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Home My WebLink About400 S Baldwin Ave - 2023 - T.I. FOR COSMETIC RETAIL STORE MAISON KOSE. WITH ELECTRICAL AND PLUMBING ONLYScale Drawing No. Drawn By Checked By Project Title Drawing Title Date Project No. North DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. No.Revisions Date By Stamp Jonathan Wang Design Retains Design Copyright over Design Drawings & Specifications. DESIGNER JONATHAN WANG DESIGN 12621 WASHINGTON PL. LOS ANGELES, CA 90066 626.684.6651 STRUCTURAL JUNFEI CHEN DEYI CONSULTANTS, INC 2725 WHISPERING TRL. IRVINE, CA92602 T: (949) 656 -6134 E: JUNFEI.CHEN@DEYICONSULTANTS.COM CLIENT JCOSME INTERNATIONAL INC. A: E: TONYTIAO@AOL.COM T: (626)233-5699 JWANG@JONATHANWANGDESIGN.COM WWW.JONATHANWANGDESIGN.COM The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. Copyright Notice 19224 E WALNUT DR, N, UNIT A. CITY OF INDUSTRY, CA 91748 A0.00 COVER SHEET Project Number Issue Date Author MAISON KOSE, SANTA ANITA FASHION PARK Checker SPACE K3, 400 SOUTH BALDWIN AVENUE ARCADIA, CA 91007 MAISON KOSE STORE TENANT IMPROVEMENT PROJECT DESCRIPTION PROJECT TYPE: COMMERCIAL COSMETIC STORE TENANT IMPROVEMENT CONSTRUCTION TYPE: TYPE II B 1 HR. FULLY SPRINKLERED ZONING: COMMERCIAL FIRE SPRINKLER: EXISTING FIRE SPRINKLER FIRE SPRINKLER AS DEFFERED SUBMITTAL TOTAL FLOOR AREA: 1151 SF OCCUPANCY TYPE: M EGRESS: EXIT REQ.: 2 APPLICABLE CODES 2022 CALIFORNIA BUILDING CODE VOL 1 & 2 2022 CALIFORNIA ELECTRICAL CODE 2022 CALIFORNIA PLUMBING CODE 2022 CALIFORNIA MECHANICAL CODE 2022CALIFORNIA ENERGY CODE 2022 CALIFORNIA GREEN BUILDING CODE 2022 T-24 ENERGY STANDARDS ARCADIA MUNICIPAL CODE OWNERS JCOSME INTERNATIONAL INC. A: 19224 E WALNUT DR, N, UNIT A. CITY OF INDUSTRY, CA 91748 T: (626) 233-5699 E: tonytiao@aol.com DESIGNER JONATHAN WANG A: 12621 WASHINGTON PL, LOS ANGELES CA 90066 T: (626) 684-6651 E: jwang@jonathanwangdesign.com MECHANICAL & ELECTRICAL & PLUMBING INNODEZ DESIGN & ENGINEERING A: 5777 WEST CENTURY BOULEVARD #1110, CA 90045 T: (424) 414-0997 E: moe@innodez.com CONTACTS SHEET INDEX ARCHITECTURAL A0.00 COVER SHEET A0.01 GENERAL NOTES A0.02 GENERAL NOTES A0.03 ACCESSIBILITY DETAILS A0.04 GREEN BUILDING CODE REQUIREMENT A0.05 PRODUCT SPEC SHEETS A1.00 SITE PLAN A1.01 DEMOLISH FLOOR PLAN & RCP A1.02 PROPOSED FLOOR PLAN A1.03 EGRESS PLAN A1.04 PROPOSED REFLECTED CEILING PLAN A2.01 STOREFRONT ELEVATIONS, SECTION AND DETAILS A2.02 INTERIOR ELEVATIONS A3.01 DETAILS A3.02 DETAILS -ROLL DOWN GATE STRUCTURAL S1 FRAMING PLAN & DETAILS S2 CEILING FRAMING PLAN & DETAILS S3 WALL SHELF ANCHORAGE & DETAILS MECHANICAL M0.00 MECH GENERAL NOTES & SPECIFICATIONS M0.01 MECH CODE CHECKING M1.01 MECH LAYOUTS & EQUIPMENT SCHEDULE M2.01 MECH GENERAL DETAILS ELECTRICAL E0.00 ELECTRICAL SPECIFICATIONS E0.01 ELECTRICAL GENERAL NOTES E1.00 LIGHTING LAYOUTS -MAIN FLOOR E2.00 POWER LAYOUT MAIN FLOOR/ ROOF E3.00 POWER LAYOUT MAIN FLOOR/ ROOF PLUMBING P0.00 PLUMBING GENERAL NOTES AND SPECIFICATIONS P0.01 PLUMBING CODE CHECKING P1.01 FIRST FLOOR WATER SUPPLY LAYOUT P2.01 FIRST FLOOR SEWER LAYOUT T24.01 T24.01 T24.02 T24.02 T24.03 T24.03 PROJECT NORTH TRUE NORTH COMMERCIAL SPACE DESIGN: 1. TENANT IMPROVEMENT OF CORE & SHELL TENANT SPACE INTO COSMETIC RETAIL STORE; 2. INSTALL & CONNECT NEW AIR DUCTS AND REGISTERS TO EXISTING HVAC UNIT; 3. TRENCH CONCRETE FLOOR & INSTALL UNDERGROUND ELECTRICAL CONDUITS; 4. INSTALL NEW FULL HEIGHT PARTITION WALL. 5. INSTALL NEW RECESSED CEILING LIGHT FIXTURES AND PENDANT TRACK LIGHTS; 6. INSTALL PRODUCT DISPLAY CABINETS WITH LED; 7. INSTALL SUSPEND AND WALL MOUNTED INTERIOR LED DECOR SIGNAGE; 8. INSTALL NEW TILE FLOORING; 9. INSTALL DRYWALL CEILING, WALL AND PAINT; 10. INSTALL TOP-ROLL DOWN SECURITY GRILLE; WESTFIELD SANTA ANITA -SPACE K3 400 S. BALDWIN AVENUE, ARCADIA, CA91007 General Notes: 1.Landlord review is for design intent and compliance with Landlord’s Criteria only. Approval by Landlord or Landlord’s agent shall not constitute or imply a representation or certification by Landlord that these drawings or Tenant’s work is in compliance with insurance and indemnity requirements, or any laws, rules, regulations, building codes, or ordinances, including but not limited to the American with Disabilities Act, and fire life safety. Furthermore, Landlord assumes no responsibility for the engineering or safety of Tenant's design, nor is Landlord responsible for any coordination between other trades and job conditions affected by tenant's work. 2.Landlord delivers the premises in AS-IS conditions. Tenant is responsible for all field verification and must design and build to those specifications. 3.Tenant’s Architect to submit to city for permit approval, all plans must comply with local and state jurisdictions. 4.Tenant’s GC and Architect to follow Rules and Regulations and Westfield Design Criteria 5.Any changes of store design and construction after plan approval must be formally addressed with Westfield and the City. 6.Tenant shall ensure that entire storefront is behind the lease line. Coordinate field conditions with Westfield on- site TC/FM. 7.Any changes to store design and construction due to field conditions are the full responsibility and sole cost to the Tenant. 8.Tenant’s GC must coordinate any work outside lease line with Westfield TC. 9.Any use of existing equipment or others to be brought up to code. Tenant is responsible for any required upgrades. 10.Any imported items must comply with US local standard without impacting the schedule. 11.Tenant's barricade needs to be set up before construction start with mall required vendor. Please to ensure to have the vendor to coordinate with the mall management for proper mall common area clearance. Graphic needs to be approved by mall marketing Director. 12.Contractor must contact Facility Manager for a set of Rules and Regulations for each center. A pre- construction meeting must be held with Facility Manager prior to starting any construction with an approved set of plans from the city. 13.GC must scan or x-ray the slab prior to any trench or coring. Please check with the mall FM and send report to FM/TC for review before any work. 14.Any mall tile to be purchased from mall Facility Manager 15.Tenant must survey the space before any design and construction. 16.GC to use mall required vendors (Barricade, FS, FA, Roofing...etc.) if applied. Contacts on Mall Construction Manual. 17.We deliver the space as is pending Tenant's power and water usage. Any upgrade needed per code or design will be at Tenant's responsibility. 18.No sturdor vent is allowed. 19.Crane lift needs to be approved by WF Risk Management. It will take about 2-4 weeks for review. GC must VIF and send the Risk Management package at the beginning of construction. 20.Tenant must provide proper Tenant space main gas and/or water control valve per code at the mall common area or through access panel and with mall name tag for way finding. TYP. 21.Any Tenant’s power is on mall house meter must have functional sub-meter for mall monthly reading. GC to VIF and install one to match the existing one in the mall as needed in your space and coordinate with the mall FM further as needed. 22.If is on Edison meter, Tenant must transfer account to their name, and coordinate with mall FM for temp power as needed. 23.No items of significant weight to be supported by deck. Including ceiling framing, HVAC and it’s to span from steel to steel. Tenant to check with the city on any specific requirements. 24.GC must provide labels (Space Name + WF Space # + Mailing Address #) to back door, power breaker/meter at mall electrical room, any roof units, space water shut off valve...etc. 25.GC to hire mall required FS/FA vendors for design/permit and installation per your design. 26.All color and material selections must meet all code requirements for Flame Spread and Smoke Development Factors. 