 3 0 3 6 min 0 1 318.287 1 31.393 1 0 1 0 1 0 1 7 N22 max 0 3 0 3 2.719 2 0 3 0 3 0 3 8 min 0 1 0 1 1.769 1 0 1 0 1 0 1 9 N36 max 0 3 -74.757 1 124.967 2 0 3 0 3 0 3 10 min 0 1 -121.089 2 78 1 0 1 0 1 0 1 11 N6 max 0 3 724.725 3 150.159 2 0 3 0 3 0 3 C13 Company Designer Job Number Model Name : : : : <Licensed Company> EScherrer Checked By : 3/31/2025 12:03:19 PM RISA-3D Version 21 [ partition walls_V2.r3d ] Page 6 Envelope Node Reactions (Continued) Node Label X [lb] LC Y [lb] LC Z [lb] LC MX [lb-ft] LC MY [lb-ft] LC MZ [lb-ft] LC 12 min 0 1 474.442 1 93.914 1 0 1 0 1 0 1 13 N9 max 0 3 0 3 7.571 2 0 3 0 3 0 3 14 min 0 1 0 1 4.838 1 0 1 0 1 0 1 15 N11 max 0 3 -231.881 1 375.583 2 0 3 0 3 0 3 16 min 0 1 -372.459 2 234.568 1 0 1 0 1 0 1 17 N12 max 0 3 356.266 3 149.497 2 0 3 0 3 0 3 18 min 0 1 237.016 1 93.44 1 0 1 0 1 0 1 19 N14 max 0 3 0 3 5.907 2 0 3 0 3 0 3 20 min 0 1 0 1 3.696 1 0 1 0 1 0 1 21 N19 max 0 3 231.059 3 20.219 2 0 3 0 3 0 3 22 min 0 1 152.806 1 12.635 1 0 1 0 1 0 1 23 N21 max 0 3 -36.861 1 63.407 2 0 3 0 3 0 3 24 min 0 1 -60.085 2 39.631 1 0 1 0 1 0 1 25 N25 max 0 3 672.609 3 60.722 2 0 3 0 3 0 3 26 min 0 1 440.964 1 37.935 1 0 1 0 1 0 1 27 N27 max 0 3 -116.033 1 190.03 2 0 3 0 3 0 3 28 min 0 1 -186.75 2 118.785 1 0 1 0 1 0 1 29 N31 max 0 3 137.471 3 60.641 2 0 3 0 3 0 3 30 min 0 1 105.28 1 37.894 1 0 1 0 1 0 1 31 N35 max 0 3 222.374 3 21.542 2 0 3 0 3 0 3 32 min 0 1 147.211 1 13.462 1 0 1 0 1 0 1 33 N38 max 0 3 -33.861 1 59.384 2 0 3 0 3 0 3 34 min 0 1 -55.48 2 37.116 1 0 1 0 1 0 1 35 N41 max 0 3 402.637 3 64.605 2 0 3 0 3 0 3 36 min 0 1 220.91 1 40.371 1 0 1 0 1 0 1 37 N43 max 0 3 -108.529 1 178.051 2 0 3 0 3 0 3 38 min 0 1 -174.755 2 111.289 1 0 1 0 1 0 1 39 N46 max 0 3 226.251 3 64.569 2 0 3 0 3 0 3 40 min 0 1 106.836 1 40.355 1 0 1 0 1 0 1 41 N47 max 0 3 0 3 178.087 2 0 3 0 3 0 3 42 min 0 1 0 1 111.305 1 0 1 0 1 0 1 43 N50 max 0 3 533.651 3 21.571 2 0 3 0 3 0 3 44 min 0 1 240.963 1 -32.568 3 0 1 0 1 0 1 45 N52 max 0 3 -33.83 1 226.621 3 0 3 0 3 0 3 46 min 0 1 -222.764 3 37.084 1 0 1 0 1 0 1 47 N55 max 0 3 1005.933 3 64.771 2 0 3 0 3 0 3 48 min 0 1 550.111 1 10.159 3 0 1 0 1 0 1 49 N57 max 0 3 -108.371 1 340.58 3 0 3 0 3 0 3 50 min 0 1 -337.391 3 111.124 1 0 1 0 1 0 1 51 N60 max 0 3 661.9 3 64.617 2 0 3 0 3 0 3 52 min 0 1 436.195 1 9.657 3 0 1 0 1 0 1 53 N61 max 0 3 0 3 341.575 3 0 3 0 3 0 3 54 min 0 1 0 1 111.259 1 0 1 0 1 0 1 55 N67 max 0 3 661.9 3 1 3 0 3 0 3 0 3 56 min 0 1 436.195 1 0.021 1 0 1 0 1 0 1 57 N68 max 0 3 233.609 3 0.801 3 0 3 0 3 0 3 58 min 0 1 154.399 1 0.015 1 0 1 0 1 0 1 59 N69 max 0 3 460.412 3 1.492 3 0 3 0 3 0 3 60 min 0 1 303.297 1 0.072 1 0 1 0 1 0 1 61 N70 max 0 3 250.284 3 21.547 2 0 3 0 3 0 3 62 min 0 1 165.986 1 13.466 1 0 1 0 1 0 1 63 N72 max 0 3 -33.853 1 59.369 2 0 3 0 3 0 3 64 min 0 1 -55.465 2 37.108 1 0 1 0 1 0 1 65 N75 max 0 3 723.82 3 64.704 2 0 3 0 3 0 3 66 min 0 1 475.174 1 40.427 1 0 1 0 1 0 1 C14 Company Designer Job Number Model Name : : : : <Licensed Company> EScherrer Checked By : 3/31/2025 12:03:19 PM RISA-3D Version 21 [ partition walls_V2.r3d ]Page 7 Envelope Node Reactions (Continued) Node Label X [lb] LC Y [lb] LC Z [lb] LC MX [lb-ft] LC MY [lb-ft] LC MZ [lb-ft] LC 67 N77 max 0 3 -108.434 1 177.872 2 0 3 0 3 0 3 68 min 0 1 -174.585 2 111.189 1 0 1 0 1 0 1 69 N80 max 0 3 547.645 3 64.596 2 0 3 0 3 0 3 70 min 0 1 361.195 1 40.369 1 0 1 0 1 0 1 71 N81 max 0 3 0 3 178.03 2 0 3 0 3 0 3 72 min 0 1 0 1 111.275 1 0 1 0 1 0 1 73 N85 max 0 3 547.645 3 0.036 3 0 3 0 3 0 3 74 min 0 1 361.195 1 0.016 1 0 1 0 1 0 1 75 N86 max 0 3 119.347 3 0.012 3 0 3 0 3 0 3 76 min 0 1 79.399 1 0.005 1 0 1 0 1 0 1 77 N87 max 0 3 346.145 3 0.103 3 0 3 0 3 0 3 78 min 0 1 228.297 1 0.044 1 0 1 0 1 0 1 79 Totals:max 0 3 8101.299 3 3777.071 3 80 min 0 1 5323.853 1 2205.204 1 Envelope Member Section Forces Member Sec Axial[lb] LC y Shear[lb] LC z Shear[lb] LC Torque[lb-ft] LC y-y Moment[lb-ft] LC z-z Moment[lb-ft] LC 1 M7 1 max 481.248 3 50.228 2 0 3 0 3 0 3 0 3 2 min 318.287 1 31.42 1 0 1 0 1 0 1 0 1 3 2 max 392.182 3 5.763 2 0 3 0 3 0 3 -73.006 1 4 min 259.033 1 3.629 1 0 1 0 1 0 1 -116.626 2 5 3 max 303.115 3 -24.161 1 0 3 0 3 0 3 -30.234 1 6 min 199.779 1 -38.702 2 0 1 0 1 0 1 -48.007 2 7 4 max 89.067 3 41.74 2 0 3 0 3 0 3 81.281 2 8 min 59.254 1 26.017 1 0 1 0 1 0 1 50.509 1 9 5 max 0 3 -1.773 1 0 3 0 3 0 3 0 3 10 min 0 1 -2.725 2 0 1 0 1 0 1 0 1 11 M10 1 max 179.516 2 2.764 3 0 3 0 3 0 3 0 3 12 min 112.622 1 2.303 1 0 1 0 1 0 1 0 1 13 2 max 178.134 2 1.382 3 0 3 0 3 0 3 -3.156 1 14 min 111.47 1 1.152 1 0 1 0 1 0 1 -3.787 3 15 3 max 176.752 2 0 3 0 3 0 3 0 3 -4.208 1 16 min 110.318 1 0 1 0 1 0 1 0 1 -5.049 3 17 4 max 175.37 2 -1.152 1 0 3 0 3 0 3 -3.156 1 18 min 109.167 1 -1.382 2 0 1 0 1 0 1 -3.787 3 19 5 max 173.988 2 -2.303 1 0 3 0 3 0 3 0 3 20 min 108.015 1 -2.764 2 0 1 0 1 0 1 0 1 21 M3 1 max 724.725 3 150.417 2 0 3 0 3 0 3 0 3 22 min 474.442 1 94.029 1 0 1 0 1 0 1 0 1 23 2 max 635.658 3 17.089 2 0 3 0 3 0 3 -218.144 1 24 min 415.188 1 10.699 1 0 1 0 1 0 1 -348.908 2 25 3 max 546.591 3 -72.631 1 0 3 0 3 0 3 -89.128 1 26 min 355.934 1 -116.239 2 0 1 0 1 0 1 -142.359 2 27 4 max 89.067 3 125.742 2 0 3 0 3 0 3 246.158 2 28 min 59.254 1 78.484 1 0 1 0 1 0 1 153.412 1 29 5 max 0 3 -4.846 1 0 3 0 3 0 3 0 3 30 min 0 1 -7.586 2 0 1 0 1 0 1 0 1 31 M4 1 max 533.651 2 2.352 3 0 3 0 3 0 3 0 3 32 min 333.75 1 1.96 1 0 1 0 1 0 1 0 1 33 2 max 532.474 2 1.176 3 0 3 0 3 0 3 -2.686 1 34 min 332.77 1 0.98 1 0 1 0 1 0 1 -3.223 2 35 3 max 531.298 2 0 3 0 3 0 3 0 3 -3.581 1 36 min 331.79 1 0 1 0 1 0 1 0 1 -4.298 2 37 4 max 530.122 2 -0.98 1 0 3 0 3 0 3 -2.686 1 38 min 330.809 1 -1.176 2 0 1 0 1 0 1 -3.223 2 C15 Company Designer Job Number Model Name : : : : <Licensed Company> EScherrer Checked By : 3/31/2025 12:03:19 PM RISA-3D Version 21 [ partition walls_V2.r3d ] Page 8 Envelope Member Section Forces (Continued) Member Sec Axial[lb] LC y Shear[lb] LC z Shear[lb] LC Torque[lb-ft] LC y-y Moment[lb-ft] LC z-z Moment[lb-ft] LC 39 5 max 528.946 2 -1.96 1 0 3 0 3 0 3 0 3 40 min 329.829 1 -2.352 2 0 1 0 1 0 1 0 1 41 M5 1 max 356.266 3 149.55 2 0 3 0 3 0 3 0 3 42 min 237.016 1 93.468 1 0 1 0 1 0 1 0 1 43 2 max 267.2 3 16.222 2 0 3 0 3 0 3 -215.805 1 44 min 177.762 1 10.138 1 0 1 0 1 0 1 -345.295 2 45 3 max 178.133 3 -73.192 1 0 3 0 3 0 3 -84.45 1 46 min 118.508 1 -117.106 2 0 1 0 1 0 1 -135.133 2 47 4 max 89.067 3 127.421 2 0 3 0 3 0 3 253.155 2 48 min 59.254 1 79.634 1 0 1 0 1 0 1 158.205 1 49 5 max 0 3 -3.696 1 0 3 0 3 0 3 0 3 50 min 0 1 -5.907 2 0 1 0 1 0 1 0 1 51 M6 1 max 0 3 0.019 3 0 3 0 3 0 3 0 3 52 min 0 1 0.008 1 0 1 0 1 0 1 0 1 53 2 max -27.6 1 -13.058 1 0 3 0 3 0 3 20.448 2 54 min -41.565 3 -20.891 2 0 1 0 1 0 1 12.783 1 55 3 max -97.606 1 21.603 2 0 3 0 3 0 3 2.73 2 56 min -147.929 3 13.502 1 0 1 0 1 0 1 1.709 1 57 4 max -125.206 1 0.696 2 0 3 0 3 0 3 -11.943 1 58 min -189.494 3 0.436 1 0 1 0 1 0 1 -19.111 2 59 5 max -152.806 1 -12.631 1 0 3 0 3 0 3 0 3 60 min -231.059 3 -20.21 2 0 1 0 1 0 1 0 1 61 M8 1 max 92.027 2 2.352 3 0 3 0 3 0 3 0 3 62 min 58.009 1 1.96 1 0 1 0 1 0 1 0 1 63 2 max 90.85 2 1.176 3 0 3 0 3 0 3 -2.686 1 64 min 57.028 1 0.98 1 0 1 0 1 0 1 -3.223 3 65 3 max 89.674 2 0 3 0 3 0 3 0 3 -3.581 1 66 min 56.048 1 0 1 0 1 0 1 0 1 -4.298 3 67 4 max 88.498 2 -0.98 1 0 3 0 3 0 3 -2.686 1 68 min 55.068 1 -1.176 2 0 1 0 1 0 1 -3.223 3 69 5 max 87.322 2 -1.96 1 0 3 0 3 0 3 0 3 70 min 54.088 1 -2.352 2 0 1 0 1 0 1 0 1 71 M9 1 max 0 3 0.166 3 0 3 0 3 0 3 0 3 72 min 0 1 0.071 1 0 1 0 1 0 1 0 1 73 2 max -79.847 1 -39.109 1 0 3 0 3 0 3 61.141 2 74 min -121.146 3 -62.553 2 0 1 0 1 0 1 38.239 1 75 3 max -281.271 1 64.73 2 0 3 0 3 0 3 8.006 2 76 min -430.318 3 40.463 1 0 1 0 1 0 1 5.031 1 77 4 max -361.117 1 2.042 2 0 3 0 3 0 3 -35.856 1 78 min -551.463 3 1.283 1 0 1 0 1 0 1 -57.392 2 79 5 max -440.964 1 -37.897 1 0 3 0 3 0 3 0 3 80 min -672.609 3 -60.646 2 0 1 0 1 0 1 0 1 81 M11 1 max 271.129 2 2.352 3 0 3 0 3 0 3 0 3 82 min 169.962 1 1.96 1 0 1 0 1 0 1 0 1 83 2 max 269.953 2 1.176 3 0 3 0 3 0 3 -2.686 1 84 min 168.982 1 0.98 1 0 1 0 1 0 1 -3.223 2 85 3 max 268.776 2 0 3 0 3 0 3 0 3 -3.581 1 86 min 168.001 1 0 1 0 1 0 1 0 1 -4.298 2 87 4 max 267.6 2 -0.98 1 0 3 0 3 0 3 -2.686 1 88 min 167.021 1 -1.176 2 0 1 0 1 0 1 -3.223 2 89 5 max 266.424 2 -1.96 1 0 3 0 3 0 3 0 3 90 min 166.041 1 -2.352 2 0 1 0 1 0 1 0 1 91 M12 1 max 0 3 0.133 3 0 3 0 3 0 3 0 3 92 min 0 1 0.066 1 0 1 0 1 0 1 0 1 93 2 max -79.847 1 -39.114 1 0 3 0 3 0 3 61.158 2 C16 Company Designer Job Number Model Name : : : : <Licensed Company> EScherrer Checked By : 3/31/2025 12:03:19 PM RISA-3D Version 21 [ partition walls_V2.r3d ] Page 9 Envelope Member Section Forces (Continued) Member Sec Axial[lb] LC y Shear[lb] LC z Shear[lb] LC Torque[lb-ft] LC y-y Moment[lb-ft] LC z-z Moment[lb-ft] LC 94 min -104.261 3 -62.562 2 0 1 0 1 0 1 38.249 1 95 3 max 71.051 3 64.735 2 0 3 