27.Submit color and material sample board for review and approval. Submit samples for the forward selling areas and storefront. It is important that storefront samples be part of this submittal. 28.Any existing system within Tenant's space that will be reused must be reconditioned to current LL's Standards and Building Code at Tenants expense. GENERAL NOTES SCOPE OF WORK OCCUPANCY TYPE STORAGE MERCANTILE OCCUPANCY ANALYSIS AREA 185 SF OCCUPANCY LOAD FACTOR 300 OCCUPANCY 1 TOTAL OCCUPANCY = 15 OCCUPANCY DEFERRED SUBMITTAL FIRE SPRINKLER AS DEFERRED SUBMITTAL STOREFRONT SIGNAGE UNDER SEPARATE PERMIT RETAIL MERCANTILE 832 SF 60 14 EXP. DATE: 09/30/2024 A101 2 2 2 2 1 A101 1 A101 A101 1 101 BUILDING SECTION EXTERIOR ELEVATION ROOM TAG DOOR TAG WINDOW TAG Room Name MATERIAL TAG REVISION CLOUD & TAG1 1i WALL TAG KEYNOTEXX SPOT ELEVATION INTERIOR ELEVATION DETAIL CALLOUT DETAIL REFERENCEA101 1 1 GRID LINE LEVEL 0' -0" CENTERLINE PROPERTY LINE PT-1 0' - 1 1/4" DIMENSION Scale Drawing No. Drawn By Checked By Project Title Drawing Title Date Project No. North DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. No. Revisions Date By Stamp Jonathan Wang Design Retains Design Copyright over Design Drawings & Specifications. DESIGNER JONATHAN WANG DESIGN 12621 WASHINGTON PL. LOS ANGELES, CA 90066 626.684.6651 STRUCTURAL JUNFEI CHEN DEYI CONSULTANTS, INC 2725 WHISPERING TRL. IRVINE, CA92602 T: (949) 656 -6134 E: JUNFEI.CHEN@DEYICONSULTANTS.COM CLIENT JCOSME INTERNATIONAL INC. A: E: TONYTIAO@AOL.COM T: (626)233-5699 JWANG@JONATHANWANGDESIGN.COM WWW.JONATHANWANGDESIGN.COM The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. Copyright Notice 19224 E WALNUT DR, N, UNIT A. CITY OF INDUSTRY, CA 91748 12" = 1'-0" A0.01 GENERAL NOTES Project Number Issue Date Author MAISON KOSE, SANTA ANITA FASHION PARK Checker SPACE K3, 400 SOUTH BALDWIN AVENUE ARCADIA, CA 91007 1. ALL WORK, CONSTRUCTION AND MATERIALS SHALL COMPLY WITH ALL PROVISIONS OF ALL GOVERNING NATIONAL, STATE AND LOCAL BUILDING CODES, AND WITH OTHER RULES, REGULATIONS AND ORDINANCES GOVERNING THE PLACE OF BUILDING. 2. BUILDING CODE REQUIREMENTS TAKE PRECEDENCE OVER THE DRAWINGS AND IT SHALL BE THE RESPONSIBILITY OF ANYONE SUPPLYING LABOR OR MATERIALS OR BOTH TO BRING TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES OR CONFLICT BETWEEN THE REQUIREMENTS OF CODE AND THE DRAWINGS. 3. ASBESTOS: IF REMOVAL OF ANY FRIABLE ASBESTOS-CONTAINING MATERIALS IS REQUIRED, REMOVAL OF SUCH MATERIAL SHALL BE ACCOMPLISHED BY A CONTRACTOR APPROVED AND LICENSED FOR SUCH WORK IN THE STATE OF CALIFORNIA. THE ARCHITECT/ ENGINEERS DO NOT TAKE ANY RESPONSIBILITY FOR THE LOCATION, REMOVAL, OR DISPOSAL OF ANY ASBESTOS OR ASBESTOS-CONTAINING MATERIALS. 4. ALL WORK SHALL CONFORM TO TITLE 24, CALIFORNIA CODE OF REGULATIONS (C.C.R) 5. CONTRACTOR SHALL HAVE CURRENT WORKERS' COMPENSATION INSURANCE COVERAGE IN COMPLIANCE WITH SECTION 3800 OF THE CALIFORNIA LABOR CODE, ON FILE WITH THE STATE CONTROL BOARD. 6. DRAWINGS --ALL DIMENSIONS SHALL BE VERIFIED AND REVIEWED BY THE CONTRACTOR. ANY DISCREPANCIES OR INFORMATION UNCLEAR TO THE CONTRACTOR SHALL BE REVIEWED WITH THE ARCHITECT FOR DIRECTION. ANY ASSUMPTIONS MADE BY THE CONTRACTOR,WHICH CONFLICT WITH THE WORK SHALL BE REPAIRED AND/OR REPLACED AT THE CONTRACTOR'S EXPENSE. A. DIMENSION SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON THE DRAWINGS. DO NOT SCALE DRAWINGS. LARGE-SCALE DETAILS TAKE PRECEDENCE OVER SMALL-SCALE DETAILS. B. ALL DIMENSIONS ARE TO THE FACE OF FINISH SURFACE, UNLESS OTHERWISE NOTED. ALL WORK SHALL BE ERECTED PLUMB, LEVEL AND TRUE IN ACCORDANCE WITH THE DETAILS. C. DETAILS MARKED TYPICAL SHALL APPLY IN ALL CASES UNLESS SPECIFIED OTHERWISE. 7. CONTRACTORS SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES OR DEVIATIONS BETWEEN FIELD CONDITIONS AND PROPOSED SCOPE OF WORK INDICATED ON DRAWINGS. 8. CONTRACTOR SHALL CHECK, REVIEW, AND VERIFY ALL FIELD MEASUREMENTS WITH PROPOSED SCOPE OF WORK AND EXPRESSED DIMENSIONS HEREIN. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES, PRIOR TO STARTING OR CONTINUING ANY WORK. 9. THE CONTRACT ARCHITECTURAL AND STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATETHE MEANS OR METHOD OF CONSTRUCTION. THE GENERAL CONTRACTOR AND HIS/HER SUBCONTRACTORS SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC.. CONTRACTOR SHALL PROVIDE PLANS AND PERMITS FOR TEMPORARY SHORING OF EXCAVATIONS THAT REMOVE THE LATERAL SUPPORT FROM A PUBLIC WAY OR AN EXISTING BUILDING OR STRUCTURE. OBSERVATION VISITS TO THE SITE BY THE ARCHITECT SHALLNOT INCLUDE INSPECTION OF THE ABOVE ITEMS. 10. THE CONTRACTOR SHALL PURCHASE "ALL RISK" BUILDER'S RISK COVERAGE WITH A SUFFICIENT LIMIT TO PROTECT THE ACTUAL REPLACEMENT VALUE OF THE WORK. THE ARCHITECT AND THE OWNER SHALL BE NAMED AS ADDITIONAL INSURED. SEE ARTICLE 11 OF AIA DOCUMENT A201 FOR FURTHER INSURANCE INFORMATION. 11. THE CONTRACTOR'S CERTIFICATE OF INSURANCE SHALL BE PREPARED FOR THE OWNER'S RECORDS AND DELIVERED TO THE ARCHITECT PRIOR TO CONSTRUCTION. 12. IN PREPARING A BID, THE CONTRACTOR SHALL HAVE VISITED THE SITE , CAREFULLY EXAMINED THE DRAWINGS AND THE METHODS OF REMOVAL AND STORAGE OF MATERIALS, THE SEQUENCING OF OPERATION, AND THE PROBLEMS ATTENDANT THERETO. NO ALLOWANCE WILL BE MADE TO THE CONTRACTOR FOR ANY ERROR THROUGH NEGLIGENCE IN OBSERVING THE SITE CONDITION. 13. CONTRACTOR SHALL INVESTIGATE AND BE PRESENT AT THE SITE DURING SITE CLEARING, EARTHWORK, EXCAVATIONS, ETC. IF ANY BELOW GRADE ITEMS OR CONDITIONS ARE DISCOVERED WHICH CONFLICT WITH PROGRESS AND INTENT OF THE PROJECT, THE ARCHITECT SHALL BE NOTIFIED. A. 13.1. ALL WORK LISTED, SHOWN OR IMPLIED ON ANY CONSTRUCTION DOCUMENT SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR EXCEPT WHERE OTHERWISE NOTED. 14. CONTRACTOR SHALL COORDINATE ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL WORK FOR SIZE AND LOCATION OF WALL, FLOOR AND ROOF OPENINGS, WALL OFFSETS, PROVISIONS FOR PRESENT AND FUTURE EQUIPMENT, ATTACHMENT AND MOUNTING OF FIXTURES, INSERTS OR OTHER OPENINGS, AND OTHER DETAILS. SHOULD A COORDINATION ERROR OR OMISSION BE IDENTIFIED, THE CONTRACTOR SHALL NOTIFY THE ARCHITECTIN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION. THE ARCHITECT WILL ISSUE INSTRUCTIONS AS TO PROCEDURE. 15. THE CONTRACTOR SHALL NOT DEVIATE FROM STRUCTURAL DESIGN AS DOCUMENTED IN THE PLANS AND SPECIFICATIONS WITHOUT WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER AND BUILDING DEPARTMENT AUTHORITY. 16. PROVIDE TEMPORARY SANITARY FACILITIES FOR WORKMEN'S USE PER THE LOCAL BUILDING DEPARTMENT REGULATIONS. 17. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS OR ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. 18. THE CONTRACTOR IS TO VENT EACH AREA FROM FUMES, DUST, ETC. DO NOT USE A/C SYSTEM AND OR FURNACES FAN SYSTEM DURING CONSTRUCTION. COVER ALL VENTS AND REGISTERS TO PROTECT FROM DEBRIS. CAP ALL LINES TO ELIMINATE ALL GASES FROM ENTERING THE WORKSPACE AND LIVING SPACE. FORCE FLUSH AND VACUUM HVAC SYSTEM UPON PROJECT COMPLETION, PRIOR TO THE RESTART OF THE SYSTEM. 19. THE CONTRACTOR SHALL CUT AND PATCH EXISTING WALLS, FLOORS, CEILING, ETC. AS REQUIRED TO COMPLETE THE WORK. 20. CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL SITE WORK, CONSTRUCTIONS, PROPERTY, AND ANY PLANT MATERIAL. ANY ITEM TO REMAIN OR NOT IN SCOPE OF PROJECT WHICH IS DAMAGED OR INJURED SHALL BE, AT THE CONTRACTOR'S COST TO HIMSELF, REPLACED, OR REPAIRED TO "AS IS" CONDITIONS PRIOR TO CONSTRUCTION OR DEMOLITION. SUCH PATCHING OR REPAIR INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING:ANY BROKEN OR DAMAGED UTILITIES , SPRINKLER PIPE, ELECTRICAL OR PHONE LINES. CONTRACTOR SHALL PATCH OR REPLACE ANY DAMAGED CONCRETE SIDE WALK. 21. CONTRACTOR SHALL KEEP PROJECT AND SITE AT ALL TIMES FREE FROM ACCUMULATION OF WASTE MATERIALS AND RUBBISH CAUSED BY CONTRACTOR, PRIOR TO COMMENCING ANY WORK. 22. AT ALL TIMES THE BUILDING, WORK AREA AND SITE SHALL BE KEPT ORDERLY, CLEAN, AND FREE OF DEBRIS & DIRT. DEBRIS, WASTE, RUBBISH, AND DISUSED IMPLEMENTS AND EQUIPMENT SHALL NOT ACCUMULATE OVER A 24 HOUR PERIOD, FLAMMABLE AND / OR TOXIC MATERIALS SHALL NOT BE STORED IN PROJECT CONSTRUCTION STRUCTURES OR ADJACENT TO. 23. CONTRACTOR SHALL KEEP NOISE, DUST, DEBRIS, ETC. TO A MINIMUM STANDARD AS SET FORTH BY THE OWNER. 24. ALL MATERIAL STORED ON THE SITE SHALL BE STACKED NEATLY ON SKIDS, PLATFORMS OR BLOCKING "HIGH AND DRY" PROTECTED AS RECOMMENDED BY THE MANUFACTURERS, FROM POTENTIAL DAMAGE AND DETERIORATION CAUSED BY THE ELEMENTS. 25. ALL EQUIPMENT, HARDWARE, AND OTHER ITEMS SHALL BE SUPPLIED AS SPECIFIED, UNLESS CHANGES ARE REVIEWED AND ACCEPTED BY BOTH THE OWNER AND ARCHITECT. IF CHANGES ARE REQUIRED FOR ANY REASON TO COMPLY WITH THE DESIGN INTENT, CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY WITH RECOMMENDATION OF REMEDIAL COURSE OF ACTION. 26. CONTRACTOR SHALL NOTIFY UTILITY COMPANIES PRIOR TO EXCAVATING FOR UTILITIES AND SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND CONSTRUCTION PRIOR TO EXCAVATION. CONTRACTOR SHALL NOTIFY OWNER AND ARCHITECT SHOULD A PROBLEMATIC CONDITION BE FOUND. 27. REGULATIONS, TAXES AND PERMITS --THE WHOLE OF THE WORK SHALL BE EXECUTED IN STRICT ACCORDANCE WITH THE REGULATIONS AND CODES OF THE GOVERNMENTAL AGENCIES WHOSE JURISDICTION IS APPLICABLE. THE OWNER SHALL PAY FOR PLAN CHECKING AND BUILDING PERMITS. EACH SUB- CONTRACTOR SHALL SATISFY LOCAL PERMIT, LICENSE, INSURANCE AND SAFETY REQUIREMENTS AND SHALL BE RESPONSIBLE FOR THE JOB INSPECTIONS PERTAINING TO HIS/HER TRADE. ALL APPLICABLE SALES TAXES SHALL BE INCLUDED IN THE CONTRACT. SUB-CONTRACTORS SHALL OBTAIN AND PAY FOR ALL PERMITS PERTAINING TO HIS/HER TRADE. 28. SUBMITTALS --CONTRACTOR SHALL SUBMIT THREE (3) COPIES OF SHOP DRAWINGS, CALCULATIONS OF FABRICATED PRODUCTS, AND FIVE (5) COPIES OF MANUFACTURER'S CATALOG SHEETS, BROCHURES, COLOR SAMPLES, INSTALLATION INSTRUCTIONS, ETC. ON ACCEPTANCE. THE ARCHITECT'S APPROVAL OF SUBMITTALS AND SHOP DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR DEVIATIONS FROM DRAWINGS OR SPECIFICATIONS UNLESS HE/SHE HAS, IN WRITING, CALLED THE ARCHITECT'S ATTENTION TO SUCH DEVIATIONS AT THE TIME OF SUBMISSIONS;NOR SHALL THE CONTRACTOR BE RELIEVED FROM RESPONSIBILITY FOR ERRORS OF ANY SORT IN THE SHOP DRAWINGS. ARCHITECT REQUIRES 72 HOURS FOR REVIEW OF ALL SUBMITTALS. 29. MATERIALS --SUPPLY NEW, PURELY UNADULTERATED, FIRST LINE QUALITY MANUFACTURED MATERIALS SHIPPED TO THE JOB SITE IN ORIGINAL CONTAINERS WITH THE MANUFACTURER'S LABEL SHOWING EXACT TYPE, SIZE, GRADE, WEIGHT, AND USE. STORE IN MANNER CONSISTENT WITH MANUFACTURER'S RECOMMENDATIONS. 30. WORKMANSHIP --SHALL BE OF THE HIGHEST QUALITY AND DONE BY SKILLED EMPLOYEES IN THE PRACTICE OF THEIR TRADE. THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING HIS/HER BEST SKILL AND ATTENTION. THE GENERAL CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND SHALL BE RESPONSIBLE TO COORDINATE ALL PORTIONS OF THE WORK UNDER THIS CONTRACT. 31. RESPONSIBILITY OF SUBCONTRACTORS A. EACH SUBCONTRACTOR SHALL AT ALL TIMES BE FULLY AWARE OF THE JOB PROGRESS TO ALLOW HIMSELF/HERSELF AMPLE LEAD TIME TO COMMENCE EACH PHASE OF HIS/HER WORK. B. SUBCONTRACTORS SHALL THOROUGHLY INSPECT ADJACENT WORK THAT MAY IMPACT INSTALLATION OF THEIR TRADE AND NOTIFY GENERAL CONTRACTOR, IN WRITING, OF ANY IRREGULARITIES. COMMENCING WORK CONSTITUTES ACCEPTANCE OF CONDITIONS AND THEREFORE RESPONSIBILITY FOR AND RECTIFICATION OF ANY RESULTING, UNSATISFACTORY WORK. C. MATERIALS AND THE WORK OF OTHERS SHALL BE INSPECTED BY EACH TRADE PRIOR TO THE COMMENCEMENT OF HIS/HER PARTICULAR PHASE OF CONSTRUCTION. DAMAGE NOTED DURING SAID INSPECTION SHALL BE REPORTED, IN WRITING, TO THE GENERAL CONTRACTOR. IF DAMAGE HAS NOT BEEN REPORTED AS HEREIN DESCRIBED, THE SUBCONTRACTOR(S) WORKING ON THE JOB OR THOSE WHO JUST COMPLETED THEIR WORK SHALL BE HELD RESPONSIBLE. D. WITHOUT REPEATING IT IN EVERY SECTION OF THESE SPECIFICATIONS, IT SHALL BE CLEARLY UNDERSTOOD THAT EACH SUBCONTRACTOR SHALL UNEQUIVOCALLY GUARANTEE, FOR A MINIMUM OF ONE YEAR AFTER NOTICE OF COMPLETION, UNLESS OTHERWISE NOTED, THAT IS/HER WORK BE FREE FROM DEFECTS OF WORKMANSHIP AND MATERIALS. E. ALL WORK WHICH, IN THE OPINION OF THE GENERAL CONTRACTOR, FAILS TO MEET THE STANDARD AS HEREIN DESCRIBED, SHALL BE REPLACED BY THE SUBCONTRACTOR AT THE SUBCONTRACTOR'S SOLE EXPENSE INCLUDING THE WORK OF OTHERS DAMAGED BY INITIAL FAILURE OR CORRECTIVE REPAIRS. THE INABILITY OF THE GENERAL CONTRACTOR, OR HIS/HER REPRESENTATIVE, TO NOTICE OMITTED OR FAULTY MATERIALS OR WORKMANSHIP DURING CONSTRUCTION SHALL NOT CONSTITUTE A RELEASE FROM THESE REQUIREMENTS OF SUBCONTRACTOR. IF WORK IS CONSIDERED TO BE SUBSTANDARD, THE WORK SHALL BE TESTED AS IS STANDARD TO THAT INDUSTRY. IF THE WORK FAILS TO MEET THE TESTING STANDARDS THE SUBCONTRACTOR SHALL PAY FOR THE TESTING AND REPLACEMENT OF THE WORK. IF THE WORK PASSES THE TEST THE OWNER PAYS FOR THE TEST AND REPAIR OF SAID WORK. F. EACH SUBCONTRACTOR SHALL MAINTAIN ADEQUATE PROTECTION OF ALL HIS/HER WORK FROM DAMAGE AND SHALL PROTECT THE OWNER'S AND OTHER TRADES' WORK AND PROPERTY FROM DAMAGE OR INJURY WHILE FULFILLING HIS/HER CONTRACT. ALL MATERIALS, WORK IN PLACE, FINISHES, PAVING, AND SIDEWALKS AND EXISTING UTILITIES SHALL BE INCLUDED IN THE REQUIREMENT. G. STRUCTURE AND CONTENTS SHALL BE PROTECTED FROM THE INCLEMENCY OF WEATHER DURING THE TERM OF THE WORK. H. IN THE EVENT OTHER TRADES DAMAGE SUBCONTRACTORS' WORK, IT WILL BE THE SUBCONTRACTORS OBLIGATION TO RESOLVE THE COST OF REPAIRS OF SAID DAMAGE WITH RESPONSIBLE SUB-CONTRACTORS. THE GENERAL CONTRACTOR SHALL HAVE THE POWER OF FINAL ARBITRATION IN THESE MATTERS. I. COOPERATION --EACH TRADE SHALL COOPERATE FULLY, BOTH WITH THE GENERAL CONTRACTOR'S SUPERINTENDENT AND OTHER TRADES, AND CONSULT WITH OTHER TRADES (IN WRITING IF NEED BE), IN ORDER TO "CAN OUT", ALLOW PASSAGE, PROVIDE PROTECTION OR DO WORK NECESSARY TO ALLOW OTHERS TO FOLLOW IN AN ORDERLY, PROFESSIONAL MANNER. J. UNCRATING --ALL MATERIALS AND APPLIANCES SHALL BE UNCRATED BY SUBCONTRACTOR RESPONSIBLE FOR INSTALLATION, UNLESS OTHERWISE SPECIFIED IN THE CONTRACT. 32. WORK, AUTHORIZATION AND PAYMENTS --ALL WORK DONE OR MATERIAL USED SHALL BE COVERED BY A CONTRACT,CONTRACT CHANGE ORDER, PURCHASE ORDER, OR WORK ORDER. NO INVOICE WILL BE PROCESSED UNLESS IT LISTS THE CONTRACT, PURCHASE ORDER, WORK ORDER OR CHANGE ORDER NUMBER. 33. PAYMENTS TO THE CONTRACTOR --RELEASES OF LIEN OR PARTIAL RELEASES TO THE AMOUNTS PAID TO SUBCONTRACTOR AS WELL AS THE GENERAL CONTRACTOR'S RELEASES SHALL ACCOMPANY EACH CERTIFICATE FOR PAYMENT ACCORDING TO CURRENT LIEN LAW REGULATIONS. 34. CLEAN UP --THE CONTRACTOR SHALL CLEAN AND REMOVE FROM THE SITE ANY DEBRIS AND UNUSED MATERIALS. UNUSED MATERIALS, EQUIPMENT, SCAFFOLDING AND DEBRIS SHALL BE REMOVED FROM THE SITE AT COMPLETION. FINAL CLEANING SHALL INCLUDE, REMOVAL OF ALL GREASE, DUST, STAINS, LABELS, FINGERPRINTS, PAINT SPOTS FROM SITE AND EXPOSED INTERIOR AND EXTERIOR FINISH SURFACES; POLISH SURFACES SO DESIGNATED TO SHINE FINISH; AND REPAIR, PATCH OR TOUCH UP OR REPLACE MARRED SURFACES TO SPECIFIED FINISH, OR TO MATCH ADJACENT SURFACES. 35. OCCUPANCY --THE OWNER RESERVES THE RIGHT TO OCCUPY THE PREMISES AT ANY TIME BEFORE COMPLETION. SUCH OCCUPANCY SHALL NOT CONSTITUTE FINAL ACCEPTANCE OF ALL OR ANY PART OF THE WORK INCLUDED IN THE CONTRACT. 36. WARRANTEE --IT SHALL BE UNDERSTOOD, UNLESS OTHERWISE STATED, THAT ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR. COMMENCING UPON THE ACCEPTANCE OF THE COMPLETION OF THE PROJECT BY THE OWNER. 37. THE CONTRACTOR IS TO SIGN IN THE SPACE PROVIDED TO ACKNOWLEDGE THAT HE HAS READ THESE GENERAL AND SUPPLEMENTAL NOTES AND AGREES WITH THEIR TERMS AND CONTENT. BY ENTERING INTO AN AGREEMENT WITH THE OWNER TO PERFORM THE WORK DESCRIBED IN THESE CONTRACT DOCUMENTS, THE SUCCESSFUL BIDDER/CONTRACTOR HEREBY AGREES WITH THE PROVISIONS OF AIA DOCUMENT A201, GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, 1987 EDITION. 