0 3 0 3 8.028 2 96 min 54.413 1 40.466 1 0 1 0 1 0 1 5.044 1 97 4 max -25.434 1 2.047 2 0 3 0 3 0 3 -35.85 1 98 min -33.21 3 1.286 1 0 1 0 1 0 1 -57.381 2 99 5 max -105.28 1 -37.894 1 0 3 0 3 0 3 0 3 100 min -137.471 3 -60.641 2 0 1 0 1 0 1 0 1 101 M13 1 max 0 3 0.008 3 0 3 0 3 0 3 0 3 102 min 0 1 0.003 1 0 1 0 1 0 1 0 1 103 2 max -26.709 1 -12.641 1 0 3 0 3 0 3 19.165 2 104 min -40.223 3 -20.225 2 0 1 0 1 0 1 11.979 1 105 3 max -93.793 1 18.929 2 0 3 0 3 0 3 -3.084 1 106 min -141.928 3 11.831 1 0 1 0 1 0 1 -4.936 2 107 4 max -120.502 1 -0.814 1 0 3 0 3 0 3 -13.527 1 108 min -182.151 3 -1.303 2 0 1 0 1 0 1 -21.644 2 109 5 max -147.211 1 -13.459 1 0 3 0 3 0 3 0 3 110 min -222.374 3 -21.534 2 0 1 0 1 0 1 0 1 111 M14 1 max 86.749 2 2.764 2 0 3 0 3 0 3 0 3 112 min 54.795 1 2.303 1 0 1 0 1 0 1 0 1 113 2 max 85.367 2 1.382 2 0 3 0 3 0 3 -3.156 1 114 min 53.643 1 1.152 1 0 1 0 1 0 1 -3.787 2 115 3 max 83.985 2 0 3 0 3 0 3 0 3 -4.208 1 116 min 52.492 1 0 1 0 1 0 1 0 1 -5.049 2 117 4 max 82.603 2 -1.152 1 0 3 0 3 0 3 -3.156 1 118 min 51.34 1 -1.382 3 0 1 0 1 0 1 -3.787 2 119 5 max 81.221 2 -2.303 1 0 3 0 3 0 3 0 3 120 min 50.188 1 -2.764 3 0 1 0 1 0 1 0 1 121 M15 1 max 0 3 0.033 3 0 3 0 3 0 3 0 3 122 min 0 1 0.01 1 0 1 0 1 0 1 0 1 123 2 max -26.709 1 -37.905 1 0 3 0 3 0 3 57.466 2 124 min -56.563 3 -60.645 2 0 1 0 1 0 1 35.92 1 125 3 max -167.492 1 56.758 2 0 3 0 3 0 3 -9.247 1 126 min -289.512 3 35.474 1 0 1 0 1 0 1 -14.8 2 127 4 max -194.201 1 -2.441 1 0 3 0 3 0 3 -40.561 1 128 min -346.074 3 -3.906 2 0 1 0 1 0 1 -64.899 2 129 5 max -220.91 1 -40.356 1 0 3 0 3 0 3 0 3 130 min -402.637 3 -64.57 2 0 1 0 1 0 1 0 1 131 M16 1 max 254.177 2 2.352 2 0 3 0 3 0 3 0 3 132 min 159.355 1 1.96 1 0 1 0 1 0 1 0 1 133 2 max 253 2 1.176 2 0 3 0 3 0 3 -2.686 1 134 min 158.375 1 0.98 1 0 1 0 1 0 1 -3.223 2 135 3 max 251.824 2 0 3 0 3 0 3 0 3 -3.581 1 136 min 157.395 1 0 1 0 1 0 1 0 1 -4.298 2 137 4 max 250.648 2 -0.98 1 0 3 0 3 0 3 -2.686 1 138 min 156.415 1 -1.176 3 0 1 0 1 0 1 -3.223 2 139 5 max 249.472 2 -1.96 1 0 3 0 3 0 3 0 3 140 min 155.435 1 -2.352 3 0 1 0 1 0 1 0 1 141 M17 1 max 0 3 0.029 3 0 3 0 3 0 3 0 3 142 min 0 1 0.009 1 0 1 0 1 0 1 0 1 143 2 max -26.709 1 -37.906 1 0 3 0 3 0 3 57.47 2 144 min -56.563 3 -60.647 2 0 1 0 1 0 1 35.922 1 145 3 max -53.418 1 56.759 2 0 3 0 3 0 3 -9.244 1 146 min -113.125 3 35.475 1 0 1 0 1 0 1 -14.795 2 147 4 max -80.127 1 -2.44 1 0 3 0 3 0 3 -40.559 1 148 min -169.688 3 -3.905 2 0 1 0 1 0 1 -64.897 2 C17 Company Designer Job Number Model Name : : : : <Licensed Company> EScherrer Checked By : 3/31/2025 12:03:19 PM RISA-3D Version 21 [ partition walls_V2.r3d ] Page 10 Envelope Member Section Forces (Continued) Member Sec Axial[lb] LC y Shear[lb] LC z Shear[lb] LC Torque[lb-ft] LC y-y Moment[lb-ft] LC z-z Moment[lb-ft] LC 149 5 max -106.836 1 -40.355 1 0 3 0 3 0 3 0 3 150 min -226.251 3 -64.569 2 0 1 0 1 0 1 0 1 151 M18 1 max -92.777 1 0.054 2 0 3 0 3 0 3 0 3 152 min -140.969 3 -114.349 3 0 1 0 1 0 1 0 1 153 2 max -119.737 1 -12.615 1 0 3 0 3 0 3 235.368 3 154 min -181.494 3 -133.962 3 0 1 0 1 0 1 11.929 1 155 3 max -187.042 1 71.872 3 0 3 0 3 0 3 198.14 3 156 min -452.601 3 11.819 1 0 1 0 1 0 1 -5.015 2 157 4 max -214.002 1 52.258 3 0 3 0 3 0 3 80.48 3 158 min -493.126 3 -1.324 2 0 1 0 1 0 1 -21.684 2 159 5 max -240.963 1 32.645 3 0 3 0 3 0 3 0 3 160 min -533.651 3 -21.555 2 0 1 0 1 0 1 0 1 161 M19 1 max 323.291 3 2.764 3 0 3 0 3 0 3 0 3 162 min 54.75 1 2.303 1 0 1 0 1 0 1 0 1 163 2 max 321.909 3 1.382 3 0 3 0 3 0 3 -3.156 1 164 min 53.598 1 1.152 1 0 1 0 1 0 1 -3.787 3 165 3 max 320.527 3 0 3 0 3 0 3 0 3 -4.208 1 166 min 52.447 1 0 1 0 1 0 1 0 1 -5.049 3 167 4 max 319.145 3 -1.152 1 0 3 0 3 0 3 -3.156 1 168 min 51.295 1 -1.382 2 0 1 0 1 0 1 -3.787 3 169 5 max 317.763 3 -2.303 1 0 3 0 3 0 3 0 3 170 min 50.144 1 -2.764 2 0 1 0 1 0 1 0 1 171 M20 1 max -126.114 1 0.251 2 0 3 0 3 0 3 0 3 172 min -191.743 3 -112.88 3 0 1 0 1 0 1 0 1 173 2 max -203.635 1 -37.777 1 0 3 0 3 0 3 269.878 3 174 min -309.279 3 -171.838 3 0 1 0 1 0 1 35.678 1 175 3 max -395.071 1 107.997 3 0 3 0 3 0 3 185.943 3 176 min -770.861 3 35.417 1 0 1 0 1 0 1 -15.191 2 177 4 max -472.591 1 49.039 3 0 3 0 3 0 3 37.089 3 178 min -888.397 3 -4.01 2 0 1 0 1 0 1 -65.095 2 179 5 max -550.111 1 -9.919 3 0 3 0 3 0 3 0 3 180 min -1005.933 3 -64.674 2 0 1 0 1 0 1 0 1 181 M21 1 max 484.103 3 2.352 3 0 3 0 3 0 3 0 3 182 min 159.127 1 1.96 1 0 1 0 1 0 1 0 1 183 2 max 482.927 3 1.176 3 0 3 0 3 0 3 -2.686 1 184 min 158.147 1 0.98 1 0 1 0 1 0 1 -3.223 3 185 3 max 481.751 3 0 3 0 3 0 3 0 3 -3.581 1 186 min 157.167 1 0 1 0 1 0 1 0 1 -4.298 3 187 4 max 480.574 3 -0.98 1 0 3 0 3 0 3 -2.686 1 188 min 156.187 1 -1.176 2 0 1 0 1 0 1 -3.223 3 189 5 max 479.398 3 -1.96 1 0 3 0 3 0 3 0 3 190 min 155.207 1 -2.352 2 0 1 0 1 0 1 0 1 191 M22 1 max -126.114 1 0.131 2 0 3 0 3 0 3 0 3 192 min -191.755 3 -113.435 3 0 1 0 1 0 1 0 1 193 2 max -203.635 1 -37.846 1 0 3 0 3 0 3 270.929 3 194 min -309.291 3 -172.392 3 0 1 0 1 0 1 35.809 1 195 3 max -281.155 1 108.259 3 0 3 0 3 0 3 186.935 3 196 min -426.827 3 35.45 1 0 1 0 1 0 1 -14.974 2 197 4 max -358.675 1 49.301 3 0 3 0 3 0 3 37.585 3 198 min -544.363 3 -3.953 2 0 1 0 1 0 1 -64.987 2 199 5 max -436.195 1 -9.657 3 0 3 0 3 0 3 0 3 200 min -661.9 3 -64.617 2 0 1 0 1 0 1 0 1 201 M23 1 max 0.026 2 140.976 3 0 3 0 3 0 3 0 3 202 min -115.599 3 92.777 1 0 1 0 1 0 1 0 1 203 2 max 0.026 2 127.616 3 0 3 0 3 0 3 -55.208 1 C18 Company Designer Job Number Model Name : : : : <Licensed Company> EScherrer Checked By : 3/31/2025 12:03:19 PM RISA-3D Version 21 [ partition walls_V2.r3d ] Page 11 Envelope Member Section Forces (Continued) Member Sec Axial[lb] LC y Shear[lb] LC z Shear[lb] LC Torque[lb-ft] LC y-y Moment[lb-ft] LC z-z Moment[lb-ft] LC 204 min -115.599 3 83.888 1 0 1 0 1 0 1 -83.935 3 205 3 max 0.801 3 -75 1 0 3 0 3 0 3 -104.861 1 206 min 0.015 1 -114.255 3 0 1 0 1 0 1 -159.519 3 207 4 max 0.801 3 -83.888 1 0 3 0 3 0 3 -55.208 1 208 min 0.015 1 -127.616 3 0 1 0 1 0 1 -83.935 3 209 5 max 0.801 3 -92.777 1 0 3 0 3 0 3 0 3 210 min 0.015 1 -140.976 3 0 1 0 1 0 1 0 1 211 M24 1 max 0.128 2 191.755 3 0 3 0 3 0 3 0 3 212 min -114.908 3 126.114 1 0 1 0 1 0 1 0 1 213 2 max 0.128 2 153.005 3 0 3 0 3 0 3 -70.835 1 214 min -114.908 3 100.557 1 0 1 0 1 0 1 -107.737 3 215 3 max 1.492 3 -75 1 0 3 0 3 0 3 -125.697 1 216 min 0.072 1 -114.255 3 0 1 0 1 0 1 -191.256 3 217 4 max 1.492 3 -100.557 1 0 3 0 3 0 3 -70.835 1 218 min 0.072 1 -153.005 3 0 1 0 1 0 1 -107.737 3 219 5 max 1.492 3 -126.114 1 0 3 0 3 0 3 0 3 220 min 0.072 1 -191.755 3 0 1 0 1 0 1 0 1 221 M25 1 max -154.399 1 0 3 0 3 0 3 0 3 0 3 222 min -233.609 3 0 1 0 1 0 1 0 1 0 1 223 2 max -138.993 1 0 3 0 3 0 3 0 3 0 3 224 min -210.452 3 0 1 0 1 0 1 0 1 0 1 225 3 max -123.588 1 0 3 0 3 0 3 0 3 0 3 226 min -187.296 3 0 1 0 1 0 1 0 1 0 1 227 4 max -108.182 1 0 3 0 3 0 3 0 3 0 3 228 min -164.139 3 0 1 0 1 0 1 0 1 0 1 229 5 max -92.777 1 0 3 0 3 0 3 0 3 0 3 230 min -140.983 3 0 1 0 1 0 1 0 1 0 1 231 M26 1 max -303.297 1 0 3 0 3 0 3 0 3 0 3 232 min -460.412 3 0 1 0 1 0 1 0 1 0 1 233 2 max -259.002 1 0 3 0 3 0 3 0 3 0 3 234 min -393.25 3 0 1 0 1 0 1 0 1 0 1 235 3 max -214.706 1 0 3 0 3 0 3 0 3 0 3 236 min -326.089 3 0 1 0 1 0 1 0 1 0 1 237 4 max -170.41 1 0 3 0 3 0 3 0 3 0 3 238 min -258.928 3 0 1 0 1 0 1 0 1 0 1 239 5 max -126.114 1 0 3 0 3 0 3 0 3 0 3 240 min -191.767 3 0 1 0 1 0 1 0 1 0 1 241 M27 1 max -436.195 1 0 3 0 3 0 3 0 3 0 3 242 min -661.9 3 0 1 0 1 0 1 0 1 0 1 243 2 max -358.675 1 0 3 0 3 0 3 0 3 0 3 244 min -544.363 3 0 1 0 1 0 1 0 1 0 1 245 3 max -281.155 1 0 3 0 3 0 3 0 3 0 3 246 min -426.827 3 0 1 0 1 0 1 0 1 0 1 247 4 max -203.635 1 0 3 0 3 0 3 0 3 0 3 248 min -309.291 3 0 1 0 1 0 1 0 1 0 1 249 5 max -126.114 1 0 3 0 3 0 3 0 3 0 3 250 min -191.755 3 0 1 0 1 0 1 0 1 0 1 251 M28 1 max 0.04 2 191.755 3 0 3 0 3 0 3 0 3 252 min -115.4 3 126.114 1 0 1 0 1 0 1 0 1 253 2 max 0.04 2 153.005 3 0 3 0 3 0 3 -70.835 1 254 min -115.4 3 100.557 1 0 1 0 1 0 1 -107.737 3 255 3 max 1 3 -75 1 0 3 0 3 0 3 -125.697 1 256 min 0.021 1 -114.255 3 0 1 0 1 0 1 -191.256 3 257 4 max 1 3 -100.557 1 0 3 0 3 0 3 -70.835 1 258 min 0.021 1 -153.005 3 0 1 0 1 0 1 -107.737 3 C19 Company Designer Job Number Model Name : : : : <Licensed Company> EScherrer Checked By : 3/31/2025 12:03:19 PM RISA-3D Version 21 [ partition walls_V2.r3d ] Page 12 Envelope Member Section Forces (Continued) Member Sec Axial[lb] LC y Shear[lb] LC z Shear[lb] LC Torque[lb-ft] LC y-y Moment[lb-ft] LC z-z Moment[lb-ft] LC 259 5 max 1 3 -126.114 1 0 3 0 3 0 3 0 3 260 min 0.021 1 -191.755 3 0 1 0 1 0 1 0 1 261 M29 1 max -17.777 1 0.021 3 0 3 0 3 0 3 0 3 262 min -26.721 3 0.009 1 0 1 0 1 0 1 0 1 263 2 max -44.737 1 -12.636 1 0 3 0 3 0 3 19.145 2 264 min -67.246 3 -20.215 2 0 1 0 1 0 1 11.968 1 265 3 max -112.065 1 18.924 2 0 3 0 3 0 3 -3.094 1 266 min -169.233 3 11.828 1 0 1 0 1 0 1 -4.954 2 267 4 max -139.025 1 -0.817 1 0 3 0 3 0 3 -13.532 1 268 min -209.759 3 -1.308 2 0 1 0 1 0 1 -21.653 2 269 5 max -165.986 1 -13.461 1 0 3 0 3 0 3 0 3 270 min -250.284 3 -21.539 2 0 1 0 1 0 1 0 1 271 M30 1 max 86.728 2 2.764 2 0 3 0 3 0 3 0 3 272 min 54.783 1 2.303 1 0 1 0 1 0 1 0 1 273 2 max 85.346 2 1.382 2 0 3 0 3 0 3 -3.156 1 274 min 53.631 1 1.152 1 0 1 0 1 0 1 -3.787 2 275 3 max 83.964 2 0 3 0 3 0 3 0 3 -4.208 1 276 min 52.48 1 0 1 0 1 0 1 0 1 -5.049 2 277 4 max 82.582 2 -1.152 1 0 3 0 3 0 3 -3.156 1 278 min 51.328 1 -1.382 3 0 1 0 1 0 1 -3.787 2 279 5 max 81.2 2 -2.303 1 0 3 0 3 0 3 0 3 280 min 50.177 1 -2.764 3 0 1 0 1 0 1 0 1 281 M31 1 max -51.114 1 0.186 3 0 3 0 3 0 3 0 3 282 min -77.5 3 0.08 1 0 1 0 1 0 1 0 1 283 2 max -128.635 1 -37.835 1 0 3 0 3 0 3 57.224 2 284 min -195.036 3 -60.517 2 0 1 0 1 0 1 35.788 1 285 3 max -320.134 1 56.7 2 0 3 0 3 0 3 -9.367 1 286 min -488.747 3 35.443 1 0 1 0 1 0 1 -15.019 2 287 4 max -397.654 1 -2.472 1 0 3 0 3 0 3 -40.621 1 288 min -606.283 3 -3.964 2 0 1 0 1 0 1 -65.009 2 289 5 max -475.174 1 -40.387 1 0 3 0 3 0 3 0 3 290 min -723.82 3 -64.628 2 0 1 0 1 0 1 0 1 291 M32 1 max 253.929 2 2.352 2 0 3 0 3 0 3 0 3 292 min 159.218 1 1.96 1 0 1 0 1 0 1 0 1 293 2 max 252.753 2 1.176 2 0 3 0 3 0 3 -2.686 1 294 min 158.238 1 0.98 1 0 1 0 1 0 1 -3.223 2 295 3 max 251.577 2 0 3 0 3 0 3 0 3 -3.581 1 296 min 157.258 1 0 1 0 1 0 1 0 1 -4.298 2 297 4 max 250.401 2 -0.98 1 0 3 0 3 0 3 -2.686 1 298 min 156.278 1 -1.176 3 0 1 0 1 0 1 -3.223 2 299 5 max 249.224 2 -1.96 1 0 3 0 3 0 3 0 3 300 min 155.297 1 -2.352 3 0 1 0 1 0 1 0 1 301 M33 1 max -51.114 1 0.098 3 0 3 0 3 0 3 0 3 302 min -77.5 3 0.042 1 0 1 0 1 0 1 0 1 303 2 max -128.635 1 -37.873 1 0 3 0 3 0 3 57.351 2 304 min -195.036 3 -60.584 2 0 1 0 1 0 1 35.86 1 305 3 max -206.155 1 56.732 2 0 3 0 3 0 3 -9.297 1 306 min -312.572 3 35.461 1 0 1 0 1 0 1 -14.897 2 307 4 max -283.675 1 -2.454 1 0 3 0 3 0 3 -40.586 1 308 min -430.108 3 -3.932 2 0 1 0 1 0 1 -64.948 2 309 5 max -361.195 1 -40.369 1 0 3 0 3 0 3 0 3 310 min -547.645 3 -64.596 2 0 1 0 1 0 1 0 1 311 M34 1 max 0.012 3 26.721 3 0 3 0 3 0 3 0 3 312 min 0.005 1 17.777 1 0 1 0 1 0 1 0 1 313 2 max 0.012 3 13.361 3 0 3 0 3 0 3 -8.333 1 C20 Company Designer Job Number Model Name : : : : <Licensed Company> EScherrer Checked By : 3/31/2025 12:03:19 PM RISA-3D Version 21 [ partition walls_V2.r3d ] Page 13 Envelope Member Section Forces (Continued) Member Sec Axial[lb] LC y Shear[lb] LC z Shear[lb] LC Torque[lb-ft] LC y-y Moment[lb-ft] LC z-z Moment[lb-ft] LC 314 min 0.005 1 8.888 1 0 1 0 1 0 1 -12.525 3 315 3 max 0.012 3 0 3 0 3 0 3 0 3 -11.111 1 316 min 0.005 1 0 1 0 1 0 1 0 1 -16.701 3 317 4 max 0.012 3 -8.888 1 0 3 0 3 0 3 -8.333 1 318 min 0.005 1 -13.361 3 0 1 0 1 0 1 -12.525 3 319 5 max 0.012 3 -17.777 1 0 3 0 3 0 3 0 3 320 min 0.005 1 -26.721 3 0 1 0 1 0 1 0 1 321 M35 1 max 0.103 3 77.5 3 0 3 0 3 0 3 0 3 322 min 0.044 1 51.114 1 0 1 0 1 0 1 0 1 323 2 max 0.103 3 38.75 3 0 3 0 3 0 3 -23.96 1 324 min 0.044 1 25.557 1 0 1 0 1 0 1 -36.328 3 325 3 max 0.103 3 0 3 0 3 0 3 0 3 -31.947 1 326 min 0.044 1 0 1 0 1 0 1 0 1 -48.437 3 327 4 max 0.103 3 -25.557 1 0 3 0 3 0 3 -23.96 1 328 min 0.044 1 -38.75 3 0 1 0 1 0 1 -36.328 3 329 5 max 0.103 3 -51.114 1 0 3 0 3 0 3 0 3 330 min 0.044 1 -77.5 3 0 1 0 1 0 1 0 1 331 M36 1 max -79.399 1 0 3 0 3 0 3 0 3 0 3 332 min -119.347 3 0 1 0 1 0 1 0 1 0 1 333 2 max -63.993 1 0 3 0 3 0 3 0 3 0 3 334 min -96.19 3 0 1 0 1 0 1 0 1 0 1 335 3 max -48.588 1 0 3 0 3 0 3 0 3 0 3 336 min -73.034 3 0 1 0 1 0 1 0 1 0 1 337 4 max -33.182 1 0 3 0 3 0 3 0 3 0 3 338 min -49.877 3 0 1 0 1 0 1 0 1 0 1 339 5 max -17.777 1 0 3 0 3 0 3 0 3 0 3 340 min -26.721 3 0 1 0 1 0 1 0 1 0 1 341 M37 1 max -228.297 1 0 3 0 3 0 3 0 3 0 3 342 min -346.145 3 0 1 0 1 0 1 0 1 0 1 343 2 max -184.002 1 0 3 0 3 0 3 0 3 0 3 344 min -278.984 3 0 1 0 1 0 1 0 1 0 1 345 3 max -139.706 1 0 3 0 3 0 3 0 3 0 3 346 min -211.822 3 0 1 0 1 0 1 0 1 0 1 347 4 max -95.41 1 0 3 0 3 0 3 0 3 0 3 348 min -144.661 3 0 1 0 1 0 1 0 1 0 1 349 5 max -51.114 1 0 3 0 3 0 3 0 3 0 3 350 min -77.5 3 0 1 0 1 0 1 0 1 0 1 351 M38 1 max -361.195 1 0 3 0 3 0 3 0 3 0 3 352 min -547.645 3 0 1 0 1 0 1 0 1 0 1 353 2 max -283.675 1 0 3 0 3 0 3 0 3 0 3 354 min -430.108 3 0 1 0 1 0 1 0 1 0 1 355 3 max -206.155 1 0 3 0 3 0 3 0 3 0 3 356 min -312.572 3 0 1 0 1 0 1 0 1 0 1 357 4 max -128.635 1 0 3 0 3 0 3 0 3 0 3 358 min -195.036 3 0 1 0 1 0 1 0 1 0 1 359 5 max -51.114 1 0 3 0 3 0 3 0 3 0 3 360 min -77.5 3 0 1 0 1 0 1 0 1 0 1 361 M39 1 max 0.036 3 77.5 3 0 3 0 3 0 3 0 3 362 min 0.016 1 51.114 1 0 1 0 1 0 1 0 1 363 2 max 0.036 3 38.75 3 0 3 0 3 0 3 -23.96 1 364 min 0.016 1 25.557 1 0 1 0 1 0 1 -36.328 3 365 3 max 0.036 3 0 3 0 3 0 3 0 3 -31.947 1 366 min 0.016 1 0 1 0 1 0 1 0 1 -48.437 3 367 4 max 0.036 3 -25.557 1 0 3 0 3 0 3 -23.96 1 368 min 0.016 1 -38.75 3 0 1 0 1 0 1 -36.328 3 C21 Company Designer Job Number Model Name : : : : <Licensed Company> EScherrer Checked By : 3/31/2025 12:03:19 PM RISA-3D Version 21 [ partition walls_V2.r3d ]Page 14 Envelope Member Section Forces (Continued) Member Sec Axial[lb] LC y Shear[lb] LC z Shear[lb] LC Torque[lb-ft] LC y-y Moment[lb-ft] LC z-z Moment[lb-ft] LC 369 5 max 0.036 3 -51.114 1 0 3 0 3 0 3 0 3 370 min 0.016 1 -77.5 3 0 1 0 1 0 1 0 1 Envelope AISI S100-20: LRFD Member Cold Formed Steel Code Checks Member Shape Code CheckLoc[ft]LCShear CheckLoc[ft]DirLCphi*Pn[lb]phi*Tn[lb]phi*Mnyy[lb-ft]phi*Mnzz[lb-ft]phi*Vny[lb]phi*Vnz[lb]Cb Eqn 1 M7 362S162-33 0.858 2.43 3 0.047 11.458 y 2 592.03 7781.4 225.88 662.939 1556.2741825.957 1 H1.2-1 2 M10 362S162-33 0.102 3.349 2 0.002 7.307 y 2 1914.687 7781.4 177.1 536.219 1556.2741825.9571.136H1.2-1 3 M3 362S162-33 1.58 3.993 3 0.141 11.458 y 2 592.03 7781.4 225.88 671.495 1556.2741825.957 1 H1.2-1 4 M4 250S162-33 0.458 3.349 2 0.002 7.307 y 3 1193.411 6623.1 126.86 348.063 1482.4511825.9571.136H1.2-1 5 M5 362S162-33 0.95 3.819 3 0.14 11.458 y 2 592.03 7781.4 225.88 675.782 1556.2741825.957 1 H1.2-1 6 M6 250S162-33 0.097 2.694 2 0.023 2.694 y 2 1162.677 6623.1 172.26 465.3 1482.4511825.957 1 H1.1-1 7 M8 250S162-33 0.088 3.349 2 0.002 7.307 y 2 1193.411 6623.1 126.86 348.063 1482.4511825.9571.136H1.2-1 8 M9 250S162-33 0.288 2.694 2 0.07 2.694 y 2 1162.677 6623.1 172.26 465.3 1482.4511825.957 1 H1.1-1 9 M11 250S162-33 0.238 3.349 2 0.002 7.307 y 3 1193.411 6623.1 126.86 348.063 1482.4511825.9571.136H1.2-1 10 M12 250S162-33 0.364 2.694 3 0.07 2.694 y 2 1162.677 6623.1 202.03 438.095 1482.4511825.957 1 H1.2-1 11 M13 250S162-33 0.081 2.449 2 0.022 2.449 y 2 1225.608 6623.1 172.26 465.3 1482.4511825.957 1 H1.1-1 12 M14 362S162-33 0.053 3.349 2 0.002 7.307 y 3 1914.687 7781.4 177.1 536.219 1556.2741825.9571.136H1.2-1 13 M15 250S162-33 0.228 2.449 2 0.067 2.449 y 2 1225.608 6623.1 172.26 465.3 1482.4511825.957 1 H1.1-1 14 M16 250S162-33 0.223 3.349 2 0.002 7.307 y 3 1193.411 6623.1 126.86 348.063 1482.4511825.9571.136H1.2-1 15 M17 250S162-33 0.214 2.449 2 0.067 2.449 y 2 1225.608 6623.1 215.811 445.104 1482.4511825.957 1 H2-1 16 M18 362S162-33 0.458 2.449 3 0.089 2.37 y 3 1878.33 7781.4 135.596 752.4 1556.2741825.957 1 H1.1-1 17 M19 362S162-33 0.177 3.349 3 0.002 7.307 y 2 1914.687 7781.4 177.1 536.219 1556.2741825.9571.136H1.2-1 18 M20 362S162-33 0.566 2.449 3 0.12 2.37 y 3 1878.33 7781.4 135.596 752.4 1556.2741825.957 1 H1.1-1 19 M21 250S162-33 0.416 3.349 3 0.002 7.307 y 2 1193.411 6623.1 126.86 348.063 1482.4511825.9571.136H1.2-1 20 M22 362S162-33 0.523 2.449 3 0.12 2.37 y 3 1878.33 7781.4 135.596 752.4 1556.2741825.957 1 H1.1-1 21 M23 362S162-33 0.235 1.25 3 0.091 2.5 y 3 4888.739 7781.4 225.88 679.808 1556.2741825.9571.294H1.2-1 22 M24 362S162-33 0.282 1.25 3 0.123 2.5 y 3 4888.739 7781.4 225.88 679.793 1556.2741825.9571.265H1.2-1 23 M25 362S162-33 0.03 0 3 0 4.333 y 3 3745.625 7781.4 135.596 752.4 1556.2741825.957 1 H1.1-1 24 M26 362S162-33 0.059 0 3 0 4.333 y 3 3745.625 7781.4 135.596 752.4 1556.2741825.957 1 H1.1-1 25 M27 362S162-33 0.085 0 3 0 7.583 y 3 1806.857 7781.4 135.596 752.4 1556.2741825.957 1 H1.1-1 26 M28 362S162-33 0.282 1.25 3 0.123 2.5 y 3 4888.739 7781.4 225.88 679.807 1556.2741825.9571.265H1.2-1 27 M29 362S162-33 0.057 2.449 3 0.021 2.449 y 2 1878.33 7781.4 135.596 752.4 1556.2741825.957 1 H1.1-1 28 M30 362S162-33 0.053 3.349 2 0.002 7.307 y 3 1914.687 7781.4 177.1 536.219 1556.2741825.9571.136H1.2-1 29 M31 362S162-33 0.168 2.449 3 0.064 2.449 y 2 1878.33 7781.4 135.596 752.4 1556.2741825.957 1 H1.1-1 30 M32 250S162-33 0.223 3.349 2 0.002 7.307 y 3 1193.411 6623.1 126.86 348.063 1482.4511825.9571.136H1.2-1 31 M33 362S162-33 0.146 2.449 3 0.064 2.449 y 2 1878.33 7781.4 135.596 752.4 1556.2741825.957 1 H1.1-1 32 M34 362S162-33 0.025 1.25 3 0.017 2.5 y 3 4888.739 7781.4 225.88 679.831 1556.2741825.9571.136H1.2-1 33 M35 362S162-33 0.071 1.25 3 0.05 2.5 y 3 4888.739 7781.4 225.88 679.823 