38. CONTRACTOR TO INCORPORATE ALL RECOMMENDATIONS PER THE GEOLOGIC AND SOILS ENGINEERING EXPLORATION REPORT. REPORT SHALL BE CONSIDERED PART OF THE CONSTRUCTION DOCUMENTS. 39. GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION WILL BE THOSE AGREED UPON BY AND BETWEEN THE OWNER AND THE CONTRACTOR. HOWEVER, FOR THE PURPOSE OF COMPILING THESE SPECIFICATIONS, IT HAS BEEN ASSUMED THAT THE GENERAL CONDITIONS WILL BE THOSE CONTAINED IN THE AIA DOCUMENT A201, A COPY OF WHICH IS ON FILE AT THE OFFICE OF THE ARCHITECT. 40. SHOULD ERRORS, OMISSIONS, OR DISCREPANCIES APPEAR IN THE DRAWINGS OR SPECIFICATION, OR IN THE WORK DONE BY OTHERS AFFECTING THIS WORK, THE ARCHITECT SHALL BE NOTIFIED AT ONCE AND WILL ISSUE INSTRUCTIONS AS TO PROCEDURE. 41. BUILDING CODE REQUIREMENTS TAKE PRECEDENCE OVER THE DRAWINGS AND IT SHALL BE THE RESPONSIBILITY OF ANYONE SUPPLYING LABOR OR MATERIALS OR BOTH TO BRING TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES OR CONFLICT BETWEEN THE REQUIREMENTS OF CODE AND THE DRAWINGS. SHOULD THE CONTRACTOR PERFORM ANY WORK CONTRARY TO SUCH LAWS, OR REGULATIONS, HE/SHE SHALL BEAR ALL COSTS OF REMOVAL AND CORRECTION. 42. THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS RELATED TO THIS PROJECT FOR ERRORS, OMISSIONS, AND DISCREPANCIES PRIOR TO THE STARTOF CONSTRUCTION. THE CONTRACTOR SHALL ARRANGE A PRE-CONSTRUCTION MEETING TO REVIEW ERRORS, OMISSIONS AND DISCREPANCIES PRIOR TO THE PERFORMANCE OF ANY WORK. 43. THE CONTRACTOR SHALL PROVIDE THE OWNER A LIST OF THE HEATING, COOLING, WATER HEATING, AND WARRANTIES MANUAL AND LIGHTING SYSTEMS AND CONSERVATION OR SOLAR DEVICES INSTALLED IN THE BUILDING AND INSTRUCTIONS ON HOW TO USE THEM EFFICIENTLY. 44. AFTER INSTALLING INSULATION, THE INSTALLER SHALL POST IN A CONSPICUOUS LOCATION IN THE BUILDING A CERTIFICATE SIGNED BY THE INSTALLER AND THE BUILDER STATING THAT THE INSTALLATION CONFORMS WITH THE REQUIREMENTS OF TITLE 24, PART 2, CHAPTER 2-53, AND THAT THE MATERIALS INSTALLED CONFORM WITH THE REQUIREMENTS OF TITLE 20, CHAPTER 2. THE CERTIFICATE SHALL STATE THE MANUFACTURER'S NAME AND MATERIAL IDENTIFICATION, THE INSTALLED R-VALUE, AND WEIGHT PER SQUARE FOOT. 45. THE CONTRACTOR SHALL PROVIDE A FIRE PROTECTION SYSTEM DURING CONSTRUCTION AND MAINTAIN INSURANCE AND ADHERE TO REQUIREMENTS OF LOCAL FIRE DEPARTMENT, PRIOR TO COMMENCING ANY CONSTRUCTION. 46. THE CONTRACTOR SHALL PROTECT TREES AND SHRUBS AS INDICATED TO REMAIN BY PROVIDING A FENCE AROUND THE TREE OR SHRUB OF SUFFICIENT DISTANCE AWAY AND OF SUFFICIENT HEIGHT SO THAT TREES AND SHRUBS SHALL NOT BE DAMAGED IN ANY WAY. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE, WHICH MAY OCCUR. 47. CONTRACTOR SHALL PROVIDE PLANS FOR THE TEMPORARY SHORING AND SUPPORT OF PUBLIC WAYS OR EXISTING BUILDINGS THAT MAY BE AFFECTED BY EXCAVATIONS NECESSITATED BY THE NEW CONSTRUCTION. EXCAVATION ADJACENT TO A PUBLIC WAY REQUIRES PUBLIC WORKS APPROVAL PRIOR TO ISSUANCE OF BUILDING PERMITS. 48. THERE SHALL BE NO TRENCHES OR EXCAVATIONS FIVE FEET OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND OR THE CONTRACTOR MUST OBTAIN A NECESSARY PERMIT FROM THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY PRIOR TO THE ISSUANCE OF A BUILDINGOR GRADING PERMIT. 49. GLASS DOORS, ADJACENT PANELS AND ALL GLAZED OPENING WITHIN 18" OF ADJACENT FLOOR SHALL BE OF TEMPERED GLASS. WHEN ENLARGING EXISTING OPENING FOR A NEW WINDOW OR DOOR PROVIDE A NEW LINTEL IF REQUIRED. 50. OPEN EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, BETWEEN WALL AND FOUNDATION, BETWEEN WALL AND ROOF, BETWEEN WALL PANES, AND PENETRATIONS THROUGH ENVELOPE SHALL BE SEALED, CAULKED, OR WEATHER-STRIPPED TO LIMIT AIR INFILTRATION OR WATER LEAKAGE. DOORS AND WINDOW SHALL BE FULLY WEATHER STRIPPED. CONTRACTOR TO DESIGN AND SPECIFY ALL FLASHING AS REQUIRED TO PREVENT WATER PENETRATION FROM THE EXTERIOR TO THE INTERIOR. 51. CONTRACTOR SHALL ISOLATE DISSIMILAR METALS TO PREVENT GALVANIC REACTIONS. 52. ROOFING CONTRACTOR IS RESPONSIBLE FOR INSURING THAT FLASHING AND WEATHER PROOFING ARE WATERTIGHT. 53. ALL PLUMBING, MECHANICAL SYSTEMS, DRAINAGE, SEWAGE SYSTEMS ARE TO BE DESIGNED AND SPECIFIED BY A LICENSED CONTRACTOR AND SHALL CONFORM TO ALL LOCAL PREVAILING CODES. 54. ARCHITECT SHALL BE NOTIFIED OF DIMENSIONAL DISCREPANCIES AT THRESHOLD. 55. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING, HANGERS OR OTHER SUPPORT FOR ALL FIXTURES, EQUIPMENT. 56. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING TO INSURE PROPER ATTACHMENT OF GYPSUM BOARD, CABINETRY, BASEBOARD, TRIM, FASCIA, ETC. 57. ALL FINISH GRADES AND FLATWORK SHALL SLOPE AWAY FROM THE BUILDING. 58. 58. ANY SUBSTITUTIONS SHALL BE REVIEWED AND ACCEPTED BY OWNER AND ARCHITECT. PRIOR TO COMMENCING INSTALLATION, ANY ADDITIONAL COSTS INCURRED BY THE CONTRACTOR DUE TO HIS/HER FAILURE TO OBTAIN REQUIRED ACCEPTANCE SHALL NOT BE REMEDIED BY THE OWNER OR AFFECT THE CONTRACT PRICE. 59. ALL DOORLOCK SETS, CATCHES, BUMPERS, CABINET PULLS, MAIL-BOXES, BATHROOM ACCESSORIES ARE TO BE SPECIFIED BY ARCHITECT (SEE FINISH, PLUMBING AND DOOR HARDWARE SCHEDULES) AND OR OWNER. 60. SET AND SECURE ALL CABINETRY, PLUMB AND SQUARE, COUNTER SINK ALL FASTENERS, COUNTERTOPS TO BE GLUED AND SCREWED SECURELY IN PLACE, ADJUST ALL DOORS. 61. PROVIDE ALL INSULATION AS NOTED BETWEEN FRAMING; STAPLE TO STUDS, MAINTAIN 1 1/2" (MIN) AIRSPACE IN ALL ROOF CAVITIES. 62. PACK AND SEAL ALL CRACKS AROUND WINDOW, DOORS, AND OTHER PENETRATIONS WITH INSULATION. FILL ALL VOIDS,SEAL ALL JOINTS. 63. SEAL ALL VAPOR BARRIER JOINTS, EDGES, PENETRATIONS AND PUNCTURES WITH VAPOR BARRIER TAPE TO FORM A CONTINUOUS VAPOR BARRIER, 6 MIL. (MINIMUM). 64. ALL PENETRATIONS THROUGH NOTED FIRE BARRIERS, WALLS, ETC. SHALL BE SEATED BY APPROVED FIRE BARRIER SEALANT, CAULKS, TAPES, AS SPECIFIED. 65. PRIOR TO PAINTING , ALL SURFACES TO BE SANDED SMOOTH, ALL NAILS SET AND PUTTIED. 66. WHERE NEW ROOFING MATERIALS, MEMBRANES AND ROOF DECKS ARE EXPOSED TO WEAR AND POSSIBLE DAMAGE DURING CONSTRUCTION THE CONTRACTOR SHALL PROVIDE PROTECTION, ADDITIONAL WATER-PROOFING, FLASHING, CAULKING, OR COVERING TO AVOID PRESENT OR FUTURE WATER INFILTRATION. ALL PENETRATIONS SHALL BE PROPERLY AND COMPLETELY SEALED. DEBRIS AND LOOSE MATERIALS SHALL BE REGULARLY ELIMINATED FROM ANY ROOFING OR DECKING INSTALLATION. REFER TO GREEN BUILDING PLAN CHECK GENERAL NOTES SHEET A0.01 FOR NOTES 67 -88. 89. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER ANDBE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING. (PER ORDINANCE 170,158) (SEPARATE PLUMBING PERMIT IS REQUIRED) 90. PROVIDE 70 INCH HIGH NON ABSORBENT WALL ADJACENT TO SHOWER AND APPROVED SHATTER RESISTANT MATERIALS FOR SHOWER ENCLOSURE. (R308) 91. UNIT SKYLIGHTS SHALL BE LABELED BY A LA CITY APPROVED LABELING AGENCY. SUCH LABEL SHALL STATE THE APPROVED LABELING AGENCY NAME, PRODUCT DESIGNATION AND PERFORMANCE GRADE RATING (RESEARCH REPORT NOT REQUIRED). (R308.6.9) 92. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK-UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES-WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES. 93. PROVIDE DAMP-PROOFING FOR ALL WALLS BELOW GRADE THAT ENCLOSE USABLE SPACE." 91.1402.4 94. WATER HEATER MUST BE STRAPPED TO WALL. SEC. 507.3, UPC 95. SMOKE DETECTORS SHALL BE PROVIDED AS FOLLOWS: A. IN NEW CONSTRUCTION SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER SOURCE FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH BATTERY BACK UP AND LOW BATTERY SIGNAL. B. SMOKE DETECTORS SHALL BE LOCATED IN EACH SLEEPING ROOM & HALLWAY OR AREA GIVING ACCESS TO A SLEEPING ROOM, AND ON EACH ACCESS TO A SLEEPING ROOM, AND ON EACH STORY AND BASEMENT FOR DWELLINGS WITH MORE THAN ONE STORY. 96. PROVIDE AN APPROVED SPARK ARRESTER FOR THE CHIMNEY OF A FIRE PLACE, STOVE, OR BARBECUE. L.A.M.C. 57.20.25 97. PROVIDE ULTA-FLUSH WATER CLOSETS FOR ALL NEW COSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION VICINITY MAP ABBREVIATIONS SYMBOLS A.C.AIR CONDITIONING ADJ.ADJACENT ADDT'L ADDITIONAL A.F.F.ABOVE FINISH FLOOR A.H.AIR HANDLER ALT.ALTERNATING ALUM.ALUMINUM BD.BOARD BLD'G BUILDING BLK'G BLOCKING CALCS.CALCULATIONS CL.CENTERLINE CLG.CEILING CONC.CONCRETE CONT.CONTINUOUS CORR.CORRUGATED CNTR.CENTER DET.DETAIL DIA.DIAMETER DIM.DIMENSION DWGS.DRAWINGS (E)EXISTING EA.EACH ELEC.ELECTRICAL EQ.EQUAL EXIST.EXISTING EXPAND.EXPANDED EXT.EXTERIOR F.C.FINISH CEILING F.F.FINISH FLOOR FLR.FLOOR F.S.FINISH SURFACE GA.GAUGE GALV.GALVANIZED G.L.GRID LINE GYP. BD.GYPSUM BOARD HT.HEIGHT H.V.A.C.HEATING / VENTILATION / AIR CONDITIONING INT.INTERIOR MAX.MAXIMUM M.B.MACHINE BOLT MECH.MECHANICAL MIN.MINIMUM MTL.METAL (N)NEW N/A NOT APPLICABLE N.I.C.NOT IN CONTRACT N.T.S NOT TO SCALE. O.C.ON CENTER PNT.PAINT P.T.PRESSURE TREATED REF.REFERENCE REQ'D REQUIRED RM.ROOM S.S.STAINLESS STEEL SIM.SIMILAR STL.STEAL STLS.STAINLESS STRUCT.STRUCTURE(AL) STOR.STORAGE SUSP.SUSPENDED T.B.D.TO BE DETERMINED THK.THICK T.O.W.TOP OF WALL TYP.TYPICAL U.N.O.UNLESS NOTED OTHERWISE V.I.F.VERIFY IN FIELD V.S.VENT SHAFT W/WITH W.C.WATER CLOSET WD.WOOD W.H.WATER HEATER W.P.WATERPROOFING MEMBRANE EXP. DATE: 09/30/2024 Scale Drawing No. Drawn By Checked By Project Title Drawing Title Date Project No. North DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. No. Revisions Date By Stamp Jonathan Wang Design Retains Design Copyright over Design Drawings & Specifications. DESIGNER JONATHAN WANG DESIGN 12621 WASHINGTON PL. LOS ANGELES, CA 90066 626.684.6651 STRUCTURAL JUNFEI CHEN DEYI CONSULTANTS, INC 2725 WHISPERING TRL. IRVINE, CA92602 T: (949) 656 -6134 E: JUNFEI.CHEN@DEYICONSULTANTS.COM CLIENT JCOSME INTERNATIONAL INC. A: E: TONYTIAO@AOL.COM T: (626)233-5699 JWANG@JONATHANWANGDESIGN.COM WWW.JONATHANWANGDESIGN.COM The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. Copyright Notice 19224 E WALNUT DR, N, UNIT A. CITY OF INDUSTRY, CA 91748 A0.02 GENERAL NOTES Project Number Issue Date Author MAISON KOSE, SANTA ANITA FASHION PARK Checker SPACE K3, 400 SOUTH BALDWIN AVENUE ARCADIA, CA 91007 EXP. DATE: 09/30/2024 Scale Drawing No. Drawn By Checked By Project Title Drawing Title Date Project No. North DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. No. Revisions Date By Stamp Jonathan Wang Design Retains Design Copyright over Design Drawings & Specifications. DESIGNER JONATHAN WANG DESIGN 12621 WASHINGTON PL. LOS ANGELES, CA 90066 626.684.6651 STRUCTURAL JUNFEI CHEN DEYI CONSULTANTS, INC 2725 WHISPERING TRL. IRVINE, CA92602 T: (949) 656 -6134 E: JUNFEI.CHEN@DEYICONSULTANTS.COM CLIENT JCOSME INTERNATIONAL INC. A: E: TONYTIAO@AOL.COM T: (626)233-5699 JWANG@JONATHANWANGDESIGN.COM WWW.JONATHANWANGDESIGN.COM The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. Copyright Notice 19224 E WALNUT DR, N, UNIT A. CITY OF INDUSTRY, CA 91748 A0.03 ACCESSIBILITY DETAILS Project Number Issue Date Author MAISON KOSE, SANTA ANITA FASHION PARK Checker SPACE K3, 400 SOUTH BALDWIN AVENUE ARCADIA, CA 91007 EXP. DATE: 09/30/2024 Scale Drawing No. Drawn By Checked By Project Title Drawing Title Date Project No. North DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. No. Revisions Date By Stamp Jonathan Wang Design Retains Design Copyright over Design Drawings & Specifications. DESIGNER JONATHAN WANG DESIGN 12621 WASHINGTON PL. LOS ANGELES, CA 90066 626.684.6651 STRUCTURAL JUNFEI CHEN DEYI CONSULTANTS, INC 2725 WHISPERING TRL. IRVINE, CA92602 T: (949) 656 -6134 E: JUNFEI.CHEN@DEYICONSULTANTS.COM CLIENT JCOSME INTERNATIONAL INC. A: E: TONYTIAO@AOL.COM T: (626)233-5699 JWANG@JONATHANWANGDESIGN.COM WWW.JONATHANWANGDESIGN.COM The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. Copyright Notice 19224 E WALNUT DR, N, UNIT A. CITY OF INDUSTRY, CA 91748 A0.04 GREEN BUILDING CODE REQUIREMENT Project Number Issue Date Author MAISON KOSE, SANTA ANITA FASHION PARK Checker SPACE K3, 400 SOUTH BALDWIN AVENUE ARCADIA, CA 91007 EXP. DATE: 09/30/2024 Scale Drawing No. Drawn By Checked By Project Title Drawing Title Date Project No. North DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. No.Revisions Date By Stamp Jonathan Wang Design Retains Design Copyright over Design Drawings & Specifications. DESIGNER JONATHAN WANG DESIGN 12621 WASHINGTON PL. LOS ANGELES, CA 90066 626.684.6651 STRUCTURAL JUNFEI CHEN DEYI CONSULTANTS, INC 2725 WHISPERING TRL. IRVINE, CA92602 T: (949) 656 -6134 E: JUNFEI.CHEN@DEYICONSULTANTS.COM CLIENT JCOSME INTERNATIONAL INC. A: E: TONYTIAO@AOL.COM T: (626)233-5699 JWANG@JONATHANWANGDESIGN.COM WWW.JONATHANWANGDESIGN.COM The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. Copyright Notice 19224 E WALNUT DR, N, UNIT A. CITY OF INDUSTRY, CA 91748 A0.05 PRODUCT SPEC SHEET Project Number Issue Date Author MAISON KOSE, SANTA ANITA FASHION PARK Checker SPACE K3, 400 SOUTH BALDWIN AVENUE ARCADIA, CA 91007 www.dynamicclosures.com Commercial Roll Up Doors If you want a motorized operator, or have limited space at the sides of the opening for storing the door curtain, choose on overhead rolling closure. Ouroverhead rolling grilles have a just as much selection of materials, patterns, and finishes and colors as our side folding models. With a compactroll and minimalhead plate requirements,this security enclosureallows for avery polished appearance. This line can have motorized or manual operation, and there are dozens of options for materials, patterns, finishes, and colors. This is a great door for securing retail spaces, pharmacies,“store within a store”spaces, and counters like airport kiosks. The curtain arrives already wrapped on the barrel, and it’s ready to just lift into place for your contractors. The roll itselfis also much lighter than others, making for easier handling. Lift Ready Labyrinth Lift Ready Portcullis Lift Ready Pristine Lift Ready Ventana Lift Ready Vortex Curtain and Barrel Pre-wrapped Drop-In Ready endplates Manual Operation Standard Cylinder Locking Bottom Bar Clear Anodized Finish Features: Crank, Hoist, Electric Motor Operation Hood and Fascia (with color options) In Stock Finish - Clear and Black anodized Custom Anodized - Bronze, Light Bronze, Champagne Anodized Custom RAL - RAL Powder Coat Finish (Excluding SL Paravent) Options Aluminum Angles Clear Anodized (FOW "E" or "Z") Steel Tubes Prime Painted with Mounting Saddle Battery Back Up Maintain a fully operational Access Control System during power outages and brownouts Mounting Type Lift Ready Rolling Doors Product Specifications If you have tight deadlines, a small installation budget, or a lot of doors to install, the Lift Ready Roll Up Security Door is a great solution.It’s available for spaces up to 24’ wide by 12’ tall. Larger dimensions can be created for custom doors. The Lift Ready header plate is more compact (only 15” [381] square) thanwith other doors of the same size for acleaner visual look. Lift ReadyPortcullis Lift ReadyPristine Lift ReadyVentana Series Model Description Max Height Max Width Panel Width Curtain Weight Lift Ready Labyrinth Open Air Grille 150 [3810] 288 [7315] 1.75 [44] 0.786 lb/ft² [4 kg/m²] Lift Ready Portcullis Open Air Grille Perforated Aluminum 150 [3810] 288 [7315] 1.75 [44] 150 [3810] 288 [7315] 3.75 [95] 0.786 lb/ft² [4 kg/m²] Lift Ready Pristine Solid & Polycarbonate 150 [3810] 288 [7315] 3 [76]1.1 lb/ft² [5 kg/m²] Lift Ready Ventana 1.125 lb/ft² [5 kg/m²] Lift Ready Vortex Solid Aluminum 150 [3810] 288 [7315] 2.375 [60] 1.63 lb/ft² [8 kg/m²] Lift ReadyPortcullis Lift ReadyVentana www.dynamicclosures.com Lotos Color Tuning LED Recessed Kit (6-Pack) By WAC Lighting Call Us (877) 875-3619 Lotos Color Tuning LED Recessed Kit (6-Pack) By WAC Lighting Product Options Size: 4 Inch Details Switchable color temp from 2700K, 3000K, 3500K, 4000K & 5000K Easily installed as either a remodel or new construction with an optional frame-in kit sold separately Translucent acrylic diffuser Dimensions 4 Inch Option Transformer: Length 4.6", Width 4.6", Height 1.25" 4 Inch Option Trim: Height 1", Diameter 4.75", Cutout 4.25" Lighting 4 Inch Lamp Type LED Built-in