1556.2741825.9571.136H1.2-1 34 M36 362S162-33 0.015 0 3 0 4.333 y 3 3745.625 7781.4 135.596 752.4 1556.2741825.957 1 H1.1-1 35 M37 362S162-33 0.044 0 3 0 4.333 y 3 3745.625 7781.4 135.596 752.4 1556.2741825.957 1 H1.1-1 36 M38 362S162-33 0.07 0 3 0 7.583 y 3 1806.857 7781.4 135.596 752.4 1556.2741825.957 1 H1.1-1 37 M39 362S162-33 0.071 1.25 3 0.05 2.5 y 3 4888.739 7781.4 225.88 679.83 1556.2741825.9571.136H1.2-1 C22 PopMart @ The Shops at Santa Anita 400 S Baldwin Ave, Space B3A & B3B Arcadia, CA 91007 Eng: JML/EAS Date:04/14/2025 Full Height Interior Steel Stud Walls: ≔JBE 16.666 ft ≔spa 1.333 ft -Stud spacing ≔Bracespa 4 ft ≔LL 5 ――lbf ft2 -Interior LL OOP Pressure ≔DL 10 ――lbf ft2 -Vert DL ≔ap 1 ≔SDS 1.617 ≔Rp 2.5 ≔h JBE ≔Ip 1 ≔z JBE per ASCE 7, Table 13.5-1 ≔ELH =max ⎛⎜⎜ ⎜ ⎜⎝ ,⎛ ⎜ ⎜⎜⎝ ⋅⎛ ⎜ ⎜⎜⎝ ――SDS ⎛⎜⎝―Rp Ip ⎞⎟⎠ ⎞ ⎟ ⎟⎟⎠ DL⎞ ⎟ ⎟⎟⎠ ――――――――― ⋅⋅⋅⋅0.4 ap SDS DL ⎛⎜⎝+1 ⋅2 ―z h ⎞⎟⎠ ⎛⎜⎝―Rp Ip ⎞⎟⎠ ⎞⎟⎟ ⎟ ⎟⎠ 7.762 psf *conservative taking higher of V vs Fp per 12.4.3 ≔ELV =⋅⋅0.2 SDS DL 3.234 psf Need to check both lateral load conditions Stud Loads: ≔DLstud =⋅DL spa 13.33 ――lbf ft ≔LLstud =⋅LL spa 6.665 ――lbf ft ≔ELHstud =⋅ELH spa 10.346 ――lbf ft ≔ELVstud =⋅ELV spa 4.311 ――lbf ft Brace Loads: ≔LLbrace =⋅LL Bracespa 20 ――lbf ft ≔ELHbrcae =⋅ELH Bracespa 31.046 ――lbf ft C23 PopMart @ The Shops at Santa Anita 400 S Baldwin Ave, Space B3A & B3B Arcadia, CA 91007 Eng: JML/EAS Date:04/14/2025 All full height walls are 3 5/8" 20GA studs See RISA on following pages for stud design and reactions Reaction at top/bottom of stud: ≔V =⋅⋅⋅max((,LL ELH))―1 2 JBE spa 86.215 lbf Deep track Capacity for V point load: 129 lbs > V Tek Screws: Capacity: 188 lb ea screw > V -Brace diagram 4'-0" OC C24 PopMart @ The Shops at Santa Anita 400 S Baldwin Ave, Space B3A & B3B Arcadia, CA 91007 Eng: JML/EAS Date:04/14/2025 -Brace diagram 4'-0" OCTrack to Concrete: Hilti HUS-EZ shear capacity: ≔topload 7.4 lbf ≔botload 150.1 lbf ≔bracevert 373 lbf ≔bracehoriz 376 lbf Top and bot connection okay w/ min embed, see attached anchor calcs Note -where storefront is hung, reduced connection to conc in half (24" OC) C25 PopMart @ The Shops at Santa Anita 400 S Baldwin Ave, Space B3A & B3B Arcadia, CA 91007 Eng: JML/EAS Date:04/15/2025 Brace connection okay w/ 3/8" Dia HUS-EZx 3 1/2" X-U Capacity ≔n 3 ≔Ta ―――373 lbf 2 ≔Tn 110 lbf -adjusted stud spacing and brace spacing for fasten to 12" oc and 24" oc see drawings ≔Va ―――376 lbf 2 ≔Vn 280 lbf =+――Ta ⋅n Tn ――Va ⋅n Vn 0.789 C26 1 PopMart @ The Shops at Santa Anita 400 S Baldwin Ave, Space B3A & B3B Arcadia, CA 91007 Eng: JML/EAS Date:04/14/2025 Lap Connection Calc: (3) #10 tek screws ≔Vcap =⋅188 lbf 3 564 lbf Detail 3/S101 Additional Load from the Motor ≔DLmotor 150 lbf Supplier provided ≔ELHmotor =max ⎛⎜⎜ ⎜ ⎜⎝ ,⎛ ⎜ ⎜⎜⎝ ⋅⎛ ⎜ ⎜⎜⎝ ――SDS ⎛⎜⎝―Rp Ip ⎞⎟⎠ ⎞ ⎟ ⎟⎟⎠ DLmotor ⎞ ⎟ ⎟⎟⎠ ―――――――――― ⋅⋅⋅⋅0.4 ap SDS DLmotor ⎛⎜⎝+1 ⋅2 ―z h ⎞⎟⎠ ⎛⎜⎝―Rp Ip ⎞⎟⎠ ⎞⎟⎟ ⎟ ⎟⎠ 116.424 lbf ≔ELVmotor =⋅⋅0.2 SDS DLmotor 48.51 lbf Connection criteria above satisfies 3/S101 connection requirements C27 www.hilti.com Hilti PROFIS Engineering 3.1.11 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 1 Company: Address: Phone I Fax: Design: Fastening point: VAA ENG, LLC | KIWK HUS Page: Specifier: E-Mail: Date: 1 JML 3/31/2025 Specifier's comments: 1 Input data Anchor type and diameter: KWIK HUS-EZ (KH-EZ) (Carbon Steel) 3/8 (2 1/8) Item number: 418058 KH-EZ 3/8"x3 1/2" Specification text: Hilti Æ 3/8 in KWIK HUS-EZ (KH-EZ) (Carbon Steel) with 2.125 in nominal embedment depth per ICC-ES ESR-3027 , Hammer drill bit installation per MPII, Effective embedment depth: hef,act = 1.540 in., hnom = 2.125 in. Material: Carbon Steel Evaluation Service Report: ESR-3027 Issued I Valid: 12/1/2023 | 12/1/2025 Proof: Design Method ACI 318-14 / Mech Shear edge breakout verification: Row closest to edge (Case 3 only from ACI 318-14 Fig. R.17.5.2.1b) Stand-off installation: Profile: Base material: cracked concrete, 2500, fc' = 2,500 psi; h = 5.000 in. Installation: Hammer drilled hole, Installation condition: Dry Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Seismic loads (cat. C, D, E, or F) Tension load: yes (17.2.3.4.3 (d)) Shear load: yes (17.2.3.5.3 (a)) C28 www.hilti.com Hilti PROFIS Engineering 3.1.11 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 2 Company: Address: Phone I Fax: Design: Fastening point: VAA ENG, LLC | KIWK HUS Page: Specifier: E-Mail: Date: 2 JML 3/31/2025 Geometry [in.] & Loading [lb, in.lb] C29 www.hilti.com Hilti PROFIS Engineering 3.1.11 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 3 Company: Address: Phone I Fax: Design: Fastening point: VAA ENG, LLC | KIWK HUS Page: Specifier: E-Mail: Date: 3 JML 3/31/2025 1.1 Design results Case Description Forces [lb] / Moments [in.lb]Seismic Max. Util. Anchor [%] 1 Combination 1 N = 373; Vx = 0; Vy = 376; Mx = 0; My = 0; Mz = 0; yes 48 C30 www.hilti.com Hilti PROFIS Engineering 3.1.11 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 4 Company: Address: Phone I Fax: Design: Fastening point: VAA ENG, LLC | KIWK HUS Page: Specifier: E-Mail: Date: 4 JML 3/31/2025 2 Proof I Utilization (Governing Cases) Design values [lb]Utilization Loading Proof Load Capacity bN / bV [%]Status Tension Concrete Breakout Failure 373 792 48 / -OK Shear Pryout Strength 376 1,137 - / 34 OK Loading bN bV z Utilization bN,V [%]Status Combined tension and shear loads 0.471 0.331 5/3 45 OK 3 Warnings • Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! C31 www.hilti.com Hilti PROFIS Engineering 3.1.11 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 5 Company: Address: Phone I Fax: Design: Fastening point: VAA ENG, LLC | KIWK HUS Page: Specifier: E-Mail: Date: 5 JML 3/31/2025 4 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. C32 <Licensed Company> JLenard SK-1 Mar 31, 2025 at 12:18 PM Rolling Door.r3d D1 <Licensed Company> JLenard SK-2 Mar 31, 2025 at 12:19 PM Rolling Door.r3d D2 <Licensed Company> JLenard SK-3 Mar 31, 2025 at 12:20 PM Rolling Door.r3d D3 <Licensed Company> JLenard SK-5 Mar 31, 2025 at 12:20 PM Rolling Door.r3d D4 <Licensed Company> JLenard SK-6 Mar 31, 2025 at 12:21 PM Rolling Door.r3d D5 <Licensed Company> JLenard SK-7 Mar 31, 2025 at 12:29 PM Rolling Door.r3d D6 <Licensed Company> JLenard SK-8 Mar 31, 2025 at 12:30 PM Rolling Door.r3d D7 Company Designer Job Number Model Name : : : : <Licensed Company> JLenard Checked By : 3/31/2025 12:32:02 PM RISA-3D Version 21 [ Rolling Door.r3d ] Page 1 Node Coordinates Label X [ft] Y [ft] Z [ft] Detach From Diaphragm 1 N1 0 0 0 2 N2 0 0 17 3 N3 0 11.75 0 4 N4 0 11.75 17 5 N5 0 16.67 0 6 N6 0 16.67 17 Node Boundary Conditions Node Label X [k/in] Y [k/in] Z [k/in] Y Rot [k-ft/rad] 1 N1 Reaction Reaction Reaction Reaction 2 N2 Reaction Reaction Reaction Reaction 3 N5 Reaction Reaction 4 N6 Reaction Reaction Hot Rolled Steel Properties Label E [ksi] G [ksi] Nu Therm. Coeff. [1e⁵°F⁻¹] Density [k/ft³] Yield [ksi] Ry Fu [ksi] Rt 1 A992 29000 11154 0.3 0.65 0.49 50 1.1 65 1.1 2 A36 Gr.36 29000 11154 0.3 0.65 0.49 36 1.5 58 1.2 3 A572 Gr.50 29000 11154 0.3 0.65 0.49 50 1.1 65 1.1 4 A500 Gr.B RND 29000 11154 0.3 0.65 0.527 42 1.4 58 1.3 5 A500 Gr.B RECT 29000 11154 0.3 0.65 0.527 46 1.4 58 1.3 6 A500 Gr.C RND 29000 11154 0.3 0.65 0.527 46 1.4 62 1.3 7 A500 Gr.C RECT 29000 11154 0.3 0.65 0.527 50 1.4 62 1.3 8 A53 Gr.B 29000 11154 0.3 0.65 0.49 35 1.6 60 1.2 9 A1085 29000 11154 0.3 0.65 0.49 50 1.4 65 1.3 10 A913 Gr.65 29000 11154 0.3 0.65 0.49 65 1.1 80 1.1 General Materials Properties Label E [ksi] G [ksi] Nu Therm. Coeff. [1e⁵°F⁻¹] Density [k/ft³] Plate Methodology 1 gen_Conc3NW 3155 1372 0.15 0.6 0.145 Isotropic 2 gen_Conc4NW 3644 1584 0.15 0.6 0.145 Isotropic 3 gen_Conc3LW 2085 906 0.15 0.6 0.11 Isotropic 4 gen_Conc4LW 2408 1047 0.15 0.6 0.11 Isotropic 5 gen_Alum 10100 4077 0.3 1.29 0.173 Isotropic 6 gen_Steel 29000 11154 0.3 0.65 0.49 Isotropic 7 gen_Plywood 1800 38 0 0.3 0.035 Isotropic 8 RIGID 1e+6 0.3 0 0 Isotropic 9 gen_Ortho 0.65 0.49 Orthotropic Member Primary Data Label I Node J Node Section/Shape Type Design List Material Design Rule 1 M1 N2 N6 HSS4x4x1/8 Column Tube A500 Gr.C RECT Typical 2 M2 N1 N5 HSS4x4x1/8 Column Tube A500 Gr.C RECT Typical 3 M3 N4 N3 Rolling Door Beam Tube A500 Gr.C RECT Typical D8 Company Designer Job Number Model Name : : : : <Licensed Company> JLenard Checked By : 3/31/2025 12:32:02 PM RISA-3D Version 21 [ Rolling Door.r3d ] Page 2 Hot Rolled Steel Design Parameters Label Shape Length [ft] Lcomp top [ft] Channel Conn. a [ft] Function 1 M1 HSS4x4x1/8 16.67 Lbyy N/A N/A Lateral 2 M2 HSS4x4x1/8 16.67 Lbyy N/A N/A Lateral 3 M3 Rolling Door 17 Lbyy N/A N/A Lateral Member Point Loads No Data to Print... Member Distributed Loads (BLC 1 : DL) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/ft] End Magnitude [lb/ft, F, psf, lb-ft/ft] Start Location [(ft, %)] End Location [(ft, %)] 1 M3 Y -25 -25 0 %100 2 M1 Y -6.5 -6.5 0 %100 3 M2 Y -6.5 -6.5 0 %100 Member Distributed Loads (BLC 2 : LL) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/ft] End Magnitude [lb/ft, F, psf, lb-ft/ft] Start Location [(ft, %)] End Location [(ft, %)] 1 M3 X -59 -59 0 %100 Member Distributed Loads (BLC 3 : EL) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/ft] End Magnitude [lb/ft, F, psf, lb-ft/ft] Start Location [(ft, %)] End Location [(ft, %)] 1 M3 X -23 -23 0 %100 2 M1 X -5.1 -5.1 0 %100 3 M2 X -5.1 -5.1 0 %100 Member Distributed Loads (BLC 4 : ELY) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/ft] End Magnitude [lb/ft, F, psf, lb-ft/ft] Start Location [(ft, %)] End Location [(ft, %)] 1 M3 Y -10 -10 0 %100 2 M1 Y -2.21 -2.21 0 %100 3 M2 Y -2.21 -2.21 0 %100 Basic Load Cases BLC Description Category Nodal Distributed 1 DL DL 2 3 2 LL LL 1 3 EL EL 2 3 4 ELY ELY 2 3 Load Combinations Description Solve P-Delta BLC Factor BLC Factor BLC Factor 1 1.2DL+1.6LL Yes Y DL 1.2 LL 1.6 2 1.2DL+1.0EL Yes Y DL 1.2 EL 1 ELY 1 D9 Company Designer Job Number Model Name : : : : <Licensed Company> JLenard Checked By : 3/31/2025 12:32:02 PM RISA-3D Version 21 [ Rolling Door.r3d ] Page 3 Load Combination Design Description Service Hot Rolled Cold Formed Wood Concrete Masonry Aluminum Stainless Connection 1 1.2DL+1.6LL Yes Yes Yes Yes Yes Yes Yes Yes 2 1.2DL+1.0EL Yes Yes Yes Yes Yes Yes Yes Yes Envelope Node Reactions Node Label X [lb] LC Y [lb] LC Z [lb] LC MX [lb-ft] LC MY [lb-ft] LC MZ [lb-ft] LC 1 N1 max 233.725 1 626.867 2 0 2 0 2 0 2 0 2 2 min 118.08 2 487.026 1 0 1 0 1 0 1 0 1 3 N2 max 233.725 1 626.867 2 0 2 0 2 0 2 0 2 4 min 118.08 2 487.026 1 0 1 0 1 0 1 0 1 5 N5 max 568.675 1 0 2 0 2 0 2 0 2 0 2 6 min 228.437 2 0 1 0 1 0 1 0 1 0 1 7 N6 max 568.675 1 0 2 0 2 0 2 0 2 0 2 8 min 228.437 2 0 1 0 1 0 1 0 1 0 1 9 Totals:max 1604.8 1 1253.733 2 0 2 10 min 693.034 2 974.052 1 0 1 Envelope Member Section Forces Member Sec Axial[lb] LC y Shear[lb] LC z Shear[lb] LC Torque[lb-ft] LC y-y Moment[lb-ft] LC z-z Moment[lb-ft] LC 1 M1 1 max 626.867 2 -120.465 2 0 2 0 2 0 2 0 2 2 min 487.026 1 -238.317 1 0 1 0 1 0 1 0 1 3 2 max 585.15 2 -99.21 2 0 2 0 2 0 2 993.186 1 4 min 454.519 1 -238.317 1 0 1 0 1 0 1 457.746 2 5 3 max 543.433 2 -77.956 2 0 2 0 2 0 2 1986.373 1 6 min 422.013 1 -238.317 1 0 1 0 1 0 1 826.915 2 7 4 max 41.717 2 569.152 1 0 2 0 2 0 2 2371.939 1 8 min 32.506 1 207.43 2 0 1 0 1 0 1 908.752 2 9 5 max 0 2 569.152 1 0 2 0 2 0 2 0 2 10 min 0 1 228.684 2 0 1 0 1 0 1 0 1 11 M2 1 max 626.867 2 -120.465 2 0 2 0 2 0 2 0 2 12 min 487.026 1 -238.317 1 0 1 0 1 0 1 0 1 13 2 max 585.15 2 -99.21 2 0 2 0 2 0 2 993.186 1 14 min 454.519 1 -238.317 1 0 1 0 1 0 1 457.746 2 15 3 max 543.433 2 -77.956 2 0 2 0 2 0 2 1986.373 1 16 min 422.013 1 -238.317 1 0 1 0 1 0 1 826.915 2 17 4 max 41.717 2 569.152 1 0 2 0 2 0 2 2371.939 1 18 min 32.506 1 207.43 2 0 1 0 1 0 1 908.752 2 19 5 max 0 2 569.152 1 0 2 0 2 0 2 0 2 20 min 0 1 228.684 2 0 1 0 1 0 1 0 1 21 M3 1 max 0 2 340 2 802.4 1 0 2 0 2 0 2 22 min 0 1 255 1 195.5 2 0 1 0 1 0 1 23 2 max 0 2 170 2 401.2 1 0 2 2557.65 1 -812.813 1 24 min 0 1 127.5 1 97.75 2 0 1 623.156 2 -1083.75 2 25 3 max 0 2 0 2 0 2 0 2 3410.2 1 -1083.75 1 26 min 0 1 0 1 0 1 0 1 830.875 2 -1445 2 27 4 max 0 2 -127.5 1 -97.75 2 0 2 2557.65 1 -812.813 1 28 min 0 1 -170 2 -401.2 1 0 1 623.156 2 -1083.75 2 29 5 max 0 2 -255 1 -195.5 2 0 2 0 2 0 2 30 min 0 1 -340 2 -802.4 1 0 1 0 1 0 1 D10 Company Designer Job Number Model Name : : : : <Licensed Company> JLenard Checked By : 3/31/2025 12:32:02 PM RISA-3D Version 21 [ Rolling Door.r3d ] Page 4 Envelope Maximum Member Section Forces Member Axial[lb]Loc[ft]LCy Shear[lb]Loc[ft]LCz Shear[lb]Loc[ft]LCTorque[lb-ft]Loc[ft]LCy-y Moment[lb-ft]Loc[ft]LCz-z Moment[lb-ft]Loc[ft]LC 1 M1 max626.867 0 2 569.152 16.67 1 0 16.67 2 0 16.67 2 0 16.67 2 2772.646 11.634 1 2 min 0 16.67 1 -238.317 0 1 0 0 1 0 0 1 0 0 1 0 0 1 3 M2 max626.867 0 2 569.152 16.67 1 0 16.67 2 0 16.67 2 0 16.67 2 2772.646 11.634 1 4 min 0 16.67 1 -238.317 0 1 0 0 1 0 0 1 0 0 1 0 0 1 5 M3 max 0 17 2 340 0 2 802.4 0 1 0 17 2 3410.2 8.5 1 0 17 2 6 min 0 0 1 -340 17 2 -802.4 17 1 0 0 1 0 0 1 -1445 8.5 2 Envelope Member End Reactions MemberMember End Axial[lb] LC y Shear[lb] LC z Shear[lb]LC Torque[lb-ft] LC y-y Moment[lb-ft] LC z-z Moment[lb-ft] LC 1 M1 I max 626.867 2 -120.465 2 0 2 0 2 0 2 0 2 2 min 487.026 1 -238.317 1 0 1 0 1 0 1 0 1 3 J max 0 2 569.152 1 0 2 0 2 0 2 0 2 4 min 0 1 228.684 2 0 1 0 1 0 1 0 1 5 M2 I max 626.867 2 -120.465 2 0 2 0 2 0 2 0 2 6 min 487.026 1 -238.317 1 0 1 0 1 0 1 0 1 7 J max 0 2 569.152 1 0 2 0 2 0 2 0 2 8 min 0 1 228.684 2 0 1 0 1 0 1 0 1 9 M3 I max 0 2 340 2 802.4 1 0 2 0 2 0 2 10 min 0 1 255 1 195.5 2 0 1 0 1 0 1 11 J max 0 2 -255 1 -195.5 2 0 2 0 2 0 2 12 min 0 1 -340 2 -802.4 1 0 1 0 1 0 1 Envelope Member 2nd/1st Moment Ratios Member y-y Moment [lb-ft] 2nd/1st Ratio Loc [ft] LC z-z Moment [lb-ft] 2nd/1st Ratio Loc [ft] LC 1 M1 max NC NC 1056.358 1.009 11.634 2 2 min NC NC 2772.646 1.006 11.634 1 3 M2 max NC NC 1056.358 1.009 11.634 2 4 min NC NC 2772.646 1.006 11.634 1 5 M3 max 830.875 1 8.5 2 -1445 1 8.5 2 6 min 3410.2 1 8.5 1 -1083.75 1 8.5 1 Envelope AISC 15TH (360-16): ASD Member Steel Code Checks Member Shape Code CheckLoc[ft] LC Shear CheckLoc[ft] Dir LC Pnc/om [lb]Pnt/om [lb]Mnyy/om [lb-ft]Mnzz/om [lb-ft] Cb Eqn 1 M1 HSS4X4X2 0.491 11.634 1 0.037 16.67 y 1 16527.22252994.012 5788.228 5788.228 1.388H1-1b 2 M2 HSS4X4X2 0.491 11.634 1 0.037 16.67 y 1 16527.22252994.012 5788.228 5788.228 1.388H1-1b 3 M3 HSS4X4X4 0.384 8.5 1 0.029 17 z 1 28171.835 100898.204 11701.597 11701.597 1.136H1-1b D11 PopMart @ The Shops at Santa Anita 400 S Baldwin Ave, Space B3A & B3B Arcadia, CA 91007 Eng: JML/EAS Date:03/31/2025 Rolling Door: ≔JBE 16.666 ft ≔span 17.5 ft -Stud spacing ≔LL =⋅5 ――lbf ft2 11.75 ft 58.75 plf -Interior LL OOP Pressure Dead Loads, loads from door supplier: ≔Door =―――175 lbf span 10 plf ≔Curtain =―――340 lbf span 19.429 plf ≔Brackets 35 lbf -EA end ≔Connectionhardware 50 lbf -EA end Door EL: ≔ap 1 ≔SDS 1.617 ≔Rp 2.5 ≔h JBE ≔Ip 1 ≔z JBE per ASCE 7, Table 13.5-1 ≔ELHdoor =max ⎛ ⎜ ⎜ ⎜ ⎜⎝ ,⎛ ⎜ ⎜ ⎜⎝ ⋅ ⎛ ⎜ ⎜ ⎜⎝ ――SDS ⎛ ⎜ ⎝ ―Rp Ip ⎞ ⎟ ⎠ ⎞ ⎟ ⎟ ⎟⎠ Door ⎞ ⎟ ⎟ ⎟⎠ ――――――――― ⋅⋅⋅⋅0.4 ap SDS Door ⎛ ⎜⎝+1 ⋅2 ―z h ⎞ ⎟⎠ ⎛ ⎜ ⎝ ―Rp Ip ⎞ ⎟ ⎠ ⎞ ⎟ ⎟ ⎟ ⎟⎠ 7.762 plf *conservative taking higher of V vs Fp per 12.4.3 ≔ELVdoor =⋅⋅0.2 SDS Door 3.234 plf D12 PopMart @ The Shops at Santa Anita 400 S Baldwin Ave, Space B3A & B3B Arcadia, CA 91007 Eng: JML/EAS Date:03/31/2025 Curtain EL: per ASCE 7, Table 13.5-1 ≔ELHcurtain =max ⎛ ⎜ ⎜ ⎜ ⎜⎝ ,⎛ ⎜ ⎜ ⎜⎝ ⋅⎛ ⎜ ⎜ ⎜⎝ ――SDS ⎛ ⎜ ⎝ ―Rp Ip ⎞ ⎟ ⎠ ⎞ ⎟ ⎟ ⎟⎠ Curtain ⎞ ⎟ ⎟ ⎟⎠ ―――――――――― ⋅⋅⋅⋅0.4 ap SDS Curtain ⎛ ⎜⎝+1 ⋅2 ―z h ⎞ ⎟⎠ ⎛ ⎜ ⎝ ―Rp Ip ⎞ ⎟ ⎠ ⎞ ⎟ ⎟ ⎟ ⎟⎠ 15.08 plf *conservative taking higher of V vs Fp per 12.4.3 ≔ELVcurtain =⋅⋅0.2 SDS Curtain 6.283 plf Brackets EL: per ASCE 7, Table 13.5-1 ≔ELHbrackets =max ⎛ ⎜ ⎜ ⎜ ⎜⎝ , ⎛ ⎜ ⎜ ⎜⎝ ⋅ ⎛ ⎜ ⎜ ⎜⎝ ――SDS ⎛ ⎜ ⎝ ―Rp Ip ⎞ ⎟ ⎠ ⎞ ⎟ ⎟ ⎟⎠ Brackets ⎞ ⎟ ⎟ ⎟⎠ ――――――――――― ⋅⋅⋅⋅0.4 ap SDS Brackets ⎛ ⎜⎝+1 ⋅2 ―z h ⎞ ⎟⎠ ⎛ ⎜ ⎝ ―Rp Ip ⎞ ⎟ ⎠ ⎞ ⎟ ⎟ ⎟ ⎟⎠ 27.166 lbf *conservative taking higher of V vs Fp per 12.4.3 ≔ELVbrackets =⋅⋅0.2 SDS Brackets 11.319 lbf Hardware EL: per ASCE 7, Table 13.5-1 ≔ELHhardware =max ⎛⎜ ⎜ ⎜ ⎜ ⎜⎝ , ⎛ ⎜ ⎜ ⎜⎝ ⋅ ⎛ ⎜ ⎜ ⎜⎝ ――SDS ⎛⎜ ⎜⎝ ――Rp Ip ⎞⎟ ⎟⎠ ⎞ ⎟ ⎟ ⎟⎠ Connectionhardware ⎞ ⎟ ⎟ ⎟⎠ ―――――――――――――― ⋅⋅⋅⋅0.4 ap SDS Connectionhardware ⎛⎜⎝ +1 ⋅2 ―z h ⎞⎟⎠ ⎛⎜ ⎜⎝ ――Rp Ip ⎞⎟ ⎟⎠ ⎞⎟ ⎟ ⎟ ⎟ ⎟⎠ 38.808 lbf *conservative taking higher of V vs Fp per 12.4.3 ≔ELVhardware =⋅⋅0.2 SDS Connectionhardware 16.17 lbf D13 PopMart @ The Shops at Santa Anita 400 S Baldwin Ave, Space B3A & B3B Arcadia, CA 91007 Eng: JML/EAS Date:04/14/2025 Tube EL:per ASCE 7, Table 13.5-1 ≔ELHtube =max ⎛⎜⎜⎜⎜⎜⎝ ,⎛⎜⎜⎜⎝ ⋅⎛⎜⎜⎜⎝ ――SDS ⎛⎜⎜⎝――Rp Ip ⎞⎟⎟⎠ ⎞⎟⎟⎟⎠ 6.5 plf⎞⎟⎟⎟⎠ ――――――――――― ⋅⋅⋅⋅0.4 ap SDS 6.5 plf ⎛⎜⎝+1 ⋅2 ―z h ⎞⎟⎠ ⎛⎜⎜⎝――Rp Ip ⎞⎟⎟⎠ ⎞⎟⎟⎟⎟⎟⎠ 5.045 plf *conservative taking higher of V vs Fp per 12.4.3 ≔ELVtube =⋅⋅0.2 SDS 6.5 plf 2.102 plf Bolted Connection from Rolling Door to HSS: ≔Vy =+++++―――210 lbf 2 ―――425 lbf 2 35 lbf 25 lbf 48 lbf 150 lbf 575.5 lbf Bearing Strength of bolt on HSS: ≔Ω 2 ≔Fy 46 ksi ≔Apb =⋅0.5 in 0.125 in 0.063 in 2 ≔Rn =⋅⋅1.8 Fy Apb 5175 lbf =――Rn Ω 2587.5 lbf >Vy, OK D14 1 PopMart @ The Shops at Santa Anita 400 S Baldwin Ave, Space B3A & B3B Arcadia, CA 91007 Eng: JML/EAS Date:03/31/2025 bot connection okay w/ min embed, see attached anchor calcs D15 PopMart @ The Shops at Santa Anita 400 S Baldwin Ave, Space B3A & B3B Arcadia, CA 91007 Eng: JML/EAS Date:04/14/2025 Connection at top, connection okay (4 anchors provide, 2 accounted for in calc) X-U Capacity ≔n 2 ≔Ta 0 lbf ≔Tn 110 lbf ≔Va 376 lbf ≔Vn 280 lbf =+――Ta ⋅n Tn ――Va ⋅n Vn 0.671 D16 www.hilti.com Hilti PROFIS Engineering 3.1.11 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 1 Company: Address: Phone I Fax: Design: Fastening point: VAA ENG, LLC | Concrete - Mar 28, 2025 Page: Specifier: E-Mail: Date: 1 JML 3/31/2025 Specifier's comments: 1 Input data Anchor type and diameter: KWIK HUS-EZ (KH-EZ) (Carbon Steel) 3/8 (1 5/8) Item number: 418056 KH-EZ 3/8"x2 1/8" Specification text: Hilti Æ 3/8 in KWIK HUS-EZ (KH-EZ) (Carbon Steel) with 1.625 in nominal embedment depth per ICC-ES ESR-3027 , Hammer drill bit installation per MPII, Effective embedment depth: hef,act = 1.110 in., hnom = 1.625 in. Material: Carbon Steel Evaluation Service Report: ESR-3027 Issued I Valid: 12/1/2023 | 12/1/2025 Proof: Design Method ACI 318-14 / Mech Shear edge breakout verification: Row closest to edge (Case 3 only from ACI 318-14 Fig. R.17.5.2.1b) Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.500 in. Anchor plateR : lx x ly x t = 4.000 in. x 4.000 in. x 0.500 in.; (Recommended plate thickness: not calculated) Profile: Square HSS (AISC), HSS4X4X.1875; (L x W x T) = 4.000 in. x 4.000 in. x 0.188 in. Base material: cracked concrete, 2500, fc' = 2,500 psi; h = 5.000 in. Installation: Hammer drilled hole, Installation condition: Dry Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Seismic loads (cat. C, D, E, or F) Tension load: yes (17.2.3.4.3 (d)) Shear load: yes (17.2.3.5.3 (a)) R - The anchor calculation is based on a rigid anchor plate assumption. Geometry [in.] & Loading [lb, in.lb] D17 www.hilti.com Hilti PROFIS Engineering 3.1.11 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 2 Company: Address: Phone I Fax: Design: Fastening point: VAA ENG, LLC | Concrete - Mar 28, 2025 Page: Specifier: E-Mail: Date: 2 JML 3/31/2025 1.1 Design results Case Description Forces [lb] / Moments [in.lb]Seismic Max. Util. Anchor [%] 1 Combination 1 N = 0; Vx = 0; Vy = 250; Mx = 0; My = 0; Mz = 0; yes 20 D18 www.hilti.com Hilti PROFIS Engineering 3.1.11 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 3 Company: Address: Phone I Fax: Design: Fastening point: VAA ENG, LLC | Concrete - Mar 28, 2025 Page: Specifier: E-Mail: Date: 3 JML 3/31/2025 2 Proof I Utilization (Governing Cases) Design values [lb]Utilization Loading Proof Load Capacity bN / bV [%]Status Tension ---- / -N/A Shear Pryout Strength 250 1,281 - / 20 OK Loading bN bV z Utilization bN,V [%]Status Combined tension and shear loads ----N/A 3 Warnings • Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! D19 www.hilti.com Hilti PROFIS Engineering 3.1.11 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 4 Company: Address: Phone I Fax: Design: Fastening point: VAA ENG, LLC | Concrete - Mar 28, 2025 Page: Specifier: E-Mail: Date: 4 JML 3/31/2025 4 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. D20 www.hilti.com Hilti PROFIS Engineering 3.1.11 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 1 Company: Address: Phone I Fax: Design: Fastening point: VAA ENG, LLC | Concrete - Mar 28, 2025 Page: Specifier: E-Mail: Date: 1 JML 3/31/2025 Specifier's comments: 1 Input data Anchor type and diameter: KWIK HUS-EZ (KH-EZ) (Carbon Steel) 3/8 (1 5/8) Item number: 418056 KH-EZ 3/8"x2 1/8" Specification text: Hilti Æ 3/8 in KWIK HUS-EZ (KH-EZ) (Carbon Steel) with 1.625 in nominal embedment depth per ICC-ES ESR-3027 , Hammer drill bit installation per MPII, Effective embedment depth: hef,act = 1.110 in., hnom = 1.625 in. Material: Carbon Steel Evaluation Service Report: ESR-3027 Issued I Valid: 12/1/2023 | 12/1/2025 Proof: Design Method ACI 318-14 / Mech Shear edge breakout verification: Row closest to edge (Case 3 only from ACI 318-14 Fig. R.17.5.2.1b) Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.500 in. Anchor plateR : lx x ly x t = 12.000 in. x 12.000 in. x 0.500 in.; (Recommended plate thickness: not calculated) Profile: Square HSS (AISC), HSS4X4X.1875; (L x W x T) = 4.000 in. x 4.000 in. x 0.188 in. Base material: cracked concrete, 2500, fc' = 2,500 psi; h = 5.000 in. Installation: Hammer drilled hole, Installation condition: Dry Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Seismic loads (cat. C, D, E, or F) Tension load: yes (17.2.3.4.3 (d)) Shear load: yes (17.2.3.5.3 (a)) R - The anchor calculation is based on a rigid anchor plate assumption. Geometry [in.] & Loading [lb, in.lb] D21 www.hilti.com Hilti PROFIS Engineering 3.1.11 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 2 Company: Address: Phone I Fax: Design: Fastening point: VAA ENG, LLC | Concrete - Mar 28, 2025 Page: Specifier: E-Mail: Date: 2 JML 3/31/2025 1.1 Design results Case Description Forces [lb] / Moments [in.lb]Seismic Max. Util. Anchor [%] 1 Combination 1 N = 0; Vx = 570; Vy = 0; Mx = 0; My = 0; Mz = 0; yes 41 D22 www.hilti.com Hilti PROFIS Engineering 3.1.11 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 3 Company: Address: Phone I Fax: Design: Fastening point: VAA ENG, LLC | Concrete - Mar 28, 2025 Page: Specifier: E-Mail: Date: 3 JML 3/31/2025 2 Proof I Utilization (Governing Cases) Design values [lb]Utilization Loading Proof Load Capacity bN / bV [%]Status Tension ---- / -N/A Shear Pryout Strength 570 1,392 - / 41 OK Loading bN bV z Utilization bN,V [%]Status Combined tension and shear loads ----N/A 3 Warnings • Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! D23 www.hilti.com Hilti PROFIS Engineering 3.1.11 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 4 Company: Address: Phone I Fax: Design: Fastening point: VAA ENG, LLC | Concrete - Mar 28, 2025 Page: Specifier: E-Mail: Date: 4 JML 3/31/2025 4 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. D24 <Licensed Company> EScherrer SK-1 Mar 31, 2025 at 12:50 PM Water heater - Calc.r3d E1 <Licensed Company> EScherrer SK-2 Mar 31, 2025 at 12:51 PM Water heater - Calc.r3d E2 <Licensed Company> EScherrer SK-3 Mar 31, 2025 at 12:52 PM Water heater - Calc.r3d E3 <Licensed Company> EScherrer SK-4 Mar 31, 2025 at 12:53 PM Water heater - Calc.r3d E4 <Licensed Company> EScherrer SK-5 Mar 31, 2025 at 12:53 PM Water heater - Calc.r3d E5 Company Designer Job Number Model Name : : : : <Licensed Company> EScherrer Checked By : 3/31/2025 12:55:08 PM RISA-3D Version 21 [ Water heater - Calc.r3d ] Page 1 Node Coordinates Label X [ft] Y [ft] Z [ft] Detach From Diaphragm 1 N1 0 0 0 2 N2 2 0 0 3 N3 0 0 -2 4 N4 2 0 -2 5 N5 0 8 0 6 N6 2 8 0 7 N7 0 8 -2 8 N8 2 8 -2 Node Boundary Conditions Node Label X [k/in] Y [k/in] Z [k/in] 1 N5 Reaction Reaction Reaction 2 N7 Reaction Reaction Reaction 3 N8 Reaction Reaction Reaction 4 N6 Reaction Reaction Reaction Hot Rolled Steel Properties Label E [ksi] G [ksi] Nu Therm. Coeff. [1e⁵°F⁻¹] Density [k/ft³] Yield [ksi] Ry Fu [ksi] Rt 1 A992 29000 11154 0.3 0.65 0.49 50 1.1 65 1.1 2 A36 Gr.36 29000 11154 0.3 0.65 0.49 36 1.5 58 1.2 3 A572 Gr.50 29000 11154 0.3 0.65 0.49 50 1.1 65 1.1 4 A500 Gr.B RND 29000 11154 0.3 0.65 0.527 42 1.4 58 1.3 5 A500 Gr.B RECT 29000 11154 0.3 0.65 0.527 46 1.4 58 1.3 6 A500 Gr.C RND 29000 11154 0.3 0.65 0.527 46 1.4 62 1.3 7 A500 Gr.C RECT 29000 11154 0.3 0.65 0.527 50 1.4 62 1.3 8 A53 Gr.B 29000 11154 0.3 0.65 0.49 35 1.6 60 1.2 9 A1085 29000 11154 0.3 0.65 0.49 50 1.4 65 1.3 10 A913 Gr.65 29000 11154 0.3 0.65 0.49 65 1.1 80 1.1 General Materials Properties Label E [ksi] G [ksi] Nu Therm. Coeff. [1e⁵°F⁻¹] Density [k/ft³] Plate Methodology 1 gen_Conc3NW 3155 1372 0.15 0.6 0.145 Isotropic 2 gen_Conc4NW 3644 1584 0.15 0.6 0.145 Isotropic 3 gen_Conc3LW 2085 906 0.15 0.6 0.11 Isotropic 4 gen_Conc4LW 2408 1047 0.15 0.6 0.11 Isotropic 5 gen_Alum 10100 4077 0.3 1.29 0.173 Isotropic 6 gen_Steel 29000 11154 0.3 0.65 0.49 Isotropic 7 gen_Plywood 1800 38 0 0.3 0.035 Isotropic 8 RIGID 1e+6 0.3 0 0 Isotropic 9 gen_Ortho 0.65 0.49 Orthotropic Member Primary Data Label I Node J Node Section/Shape Type Design List Material Design Rule 1 M1 N1 N2 L1.5X1.5X3/8 Beam Single Angle A36 Gr.36 Typical 2 M2 N2 N4 L1.5X1.5X3/8 Beam Single Angle A36 Gr.36 Typical 3 M3 N4 N3 L1.5X1.5X3/8 Beam Single Angle A36 Gr.36 Typical 4 M4 N3 N1 L1.5X1.5X3/8 Beam Single Angle A36 Gr.36 Typical 5 M5 N3 N7 1"Beam BAR A36 Gr.36 Typical 6 M6 N1 N5 1"Beam BAR A36 Gr.36 Typical E6 Company Designer Job Number Model Name : : : : <Licensed Company> EScherrer Checked By : 3/31/2025 12:55:08 PM RISA-3D Version 21 [ Water heater - Calc.r3d ] Page 2 Member Primary Data (Continued) Label I Node J Node Section/Shape Type Design List Material Design Rule 7 M7 N4 N8 1"Beam BAR A36 Gr.36 Typical 8 M8 N2 N6 1"Beam BAR A36 Gr.36 Typical 9 M9 N5 N2 1/2"CABLE Beam BAR A992 Typical 10 M10 N6 N1 1/2"CABLE Beam BAR A992 Typical 11 M11 N6 N4 1/2"CABLE Beam BAR A992 Typical 12 M12 N8 N2 1/2"CABLE Beam BAR A992 Typical 13 M13 N8 N3 1/2"CABLE Beam BAR A992 Typical 14 M14 N7 N4 1/2"CABLE Beam BAR A992 Typical 15 M15 N7 N1 1/2"CABLE Beam BAR A992 Typical 16 M16 N5 N3 1/2"CABLE Beam BAR A992 Typical Hot Rolled Steel Design Parameters Label Shape Length [ft] Lcomp top [ft] Channel Conn. a [ft] Function 1 M1 L1.5X1.5X3/8 2 Lbyy N/A N/A Lateral 2 M2 L1.5X1.5X3/8 2 Lbyy N/A N/A Lateral 3 M3 L1.5X1.5X3/8 2 Lbyy N/A N/A Lateral 4 M4 L1.5X1.5X3/8 2 Lbyy N/A N/A Lateral 5 M5 1"8 Lbyy N/A N/A Gravity 6 M6 1"8 Lbyy N/A N/A Gravity 7 M7 1"8 Lbyy N/A N/A Gravity 8 M8 1"8 Lbyy N/A N/A Gravity 9 M9 1/2"CABLE 8.246 Lbyy N/A N/A Gravity 10 M10 1/2"CABLE 8.246 Lbyy N/A N/A Gravity 11 M11 1/2"CABLE 8.246 Lbyy N/A N/A Gravity 12 M12 1/2"CABLE 8.246 Lbyy N/A N/A Gravity 13 M13 1/2"CABLE 8.246 Lbyy N/A N/A Gravity 14 M14 1/2"CABLE 8.246 Lbyy N/A N/A Gravity 15 M15 1/2"CABLE 8.246 Lbyy N/A N/A Gravity 16 M16 1/2"CABLE 8.246 Lbyy N/A N/A Gravity Member Point Loads No Data to Print... Member Distributed Loads (BLC 2 : EL) Member LabelDirectionStart Magnitude [k/ft, F, ksf, k-ft/ft]End Magnitude [k/ft, F, ksf, k-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 1 M4 X 0.195 0.195 0 %100 Member Distributed Loads (BLC 3 : BLC 1 Transient Area Loads) Member LabelDirectionStart Magnitude [k/ft, F, ksf, k-ft/ft]End Magnitude [k/ft, F, ksf, k-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 1 M2 Y -0.095 -0.095 0 2 2 M4 Y -0.095 -0.095 0 2 Basic Load Cases BLC Description Category Y Gravity Distributed Area(Member) 1 DL DL -1 1 2 EL EL 1 3 BLC 1 Transient Area Loads None 2 E7 Company Designer Job Number Model Name : : : : <Licensed Company> EScherrer Checked By : 3/31/2025 12:55:08 PM RISA-3D Version 21 [ Water heater - Calc.r3d ] Page 3 Load Combinations Description Solve P-Delta BLC Factor BLC Factor 1 1.2DL+1.0E Yes Y DL 1.2 EL 1 2 1.6DL Yes Y DL 1.6 Load Combination Design Description Service Hot Rolled Cold Formed Wood Concrete Masonry Aluminum Stainless Connection 1 1.2DL+1.0E Yes Yes Yes Yes Yes Yes Yes Yes 2 1.6DL Yes Yes Yes Yes Yes Yes Yes Yes Node Reactions LC Node Label X [k] Y [k] Z [k] MX [k-ft] MY [k-ft] MZ [k-ft] 1 1 N5 -0.195 0.94 0.008 0 0 0 2 1 N7 -0.195 0.94 -0.008 0 0 0 3 1 N8 0 -0.618 -0.001 0 0 0 4 1 N6 0 -0.618 0.001 0 0 0 5 1 Totals:-0.39 0.644 0 6 1 COG (ft):X: 1 Y: 0.966 Z: -1 Member Section Forces LC Member Label Sec Axial[k] y Shear[k] z Shear[k] Torque[k-ft] y-y Moment[k-ft] z-z Moment[k-ft] 1 1 M1 1 0.195 0.005 0.024 -0.001 -0.035 -0.035 2 2 0.195 0.003 0.024 -0.001 -0.025 -0.028 3 3 0.195 0.001 0.024 -0.001 -0.016 -0.02 4 4 0.195 -0.001 0.024 -0.001 -0.007 -0.012 5 5 0.195 -0.003 0.024 -0.001 0 -0.003 6 1 M2 1 -0.025 0.118 0 0 -0.006 0.003 7 2 -0.025 0.059 0 0 0.026 -0.029 8 3 -0.025 0 0 0 0.036 -0.039 9 4 -0.025 -0.059 0 0 0.026 -0.029 10 5 -0.025 -0.118 0 0 -0.006 0.003 11 1 M3 1 0.195 0.003 -0.024 0.001 0 -0.003 12 2 0.195 0.001 -0.024 0.001 -0.007 -0.012 13 3 0.195 -0.001 -0.024 0.001 -0.016 -0.02 14 4 0.195 -0.003 -0.024 0.001 -0.025 -0.028 15 5 0.195 -0.005 -0.024 0.001 -0.035 -0.035 16 1 M4 1 0.029 0.118 0.195 0 -0.041 -0.029 17 2 0.029 0.059 0.098 0 0.042 -0.009 18 3 0.029 0 0 0 0.07 -0.002 19 4 0.029 -0.059 -0.097 0 0.042 -0.009 20 5 0.029 -0.118 -0.195 0 -0.041 -0.029 21 1 M5 1 -0.103 0 0.001 0 -0.008 0 22 2 -0.11 0 0.001 0 -0.005 0 23 3 -0.116 0 0.001 0 -0.003 0.001 24 4 -0.123 0 0.001 0 -0.001 0.001 25 5 -0.129 0 0.001 0 0.002 0.002 26 1 M6 1 -0.103 0 -0.001 0 0.008 0 27 2 -0.11 0 -0.001 0 0.005 0 28 3 -0.116 0 -0.001 0 0.003 0.001 29 4 -0.123 0 -0.001 0 0.001 0.001 30 5 -0.129 0 -0.001 0 -0.002 0.002 31 1 M7 1 0.651 0 0.001 0 -0.006 -0.002 32 2 0.644 0 0.001 0 -0.004 -0.002 E8 Company Designer Job Number Model Name : : : : <Licensed Company> EScherrer Checked By : 3/31/2025 12:55:08 PM RISA-3D Version 21 [ Water heater - Calc.r3d ]Page 4 Member Section Forces (Continued) LC Member Label Sec Axial[k] y Shear[k] z Shear[k] Torque[k-ft] y-y Moment[k-ft] z-z Moment[k-ft] 33 3 0.638 0 0.001 0 -0.002 -0.002 34 4 0.631 0 0.001 0 0 -0.002 35 5 0.625 0 0.001 0 0.002 -0.002 36 1 M8 1 0.651 0 -0.001 0 0.006 -0.002 37 2 0.644 0 -0.001 0 0.004 -0.002 38 3 0.638 0 -0.001 0 0.002 -0.002 39 4 0.631 0 -0.001 0 0 -0.002 40 5 0.625 0 -0.001 0 -0.002 -0.002 41 1 M9 1 -0.805 0.001 0 0 0 0.002 42 2 -0.804 0.001 0 0 0 0 43 3 -0.802 0 0 0 0 -0.001 44 4 -0.8 0 0 0 0 -0.001 45 5 -0.799 -0.001 0 0 0 0 46 1 M10 1 0 0 0 0 0 0 47 2 0 0 0 0 0 0 48 3 0 0 0 0 0 0 49 4 0 0 0 0 0 0 50 5 0 0 0 0 0 0 51 1 M11 1 0 0 0 0 0 0 52 2 0 0 0 0 0 0 53 3 0 0 0 0 0 0 54 4 0 0 0 0 0 0 55 5 0 0 0 0 0 0 56 1 M12 1 0 0 0 0 0 0 57 2 0 0 0 0 0 0 58 3 0 0 0 0 0 0 59 4 0 0 0 0 0 0 60 5 0 0 0 0 0 0 61 1 M13 1 0 0 0 0 0 0 62 2 0 0 0 0 0 0 63 3 0 0 0 0 0 0 64 4 0 0 0 0 0 0 65 5 0 0 0 0 0 0 66 1 M14 1 -0.805 0.001 0 0 0 0.002 67 2 -0.804 0.001 0 0 0 0 68 3 -0.802 0 0 0 0 -0.001 69 4 -0.8 0 0 0 0 -0.001 70 5 -0.799 -0.001 0 0 0 0 71 1 M15 1 -0.03 0.001 0 0 0 0.002 72 2 -0.029 0.001 0 0 0 0 73 3 -0.027 0 0 0 0 -0.001 74 4 -0.026 0 0 0 0 -0.001 75 5 -0.024 -0.001 0 0 0 0 76 1 M16 1 -0.03 0.001 0 0 0 0.002 77 2 -0.029 0.001 0 0 0 0 78 3 -0.027 0 0 0 0 -0.001 79 4 -0.026 0 0 0 0 -0.001 80 5 -0.024 -0.001 0 0 0 0 AISC 15TH (360-16): LRFD Member Steel Code Checks LC Member Shape UC Max Loc[ft] Shear UC Loc[ft] Dir phi*Pnc[k] phi*Pnt[k] phi*Mnyy[k-ft] phi*Mnzz[k-ft] Cb Eqn 1 1 M1 L1.5X1.5X3/8 0.113 0 0.005 2 z 22.448 31.894 0.478 1.101 1.5 H2-1 2 1 M2 L1.5X1.5X3/8 0.111 1 0.011 2 y 22.448 31.894 0.478 1.101 1.147 H2-1 3 1 M3 L1.5X1.5X3/8 0.113 2 0.005 2 z 22.448 31.894 0.478 1.101 1.5 H2-1 4 1 M4 L1.5X1.5X3/8 0.149 1 0.018 2 z 22.448 31.894 0.478 1.101 1.5 H2-1 E9 Company Designer Job Number Model Name : : : : <Licensed Company> EScherrer Checked By : 3/31/2025 12:55:08 PM RISA-3D Version 21 [ Water heater - Calc.r3d ] Page 5 AISC 15TH (360-16): LRFD Member Steel Code Checks (Continued) LC Member Shape UC Max Loc[ft] Shear UC Loc[ft] Dir phi*Pnc[k] phi*Pnt[k] phi*Mnyy[k-ft] phi*Mnzz[k-ft] Cb Eqn 5 1 M5 1"0.021 0 0.001 8 1.203 25.447 0.424 0.424 1 H1-1b 6 1 M6 1"0.021 0 0.001 8 1.203 25.447 0.424 0.424 1 H1-1b 7 1 M7 1"0.555 0 0 8 1.203 25.447 0.424 0.424 1 H1-1a 8 1 M8 1"0.555 0 0 8 1.203 25.447 0.424 0.424 1 H1-1a 9 1 M9 1/2"CABLE 0.091 0 0.003 0 0.071 8.836 0.074 0.074 1 H1-1b* 10 1 M10 1/2"CABLE 0 8.246 0 8.246 0.071 8.836 0.074 0.074 1 H1-1a 11 1 M11 1/2"CABLE 0 8.246 0 8.246 0.071 8.836 0.074 0.074 1 H1-1a 12 1 M12 1/2"CABLE 0 8.246 0 8.246 0.071 8.836 0.074 0.074 1 H1-1a 13 1 M13 1/2"CABLE 0 8.246 0 8.246 0.071 8.836 0.074 0.074 1 H1-1a 14 1 M14 1/2"CABLE 0.091 0 0.003 0 0.071 8.836 0.074 0.074 1 H1-1b* 15 1 M15 1/2"CABLE 0.003 0 0.003 0 0.071 8.836 0.074 0.074 1 H1-1b* 16 1 M16 1/2"CABLE 0.003 0 0.003 0 0.071 8.836 0.074 0.074 1 H1-1b* E10 POP MART Arcadia, CA EAS 03/24/2025Mechanical Equipment Hanger Loading Gravity Load ≔WHtot 370 lbf ≔l 24 in ≔w 24 in ≔h 48 in Water Heater dimensions ≔WHpoint =―――WHtot 4 92.5 lbf ERV weight as a point load at each rod Seismic Load ≔Rp 3 ≔ap 2.5 at components (ASCE Table 13.6-1) ≔SDS 1.617 ≔Ip 1 ≔z 16.666 ft ≔h 35 ft ≔Fp =――――――⋅⋅0.4 ap SDS WHtot ―Rp Ip ⎛ ⎜⎝ +1 2 ⎛ ⎜⎝―z h ⎞ ⎟⎠ ⎞ ⎟⎠ 389.356 lbf ≔EL =Fp 389.356 lbf Out of Plane Live Load ≔LL =⋅⋅5 psf h w 350 lbf Threaded Rod Check Capacity =WHpoint 92.5 lbf ≔Capacity 3110 lbf uniform loading with lateral bracing Demand ≔D =WHpoint 92.5 lbf < =Capacity 3110 lbf OK E11 POP MART Arcadia, CA EAS 03/24/2025Mechanical Equipment Hanger Anchor Check Demand (1.2D+1.0E) ≔Tu =⋅1.2 ―――WHpoint 4 27.75 lbf ≔Vu =――EL 4 97.339 lbf see anchor capacity on following page E12 www.hilti.com Hilti PROFIS Engineering 3.1.11 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 1 Company: Address: Phone I Fax: Design: Fastening point: | Concrete - Mar 10, 2025 Page: Specifier: E-Mail: Date: 1 3/24/2025 Specifier's comments: 1 Input data Anchor type and diameter: KWIK HUS-EZ (KH-EZ) (Carbon Steel) 3/8 (1 5/8) Item number: 418056 KH-EZ 3/8"x2 1/8" Specification text: Hilti Æ 3/8 in KWIK HUS-EZ (KH-EZ) (Carbon Steel) with 1.625 in nominal embedment depth per ICC-ES ESR-3027 , Hammer drill bit installation per MPII, Effective embedment depth: hef = 1.110 in., hnom = 1.626 in. Material: Carbon Steel Evaluation Service Report: ESR-3027 Issued I Valid: 12/1/2023 | 12/1/2025 Proof: Design Method ACI 318 / AC193 Shear edge breakout verification: Row closest to edge (Case 3 only from ACI 318-11 Appendix D Fig. RD.6.2.1(b)) Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.500 in. Anchor plateR : lx x ly x t = 6.000 in. x 6.000 in. x 0.500 in.; (Recommended plate thickness: not calculated) Profile: Square HSS (AISC), HSS4X4X.25; (L x W x T) = 4.000 in. x 4.000 in. x 0.250 in. Base material: cracked concrete, 2500, fc' = 2,500 psi; h = 5.000 in. Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Seismic loads (cat. C, D, E, or F) no R - The anchor calculation is based on a rigid anchor plate assumption. Geometry [in.] & Loading [lb, in.lb] E13 www.hilti.com Hilti PROFIS Engineering 3.1.11 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 2 Company: Address: Phone I Fax: Design: Fastening point: | Concrete - Mar 10, 2025 Page: Specifier: E-Mail: Date: 2 3/24/2025 1.1 Design results Case Description Forces [lb] / Moments [in.lb]Seismic Max. Util. Anchor [%] 1 Combination 1 N = 100; Vx = 0; Vy = 100; Mx = 0; My = 0; Mz = 0; no 22 Tension 1 x y2 Load case/Resulting anchor forces Anchor reactions [lb] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force y 1 100 100 0 100 Max. concrete compressive strain: - [‰] Max. concrete compressive stress: - [psi] Resulting tension force in (x/y)=(0.000/0.000): 100 [lb] Resulting compression force in (x/y)=(-/-): 0 [lb] Anchor forces are calculated based on the assumption of a rigid anchor plate. 3 Tension load Load Nua [lb]Capacity f Nn [lb]Utilization bN = Nua/f Nn Status Steel Strength*100 5,980 2 OK Pullout Strength*100 473 22 OK Concrete Breakout Failure**100 646 16 OK * highest loaded anchor **anchor group (anchors in tension) E14 www.hilti.com Hilti PROFIS Engineering 3.1.11 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 3 Company: Address: Phone I Fax: Design: Fastening point: | Concrete - Mar 10, 2025 Page: Specifier: E-Mail: Date: 3 3/24/2025 3.1 Steel Strength Nsa = ESR value refer to ICC-ES ESR-3027 f Nsa ³ Nua ACI 318-08 Eq. (D-1) Variables Ase,N [in.2]futa [psi] 0.09 106,225 Calculations Nsa [lb] 9,200 Results Nsa [lb]f steel f Nsa [lb]Nua [lb] 9,200 0.650 5,980 100 3.2 Pullout Strength Npn,f'c = Np,2500 (fc'/2500)0.5 refer to ICC-ES ESR-3027 f Npn,f'c ³ Nua ACI 318-08 Eq. (D-1) Variables f' c [psi]Np,2500 [lb] 2,500 728 Calculations (fc'/2500)0.5 1.000 Results Npn,f'c [lb]f concrete f Npn,f' c [lb]Nua [lb] 728 0.650 473 100 E15 www.hilti.com Hilti PROFIS Engineering 3.1.11 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 4 Company: Address: Phone I Fax: Design: Fastening point: | Concrete - Mar 10, 2025 Page: Specifier: E-Mail: Date: 4 3/24/2025 3.3 Concrete Breakout Failure Ncb = (ANc ANc0)y ed,N y c,N y cp,N Nb ACI 318-08 Eq. (D-4) f Ncb ³ Nua ACI 318-08 Eq. (D-1) ANc see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b) ANc0 = 9 h2 ef ACI 318-08 Eq. (D-6) y ed,N = 0.7 + 0.3 (ca,min 1.5hef)£ 1.0 ACI 318-08 Eq. (D-11) y cp,N = MAX(ca,mincac , 1.5hefcac)£ 1.0 ACI 318-08 Eq. (D-13) Nb = kc l √f' c h1.5 ef ACI 318-08 Eq. (D-7) Variables hef [in.]ca,min [in.]y c,N cac [in.]kc l f' c [psi] 1.110 8.000 1.000 2.630 17 1 2,500 Calculations ANc [in.2]ANc0 [in.2]y ed,N y cp,N Nb [lb] 11.09 11.09 1.000 1.000 994 Results Ncb [lb]f concrete f Ncb [lb]Nua [lb] 994 0.650 646 100 E16 www.hilti.com Hilti PROFIS Engineering 3.1.11 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 5 Company: Address: Phone I Fax: Design: Fastening point: | Concrete - Mar 10, 2025 Page: Specifier: E-Mail: Date: 5 3/24/2025 4 Shear load Load Vua [lb]Capacity f Vn [lb]Utilization bV = Vua/f Vn Status Steel Strength*100 2,202 5 OK Steel failure (with lever arm)*N/A N/A N/A N/A Pryout Strength**100 696 15 OK Concrete edge failure in direction x+**100 5,445 2 OK * highest loaded anchor **anchor group (relevant anchors) When the input edge distance is set to "infinity", edge breakout verification is not performed in that direction 4.1 Steel Strength Vsa = ESR value refer to ICC-ES ESR-3027 f Vsteel ³ Vua ACI 318-08 Eq. (D-2) Variables Ase,V [in.2]futa [psi]aV,seis 0.09 106,225 1.000 Calculations Vsa [lb] 3,670 Results Vsa [lb]f steel f Vsa [lb]Vua [lb] 3,670 0.600 2,202 100 E17 www.hilti.com Hilti PROFIS Engineering 3.1.11 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 6 Company: Address: Phone I Fax: Design: Fastening point: | Concrete - Mar 10, 2025 Page: Specifier: E-Mail: Date: 6 3/24/2025 4.2 Pryout Strength Vcp = kcp [(ANc ANc0)y ed,N y c,N y cp,N Nb ] ACI 318-08 Eq. (D-30) f Vcp ³ Vua ACI 318-08 Eq. (D-2) ANc see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b) ANc0 = 9 h2 ef ACI 318-08 Eq. (D-6) y ed,N = 0.7 + 0.3 (ca,min 1.5hef)£ 1.0 ACI 318-08 Eq. (D-11) y cp,N = MAX(ca,mincac , 1.5hefcac)£ 1.0 ACI 318-08 Eq. (D-13) Nb = kc l √f' c h1.5 ef ACI 318-08 Eq. (D-7) Variables kcp hef [in.]ca,min [in.]y c,N 1 1.110 8.000 1.000 cac [in.]kc l f' c [psi] 2.630 17 1 2,500 Calculations ANc [in.2]ANc0 [in.2]y ed,N y cp,N Nb [lb] 11.09 11.09 1.000 1.000 994 Results Vcp [lb]f concrete f Vcp [lb]Vua [lb] 994 0.700 696 100 E18 www.hilti.com Hilti PROFIS Engineering 3.1.11 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 7 Company: Address: Phone I Fax: Design: Fastening point: | Concrete - Mar 10, 2025 Page: Specifier: E-Mail: Date: 7 3/24/2025 4.3 Concrete edge failure in direction x+ Vcb = (AVc AVc0)y ed,V y c,V y h,V y parallel,V Vb ACI 318-08 Eq. (D-21) f Vcb ³ Vua ACI 318-08 Eq. (D-2) AVc see ACI 318-08, Part D.6.2.1, Fig. RD.6.2.1(b)* AVc0 = 4.5 c2 a1 ACI 318-08 Eq. (D-23) y ed,V = 0.7 + 0.3(ca2 1.5ca1)£ 1.0 ACI 318-08 Eq. (D-28) y h,V = √1.5ca1ha ³ 1.0 ACI 318-08 Eq. (D-29) Vb = (7 (leda)0.2 √da)l √f' c c1.5 a1 ACI 318-08 Eq. (D-24) Variables ca1 [in.]ca2 [in.]y c,V ha [in.]le [in.] 8.000 -1.000 5.000 1.110 l da [in.]f' c [psi]y parallel,V 1.000 0.375 2,500 2.000 Calculations AVc [in.2]AVc0 [in.2]y ed,V y h,V Vb [lb] 120.00 288.00 1.000 1.549 6,025 Results Vcb [lb]f concrete f Vcb [lb]Vua [lb] 7,779 0.700 5,445 100 *Anchor row defined by: Anchor 1; Case 3 controls When the input edge distance is set to "infinity", edge breakout verification is not performed in that direction 5 Combined tension and shear loads bN bV z Utilization bN,V [%]Status 0.211 0.144 5/3 12 OK bNV = bz N + bz V <= 1 E19 www.hilti.com Hilti PROFIS Engineering 3.1.11 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 8 Company: Address: Phone I Fax: Design: Fastening point: | Concrete - Mar 10, 2025 Page: Specifier: E-Mail: Date: 8 3/24/2025 6 Warnings • The anchor design methods in PROFIS Engineering require rigid anchor plates per current regulations (AS 5216:2021, ETAG 001/Annex C, EOTA TR029 etc.). This means load re-distribution on the anchors due to elastic deformations of the anchor plate are not considered - the anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Engineering calculates the minimum required anchor plate thickness with CBFEM to limit the stress of the anchor plate based on the assumptions explained above. The proof if the rigid anchor plate assumption is valid is not carried out by PROFIS Engineering. Input data and results must be checked for agreement with the existing conditions and for plausibility! • The equations presented in this report are based on imperial units. When inputs are displayed in metric units, the user should be aware that the equations remain in their imperial format. • Condition A applies where the potential concrete failure surfaces are crossed by supplementary reinforcement proportioned to tie the potential concrete failure prism into the structural member. Condition B applies where such supplementary reinforcement is not provided, or where pullout or pryout strength governs. • Refer to the manufacturer's product literature for cleaning and installation instructions. • For additional information about ACI 318 strength design provisions, please go to https://viewer.joomag.com/profis-design-guide-us-en-summer-2021/0841849001625154758?short&/ Fastening meets the design criteria! E20 www.hilti.com Hilti PROFIS Engineering 3.1.11 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 9 Company: Address: Phone I Fax: Design: Fastening point: | Concrete - Mar 10, 2025 Page: Specifier: E-Mail: Date: 9 3/24/2025 Coordinates Anchor [in.] Anchor x y c-x c+x c-y c+y 1 0.000 0.000 -8.000 -- 7 Installation data Anchor type and diameter: KWIK HUS-EZ (KH-EZ) (Carbon Steel) 3/8 (1 5/8) Profile: Square HSS (AISC), HSS4X4X.25; (L x W x T) = 4.000 in. x 4.000 in. x 0.250 in. Item number: 418056 KH-EZ 3/8"x2 1/8" Hole diameter in the fixture: df = 0.500 in. Maximum installation torque: 480 in.lb Plate thickness (input): 0.500 in. Hole diameter in the base material: 0.375 in. Recommended plate thickness: not calculated Hole depth in the base material: 1.836 in. Drilling method: Hammer drilled Minimum thickness of the base material: 3.250 in. Cleaning: Manual cleaning of the drilled hole according to instructions for use is required. Hilti Æ 3/8 in KWIK HUS-EZ (KH-EZ) (Carbon Steel) with 1.625 in nominal embedment depth per ICC-ES ESR-3027 , Hammer drill bit installation per MPII 7.1 Recommended accessories Drilling Cleaning Setting • Suitable Rotary Hammer • Properly sized drill bit • Manual blow-out pump • Torque wrench 1 x y 3.000 3.000 3.000 3.000 3. 0 0 0 3. 0 0 0 3. 0 0 0 3. 0 0 0 E21 www.hilti.com Hilti PROFIS Engineering 3.1.11 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 10 Company: Address: Phone I Fax: Design: Fastening point: | Concrete - Mar 10, 2025 Page: Specifier: E-Mail: Date: 10 3/24/2025 8 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. E22