Total Lumens 725 Total Watts 8.00 Volts 120 /277 Volt Average Lifespan (Hours) 50,000 CRI 90 Equivalent Halogen, CFL or LED Bulb Can Be Used No Additional Details Product URL: https://www.lumens.com/lotos-color-tuning-led-recesse d-kit-6-pack-by-wac-lighting-WAC2319660.html Rating: ETL Listed Wet Notes: Prepared by: Prepared for: Project: Room: Placement: Approval: ITEM#: WAC2319660 1 20 L-01 Summit ACLED 15W Beamshift Line Voltage Head By WAC Lighting Call Us (877) 875-3619 Summit ACLED 15W Beamshift Line Voltage Head By WAC Lighting Product Options Finish: White, Option: Cylinder Head, Light Option: L-Track Details Driverless LED technology Compact design Easy change of beam angles in field Performs better than a halogen 50W MR16 High quality consistent beam pattern 1 additional lens accessory can be used 90° vertical aiming & 360° horizontal LED rated for 50,000 hours Easy change of lenses or accessories Dims with a electronic low voltage (ELV) dimmer 100% to 10% 600 lumens when using the spot lens configuration Material: Diecast Aluminum Installation Type: Track ETL Listed Warranty: 5 years Made In China Dimensions Cylinder Head Option Head: Width 3.75", Height 6.13", Depth 2.63", Diameter 2.63" Lighting L-Track Lamp Type LED Built-in Total Lumens 750 Total Watts 15.00 Volts 120 Color Temp 3000 (Soft White) CRI 90 Equivalent Halogen, CFL or LED Bulb Can Be Used No Additional Details Product URL: https://www.lumens.com/summit-acled-15w-beamshift- line-voltage-head-by-wac-lighting-WAC517125.html Rating: ETL Listed Notes: Prepared by: Jonathan Wang 12621 Washington Pl 202 Los Angeles, CA 90066 (626) 684-6651 Prepared for: Project:MAISON KOSE Room: Placement:TRACK LIGHT Approval: ITEM#: WAC517125 L-02 Page 1 of 3 10715 Springdale Ave, Suite 4, Santa Fe Springs, CA 90670 Tel: 888.287.9228 | Fax: 888.258.9183 | support@alphalite.com | alphalite.com Project Name catalog No. tyPe Note Date LED UtiLity Wrap LUminairE DEscription spEciFication FEatUrEs The Alphalite LBW Series Utility Wrap Luminaire provides high light levels for commercial, industrial, retail and residential applications. Fixtures can be used in storage/utility ares, coves, display cases, shops, task and general area lighting. Low profile design offers easy handling and storage. appLicationVersatile solution for general illumination from surface-mounted fixture. Ideal for corridors, hallways, stairwells, closets, storage rooms, and spaces that demand energy demand reduction and high quality light. ElectricalLuminaire utilizes long life, high efficacy LEDs and a highly efficient, reliable LED driver. 120V-277V input voltage for increased versatility. 0-10V continuous dimming comes standard. Ideal when used in conjunction with controls and sensors. Comes equipped with quick disconnect for compliance with US code. opticsThe LBW’s LED light engine and integrated optics delivers enhanced light quality and distribution. Precision-formed diffuser and reflector are designed LED light consistently, reducing glare and pixelation. Certifications / Regulatory UL/cUL listed. All components used have UL approval. UL Class 2. Power supply: SCP, OTP, OVP protection, FCC Part 15 Class B, UL8750 Class 2. DLC Premium listed. Warranty7-year limited warranty. See complete warranty terms for details. Benefits- Lower installation costs and reduced maintenance costs- Attractive ROI and lower energy costs- Ideal for use with sensors and advanced controls- High quality light for a more productive space- Convenient access to replaceable, standard components reduces life cycle costs ConstructionReflector utilizes highly reflective powder coat finish. Diffuser requires no additional frame or fastener for easy installation. Tool-less removal of diffuser allows access to LED array. LED module and driver are replaceable. LED module and driver are replaceable. Housing and optics maintain damp location rating with all internal components. FinishHighly reflective finish. Baked white paint, applied after fabrication. Quick Ship Product LBW series leD Utility Wrap luminaire LBW-4L(40S)/835 LBW-4L(40S)/840 orDEring inFormation Sample Number: LBW-4L(40S)/840 LBW series LBW - LED Utility Wrap Luminaire Form Factor 2 - 2’ 4 - 4’ cri 8 - 83+ CRI Dimming (Blank) - 0-10V Continuous Dimming cct 35 - 3500K 40 - 4000K 50 - 5000K Emergency Backup EM700 - 700lm EM1400 - 1400lm EM2000 - 2000lm Controls mms - Integrated step dimming microwave motion sensor with sync function os - Integrated step dimming PIR occupancy sensor DL - Integrated daylight harvesting smc - Smart Control System Input Voltage (Blank) - 120V-277V Lumen Package VL - Very Low Wattage L - Low Wattage *See energy data for details L 8 40 Options (Blank)(Blank)4 L-03 EXP. DATE: 09/30/2024 LOCATION OF SPACE K3 DISTANCE BETWEEN K3 STOREFRONT EXIT DOORWAY TO MALL EXIT: 764 FEET DISTANCE BETWEEN K3 REAR EXIT DOORWAY TO MALL EXIT: 892 FEET SPACE K3 Scale Drawing No. Drawn By Checked By Project Title Drawing Title Date Project No. North DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. No. Revisions Date By Stamp Jonathan Wang Design Retains Design Copyright over Design Drawings & Specifications. DESIGNER JONATHAN WANG DESIGN 12621 WASHINGTON PL. LOS ANGELES, CA 90066 626.684.6651 STRUCTURAL JUNFEI CHEN DEYI CONSULTANTS, INC 2725 WHISPERING TRL. IRVINE, CA92602 T: (949) 656 -6134 E: JUNFEI.CHEN@DEYICONSULTANTS.COM CLIENT JCOSME INTERNATIONAL INC. A: E: TONYTIAO@AOL.COM T: (626)233-5699 JWANG@JONATHANWANGDESIGN.COM WWW.JONATHANWANGDESIGN.COM The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. Copyright Notice 19224 E WALNUT DR, N, UNIT A. CITY OF INDUSTRY, CA 91748 12" = 1'-0" A1.00 SITE PLAN Project Number Issue Date Author MAISON KOSE, SANTA ANITA FASHION PARK Checker SPACE K3, 400 SOUTH BALDWIN AVENUE ARCADIA, CA 91007 CONTRACT ALERT: CONTRACTOR IS TO FIELD VERIFY ALL DIMENSIONS AND NOTIFY DESIGNER OF ANY DISCREPANCIES. A PLUS/MINUS DIMENSION IS INDICATED WHEREVER A PARTICULAR DISTANCE IS NOT CRITICAL. 1. APPROVED BUILDING ADDRESS NUMBERS SHALL BE PROVED AND MAINTAINED SO AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET FRONTING THE PROPERTY. THE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND, BE ARABIC NUMERALS OR ALPHABET LETTERS, AND BE A MINIMUM OF 8 INCHES HIGH WITH A MINIMUM STROKE WIDTH OF 5 INCH. CVIFD STANDARD #122 AND CFC CHAPTER 5, SECTION 505.1. 2. CURTAINS, DRAPES AND OTHER DECORATIVE MATERIALS SUSPENDED FROM THE WALLS OR CEILINGS SHALL MEET THE FLAME SPREAD PROPAGATION PERFORMANCE CRITERIA OF NFPA 701 IN ACCORDANCE WITH SECTION 806.2 OR BE NONCOMBUSTIBLE. CBC CHAPTER 8. SECTION 806.1. 3. EVERY ROOM OR SPACE THAT IS AN ASSEMBLY OCCUPANCY SHALL HAVE THE OCCUPANT LOAD OF THE ROOM OR SPACE POSTED IN A CONSPICUOUS PLACE, NEAR THE MAIN EXIT OR EXIT ACCESS DOORWAY FROM THE ROOM OR SPACE. POSTED SIGNS SHALL BE OF AN APPROVED LEGIBLE PERMANENT DESIGN AND SHALL BE MAINTAINED BY THE OWNER OR AUTHORIZED AGENT. CBC CHAPTER 10, SECTION 10043. 4. THE MINIMUM WIDTH OF EACH DOOR OPENING SHALL BE SUFICIENT FOR THE OCUPANT LOAD THEREOF AND SHALL PROVIDE A CLEAR WIDTH OF NOT LESS THAN 32 INCHES. THE HEIGHT DOORS SHALL NOT BE LESS THAN 80 INCHES. CBC CHAPTER 10, SECTION 1008.1. 5. WALLS AND SOFFITS WITHIN ENCLOSED USABLE SPACES UNDER ENCLOSED AND UNENCLOSED STAIRWAYS SHALL BE PROTECTED BY 1-HOUR FIRE RESISTANCE RATED CONSTRUCTION. CBC CHAPTER 10, SECTION 1009.6.3. 6. EACH DOOR IN A MEANS OF EGRESS FROM A GROUP A ASSEMBLY AREA SHALL NOT BE PROVIDED WITH A LATCH OR LOCK UNLESS IT IS PANIC HARDWARE OR FIRE EXIT HARDWARE. CBC CHAPTER 10, SECTION 1008.110. 7. ALWAYS REFER TO THE GENERAL NOTES, SPECIFICATIONS, KEYNOTES, AND REFERENCES AND RELATED PLANS, SECTIONS, ELEVATIONS AND DETAILS. 8. BUILDING LOCATION: BLDG. LOCATION IS TO BE SET BY THE DATUM POINT SHOWN ON THIS PLAN. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ALL DIMENSIONS AND LOCATIONS FOR COMPLANCE WITH THESE PLANS AND CITY, COUNTY, STATE ORDINANCES. CONTRACTOR IS TO NOTIFY ARCHITECT/DESIGNER IMMEDIATELY OF AND DISCREPANCIES O CONDITIONS NOT CONSISTENT WITH THESE PLANS. 9. BLDG CONFIGURATION: CONTRACTOR IS TO NOTIFY DESIGNER PRIOR TO ANY WORK IF THE WORK DONE BY THE OWNER DOES NOT MATCH WHAT IS SHOWN ON THESE PLANS, THEREBY CHANGING THE STRUCTURAL AND OR AESTHETIC ELEMENTS OF THIS BUILDING. 10. DIMENSIONS: FLOOR PLAN DIMENSIONS SHALL TAKE PRECEDENCE OVER STRUCTURAL PLAN DIMENSIONS. ANY MISSING AND/OR CONFLICTING DIMENSIONS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER IMMEDIATELY FOR RESOLUTION. 11. DIMENSIONS: EXT. FACE OF FINISH,CENTERLINE OF STUDS OR POSTS UNLESS NOTIFIED OTHERWISE (U.N.O). FACE OF STUDS = FO.S. CONSISTENT WITH THESE PLANS. 12. FLOW LINES: ALL WATER (FROM RAN, HOSES, ETC) IS TO FLOW AWAY FROM THE BULDING PERIMETER AT 2% SLOPE MIN. FOR A DISTANCE OF AT LEAST 5 FT. 13. BUILDING LOCATION: SEE SITE PLAN FOR LOCATION OF BUILDING ON SITE. 14. DATUM ELEVATION: +0'-0" SET FROM FINISHED FLOOR HEIGHT OF EXISTING HOUSE GENERAL NOTES EXP. DATE: 09/30/2024 28' - 10 1/4" 3' - 0"6"2' - 6" 10 ' - 1 0 1 / 4 " 1' - 0 " 10 " 13 ' - 2 " 3' - 1 3 / 4 " 18 ' - 1 1 3 / 4 " 5' - 7 1 / 2 " 1' - 4 " 7' - 1 1/2"6' - 9"10' - 4" 38' - 3" 12' - 5 1/2"1' - 1"3' - 5" 6' - 0 " 10 ' - 1 0 1 / 4 " 13 ' - 4 1 / 4 " REMOVE (E) WALLS REMOVE (E) STOREFRONT LEASE LINE CLOSURE LINE POP OUT LEASE LINE MALL (E) ELECTRICAL PANELS TO REMAIN (E) STOCKROOM (E) SALES AREA (E) WALLS TO REMAIN (E) COLUMN TO REMAIN (E) COLUMN TO REMAIN (E) WATER HEATER TO REMAIN REMOVE (E) WALLS REMOVE (E) CASH COUNTER (E) ELEVATOR N.I.C (E) FLOOR OUTLET TO REMAIN REMOVE (E) FINISH FLOORING & BASE (E) FINISH FLOORING & BASE TO REMAIN (E) FINISH FLOORING & BASE TO REMAIN F E 5 4 (E) RESTROOM TO BE UPGRADED TO ADA RESTROOM (E) LANDLORD NEUTRAL PIER (TYP. OF 2) (E) TRANSFORMER (E) WATER COOLER TO REMAIN 6' - 5 " LA HA T 6' - 3" 6' - 7 1/4" 3' - 4 1/2"3' - 0" (E) RESTROOM (E) WALLS TO REMAINREMOVE (E) ACT CEILING @11'-10" AFF (E) ELEVATOR N.I.C REMOVE (E) STOREFRONT LEASE LINE CLOSURE LINE POP OUT LEASE LINE F E 5 4 REMOVE (E) CON-TECH LIGHTING,TYP. OF 12 REMOVE (E) 2X2 RECESSED LIGHT, TYP. OF 10 REMOVE (E) CON-TECH LIGHTING,TYP. OF 15. REMOVE (E) CON-TECH LIGHTING, TYP. OF 3 (E) RETRUN TO BE RELOCATED (E) SUPPLY TO BE RELOCATED, TYP. OF 5 REMOVE (E) ACT CEILING @10'-9" AFF GYPSUM BD. CEILING TO REMAIN, @10'-0" AFF REMOVE (E) CON- TECH LIGHTING,TYP. OF 4 S R S E E (E) GYPSUM BD. CEILING TO REMAIN, @11'-8" AFF F(E) GYPSUM BD. CEILING TO REMAIN, @8'-1/2" AFF (E) FAN TO REMAIN (E) SPRINKLER HEAD TO REMAIN (E) RESTROOM (E) STOCKROOM (E) SALES AREA REMOVE (E) WALL (E) WALL MOUNTED EXIT SIGN TO REMAIN REMOVE (E) FLUORESCENT LIGHT, TYP. OF 6 (E) FLUORESCENT LIGHT TO REMAIN, TYP. OF 6 REMOVE (E) LIGHT, TYP. OF 4 (E) EXIT SIGN TO BE RELOCATED,TYP. OF 2 (E) EMERGENCY LIGHT TO BE RELOCATED (E) ELECTRICAL PANELS TO REMAIN (E) TRANSFORMER LA HA T (E) WALLS TO REMAIN (N) INTERIOR NON BEARING WALL (E) WALLS TO BE DEMOLISHED (E) FLOOR TILES TO BE DEMOLISHED (E) FLOOR TILES TO REMAIN (E) ELEMENT TO BE DEMOLISHED LEGEND Scale Drawing No. Drawn By Checked By Project Title Drawing Title Date Project No. North DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. No. Revisions Date By Stamp Jonathan Wang Design Retains Design Copyright over Design Drawings & Specifications. DESIGNER JONATHAN WANG DESIGN 12621 WASHINGTON PL. LOS ANGELES, CA 90066 626.684.6651 STRUCTURAL JUNFEI CHEN DEYI CONSULTANTS, INC 2725 WHISPERING TRL. IRVINE, CA92602 T: (949) 656 -6134 E: JUNFEI.CHEN@DEYICONSULTANTS.COM CLIENT JCOSME INTERNATIONAL INC. A: E: TONYTIAO@AOL.COM T: (626)233-5699 JWANG@JONATHANWANGDESIGN.COM WWW.JONATHANWANGDESIGN.COM The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. Copyright Notice 19224 E WALNUT DR, N, UNIT A. CITY OF INDUSTRY, CA 91748 1/4" = 1'-0" A1.01 DEMOLISH FLOOR PLAN & RCP Project Number Issue Date Author MAISON KOSE, SANTA ANITA FASHION PARK Checker SPACE K3, 400 SOUTH BALDWIN AVENUE ARCADIA, CA 91007 GENERAL ALWAYS REFER TO THE GENERAL NOTES, SPECIFICATIONS, KEYNOTES AND REFERENCED AND RELATED PLANS, SECTIONS, ELEVATIONS AND DETAILS. 1 BUILDING LOCATION: BLDG. LOCATION IS TO BE SET BY THE DATUM POINT SHOWN ON THIS PLAN. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ALL DIMENSIONS AND LOCATIONS FOR COMPLIANCE WITH THESE PLANS AND CITY, COUNTY, STATE ORDINANOES, CONTPACTOR S TO NOTFY DESIGNER IMMEDIATELY OF AND DISCREPANCES OR CONDITIONS NOT CONSISTENT WITH THESE PLANS. 2 BLDG CONFGURATION: CONTRACTOR IS TO NOTFY DESIGNER PRIOR TO ANY WORK IF THE WORK DONE BY THE OWNER DOES NOT MATCH WHAT IS SHOWN ON THESE PLANS, THEREBY CHANGING THE STRUCTURAL AND OR AESTHETIC ELEMENTS OF THIS BUILDING. 3. DIMENSIONS: FLOOR PLAN DIMENSIONS SHALL TAKE PRECEDENCE OVER STRUCTURAL PLAN DIMENSIONS: ANY MISSING AND/OR CONFLICTING DIMENSIONS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER IMMEDATELY FOR RESOLUTION. 4. DIMENSIONS; EXT. FACE OF FINISH, CENTERLINE OF STUDS OR POSTS UNLESS NOTIFIED OTHERWISE (UN.O). FACE OF STUDS = F.O.S. CONSISTENT WITH THESE PLANS. 5. FLOW LINES: ALL WATER (FROM RAIN, HOSES, ETC) IS TO FLOW AWAY FROM THE BUILDING PERIMETER AT 2% SLOPE MIN. FOR A DISTANCE OF AT LEAST 5 FT. 6. BUILDING LOCATION: SEE SITE PLAN FOR LOCATION OF BUILDING ON SITE 7. DATUM ELEVATION: +0-0" SET FROM FINISHED FLOOR HEIGHT OF EXISTING HOUSE GENERAL NOTES SLAB REPAIR DETAIL 1/4" = 1'-0"1 DEMO FLOOR PLAN 1/4" = 1'-0"2 DEMO RCP EXP. DATE: 09/30/2024 IM C U B E I M C U B E PLEASE SEE PRODUCT SPECIFICATION PL E A S E S E E P R O D U C T S P E C I F I C A T I O N TYPE A2TYPE A1 3' - 0" TYPE A3A4 6' - 8 " 3' - 0" 6' - 8 " (E) ELEVATOR N.I.C LEASE LINE CLOSURE LINE POP OUT LEASE LINE (E) STOCKROOM WALL SHELF WALL SHELF PO S C O U N T E R @ 3 4 " A F F HIGH COUNTER DISPLAY TABLE-B DISPLAY TABLE-B DISPLAY TABLE-A (N) ADA RESTROOM(E) RESTROOM EQUIPMENT 3' - 0" C7 C2 C1 C2 C4 C5 5 4 2' - 6" 3' - 1 3 / 4 " 1' - 8" 3' - 3" TESTER TABLE 3' - 7 3 / 4 " F E (N) FULL-HEIGHT WALL (N) FULL-HEIGHT WALL (N) PARTITION (N) PARTITION(N) FULL-HEIGHT WALL 28' - 10 1/4" 1' - 8"1' - 9" 1' - 2" 3' - 3 1/2" 3' - 3 1/2" 12' - 0" SIGN ABOVE (N) DRYWALL WITH PAINT (N) ROLL UP GRILLE, SEE DETAIL ON A2.01, AND PRODUCT SPEC ON A0.05 C3 3' - 5" 5' - 7 " (E) FLOOR FINISH TO BE REFURBISH AS NECESSARY (N) 24X24 CERAMIC TILE FLOORING, FINISH (N) 8X8 CERAMIC TILE FLOORING, FINISH A3 (E) SALES AREA 8' - 9 3/4" 6' - 5 " 5' - 6 " A4 SI G N (E) LANDLORD NEUTRAL PIER (TYP. OF 2) (N) PARTITION(E) DEMISING WALL (E) DEMISING WALL (E) CORRIDOR (E) DEMISING WALL 7' - 1 1 / 4 " 7' - 1 1 / 4 " 1' - 2" 29 ' - 6 1 / 2 " 1' - 0" 11 ' - 1 1 " 1 A2.01 ____ 2 A2.02 ____ 1 A2.02 ____ 3 A2.02 ____ 6' - 6 1/4"24' - 11" A1 (E) WATER HEATER (E) WATER COOLER (E) ELECTRICAL PANELS TO REMAIN (E) TRANSFORMER LA HA T3' - 4 1/2"3' - 0" A2 3' - 0 " 1' - 6" 6' - 9" 7' - 9" 1' - 0" 1' - 0" A1.05 3 4 6 5 18' - 8 1/4"4' - 11" 1' - 10"21' - 9 1/4"4' - 11" 4' - 3 " 3' - 8 " 4' - 5 " 4' - 5 " TESTER TABLE C3 3' - 1 " HIGH COUNTER C4 8' - 0" C6 3' - 1 1 " 3' - 1 1 " 2' - 8 " 5' - 4" 3' - 4 1/4" 2' - 11" 3' - 6" 5' - 9 " 6' - 3 1 / 2 " 6' - 3 1 / 2 " 6' - 9 1 / 2 " 4' - 3 3 / 4 " 1' - 6 " 8" 1' - 6" (E) WALLS TO REMAIN (N) INTERIOR NON BEARING WALL (E) WALLS TO BE DEMOLISHED ADA 30" X 48" ACCESSIBLE FLOOR CLEARANCE 5'-0" WIDE ACCESSIBLE TURNING RADIUS CLEARANCE Scale Drawing No. Drawn By Checked By Project Title Drawing Title Date Project No. North DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. No.Revisions Date By Stamp Jonathan Wang Design Retains Design Copyright over Design Drawings & Specifications. DESIGNER JONATHAN WANG DESIGN 12621 WASHINGTON PL. LOS ANGELES, CA 90066 626.684.6651 STRUCTURAL JUNFEI CHEN DEYI CONSULTANTS, INC 2725 WHISPERING TRL. IRVINE, CA92602 T: (949) 656 -6134 E: JUNFEI.CHEN@DEYICONSULTANTS.COM CLIENT JCOSME INTERNATIONAL INC. A: E: TONYTIAO@AOL.COM T: (626)233-5699 JWANG@JONATHANWANGDESIGN.COM WWW.JONATHANWANGDESIGN.COM The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. Copyright Notice 19224 E WALNUT DR, N, UNIT A. CITY OF INDUSTRY, CA 91748 1/4" = 1'-0" A1.02 PROPOSED FLOOR PLAN Project Number Issue Date Author MAISON KOSE, SANTA ANITA FASHION PARK Checker SPACE K3, 400 SOUTH BALDWIN AVENUE ARCADIA, CA 91007 1.INTERIOR HINGED DOORS AND GATES: 51LB MAXIMUM; 2.SLIDING OR FOLDING DOORS: 5LB MAXIMUM; 3.REQUIRED FIRE DOORS: THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVY, NOT TO EXCEED 15LB; 4.DOOR CLOSERS AND GATE CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF 12 DEGREES FROM THE LATCH IS 5 SECONDS MINMUM. CBC 11B-404.2.8.1; 5. EGRESS DOOR HARDWARE SHALL BE ALWAYS OPERABLE IN DIRECTION OF EGRESS MARK TYPE WIDTH HEIGHT THICKNESS A1 SECURITY GRILLE, ROLL DOWN, AUTOMATIC 24' -0"12' -0"2" QUANTITY 1 A2 INTERIOR EXIT DOOR, 1 HR FIRE RATED W/ PANIC HARDWARE & PUSH BAR 3' -0"6' -8"1 3/4"1 A3 EXISTING EXIT DOOR,SWING, FIRE RATED W/ EXISTING PANIC HARDWARE & PUSH BAR 3' -0"6' -8"1 STATUS NEW NEW EXISTING DOOR SCHEDULE RETAIL SHELVING CABINET SCHEDULE MATERIAL ALUMINUM STEEL 1/4" = 1'-0" DOOR LEGEND 1 3/4" NOTES: HOLLOW METAL 1/4" = 1'-0"1 PROPOSED FLOOR PLAN MARK NAME WIDTH DEPTH HEIGHT C1 DISPLAY TABLE-A 5' -7"3' -5" QUANTITY 1 C2 DISPLAY TABLE-B 3' -3 1/2"2' -1 1/2"2 C3 TESTER TABLE 8' -0"4' -5"2 C4 C5 HIGH COUNTER 6' -9 1/2"2' -11"2 C6 POS COUNTER 4' -3 1/2"1' -8"1 WALL SHELF 18' -4"1' -7 1/2"1 3' -11" 2' -7 1/2" 2' -10" 2' -11" 2' -10" 10' -0" LEGEND A4 INTERIOR BATHROOM DOOR, SWING, W/LEVER 3' -0"6' -8"1 3/4"1EXISTINGSOLID CORE C7 WALL SHELF 21' -5"1' -7 1/2"110' -0" EXP. DATE: 09/30/2024 (E) ELEVATOR N.I.C (E) STOCKROOM (E) RESTROOM 3' - 0" (N) SALES AREA STORAGE 185 SF 1 OOC. OCC. LOAD REQ. DOOR WIDTH (OCC. LOAD X 0.2) PROVIDED DOOR WIDTH 1 OOC. 0.2 " 36 " RETAIL 832 SF 14 OOC. OCC. LOAD REQ. DOOR WIDTH(OCC. LOAD X 0.2) PROVIDED DOOR WIDTH 14 OOC. 2.8 " 36" OCC. LOAD REQ. DOOR WIDTH (OCC. LOAD X 0.2) PROVIDED DOOR WIDTH 1 OOC. 0.2 " 36 " COMMON PATH OF TRAVEL TO A POINT WHERE A CHOICE OF TWO EXITS IS AVAILABLE = 26' - 0" TENANT LINE COMMON PATH OF TRAVEL TO A POINT WHERE A CHOICE OF TWO EXITS IS AVAILABLE = 30' - 2" 26' - 0" 17 ' - 0 " 2' - 0 " 28' - 2" 12' - 11" 8' - 3 " COMMON PATH OF TRAVEL TO A POINT WHERE A CHOICE OF TWO EXITS IS AVAILABLE = 21' - 2" 1' - 0" O N E -T H I R D D I A G O N A = 1 3' - 7 7/2 0 " A R E A D I A G O N A L 4 0' - 1 0 1/1 6 " O N E -T H I R D D IA G O N A L = 6' - 4 1 1/2 0" A R E A D I A G O N A L 1 9' - 1 2 1/3 2" Scale Drawing No. Drawn By Checked By Project Title Drawing Title Date Project No. North DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. No.Revisions Date By Stamp Jonathan Wang Design Retains Design Copyright over Design Drawings & Specifications. DESIGNER JONATHAN WANG DESIGN 12621 WASHINGTON PL. LOS ANGELES, CA 90066 626.684.6651 STRUCTURAL JUNFEI CHEN DEYI CONSULTANTS, INC 2725 WHISPERING TRL. IRVINE, CA92602 T: (949) 656 -6134 E: JUNFEI.CHEN@DEYICONSULTANTS.COM CLIENT JCOSME INTERNATIONAL INC. A: E: TONYTIAO@AOL.COM T: (626)233-5699 JWANG@JONATHANWANGDESIGN.COM WWW.JONATHANWANGDESIGN.COM The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. Copyright Notice 19224 E WALNUT DR, N, UNIT A. CITY OF INDUSTRY, CA 91748 1/4" = 1'-0" A1.03 EGRESS PLAN Project Number Issue Date Author MAISON KOSE, SANTA ANITA FASHION PARK Checker SPACE K3, 400 SOUTH BALDWIN AVENUE ARCADIA, CA 91007 OCCUPANCY ANALYSIS (OCCUPANCY LOAD PER TABLE 1004.5) OCCUPANCY TYPE AREA OCCUPANCY LOAD FACTOR OCCUPANCY STORAGE MERCANTILE 185 SF 300 1 TOTAL BUILDING OCCUPANCY = 15 OCCUPANCY 1/4" = 1'-0"1 EGRESS PLAN RETAIL MERCANTILE 832 SF 60 14 EXP. DATE: 09/30/2024 (E) GYPSUM BD. CEILING , @11'-8" AFF F(E) GYPSUM BD. CEILING, @8'-1/2" AFF (E) FAN (E) SPRINKLER HEAD (E) STOCKROOM (E) WALL MOUNTED EXIT SIGN (E) ELEVATOR N.I.C F E 5 4 3' - 8 1/4" 3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"4' - 3"4' - 0 3 / 4 " 4' - 0 3 / 4 " 3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"4' - 3" 4' - 1 " 4' - 1 " 4' - 1 " 4' - 1 " 4' - 1 " 1' - 0 " 2' - 0 " 18' - 2" 13 ' - 1 1 / 2 " 4' - 1 1 " 4' - 1 1 " 1' - 6 " 8" 1' - 3 " 3' - 6" L-03 L-03 L-03 L-03L-03 L-03 L-01 L-01 L-01 L-01 L-01 L-01 L-01 L-01 L-01 L-01 L-01 L-01 L-01 L-01L-01L-01L-01L-01L-01L-01L-01 L-02 L-02 L-02 L-02L-02 L-02 L-02 L-02 L-02 L-02 L-02 L-02 1' - 7 " 2' - 0 " 10" 3' - 8 1/2" 3' - 0" 4' - 11" 5" 6" 3' - 0" (N) GYPSUM BD. CEILING , @12'-0" AFF 46" MONITOR 46" MONITOR (N) GYPSUM BD. CEILING , @10'-0" AFF SI G N TENANT LINES R S E E POWER SUPPLY FROM FLOOR POWER SUPPLY FROM WALL L-02 SPOT LIGHT L-01 RECESSED LIGHT RCP LEGEND SPRINKLER HEAD EMERGENCY LIGHT E S R L-03 LINEAR LIGHT HIGH LITES ATLAS SOUND RECEIVER WALL MOUNTED EXIT SIGN EXISTING RCP LEGEND 7' - 7 1 / 2 " (E) ELECTRICAL PANELS TO REMAIN (E) TRANSFORMER LA HA T 6" 6" (N) ADA RESTROOM (N) SALES AREA 1' - 9" 1' - 1 0 " 3' - 6 " 8" L-02 L-02 2' - 4"2' - 4" 8" 8" 2' - 3"2' - 9" L-02 L-02 L-02 9' - 5" 8' - 4 " 14' - 0" 7' - 0 " LIGHTING SPEC SHEET A0.05 Scale Drawing No. Drawn By Checked By Project Title Drawing Title Date Project No. North DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. No.Revisions Date By Stamp Jonathan Wang Design Retains Design Copyright over Design Drawings & Specifications. DESIGNER JONATHAN WANG DESIGN 12621 WASHINGTON PL. LOS ANGELES, CA 90066 626.684.6651 STRUCTURAL JUNFEI CHEN DEYI CONSULTANTS, INC 2725 WHISPERING TRL. IRVINE, CA92602 T: (949) 656 -6134 E: JUNFEI.CHEN@DEYICONSULTANTS.COM CLIENT JCOSME INTERNATIONAL INC. A: E: TONYTIAO@AOL.COM T: (626)233-5699 JWANG@JONATHANWANGDESIGN.COM WWW.JONATHANWANGDESIGN.COM The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. Copyright Notice 19224 E WALNUT DR, N, UNIT A. CITY OF INDUSTRY, CA 91748 1/4" = 1'-0" A1.04 PROPOSED REFLECTED CEILING PLAN Project Number Issue Date Author MAISON KOSE, SANTA ANITA FASHION PARK Checker SPACE K3, 400 SOUTH BALDWIN AVENUE ARCADIA, CA 91007 1/4" = 1'-0"1 PROPOSED RCP EXP. DATE: 09/30/2024 IM C U B E I M C U B E (N) 24 X 24 CERAMIC TILE W/ CERAMIC COVE BASE (N) 8 X 8 CERAMIC TILE W/ CERAMIC COVE BASE (E) CONCRETE FLOOR FINISH TO BE REFURBISH AS NECESSARY (E) ELEVATOR N.I.C (E) STOCKROOM (N) ADA RESTROOM (N) SALES AREA (N) 24 X 24 CERAMIC TILE W/ CERAMIC COVE BASE SALES AREA STOCKROOM RESTROOM AREA FLOORS BASES WALLS CEILINGS ROOM FINISH SCHEDULE NOTE: WALL, FLOOR AND CEILING SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATION IN CBC T-803.11 AND CBC 303.1.1. INTERIOR FLOOR FINISH AND FLOOR COVERING MATERIALS SHALL COMPLY WITH CBC 804.2 THROUGH 804.4.1. DECORATIVE MATERIALS AND TRIM INSTALLED IN BUILDINGS COVERED BY SFM SHALL COMPLY WITH THE PROVISION OF CBC 806. NOTE: ALL KITCHEN, WASHING, MOP, PREP, AND RESTROOM AREA, PROVIDE A 1'-0" CEMENT BOARD ON THE BOTTOM, & ABOVE 4'-0" DENS ARMO (MOLD RESISTANCE) AROUND THE WALL. PROVIDE MER-KRETE HYDRO GUARD 2000 ON FLOOR & WALL BASE, MER KRETE HYDRO GUARD ONE 4'-0" H. ON WALL SEE SHEET A-X FOR DETAIL. FINISHES IN ALL AREAS, OTHER THAN THE CUSTOMER WAITING OR DINING AREAS, MUST BE SMOOTH, NONABSORBENT, EASILY CLEANABLE, & DURABLE. 24 X 2 4 C E R A M I C T I L E S M O O T H F I N I S H O N L Y SM O O T H H A R D N O N A B O S O B E N T M A T E R I A L , S E C . 8 0 7 CO V E B A S E Q U A R R Y T I L E S W / M I N . 3 / 8 " R A D I U S & MI N . 4 " T A L L C O N T . S M O O T H F I N I S H VI N Y L W A L L B A S E WA S H A B L E F R P P A N E L F I N I S H CE R A M I C T I L E S M O O T H F I N I S H O N L Y SM O O T H H A R D N O N A B S O R B E N T M A T E R I A L , S E C . 8 0 7 DR Y W A L L W I T H P A I N T WA S H A B L E D R Y W A L L W / G L O S S P A I N T WA S H A B L E 2 X 4 A C O U S T I C C E I L I N G T I L E S EX P O S E D C E I L I N G ST A I N L E S S S T E E L ST A I N L E S S S T E E L ST A I N L E S S S T E E L CE R A M I C C O V E T I L E B A S E W / M I N . 3 / 8 " R A D I U S & MI N . 4 " T A L L C O N T . S M O O T H F I N I S H ST A I N L E S S S T E E L PO L I S H E D C O N C R E T E F L O O R W I T H A P P R O V E D SE A L E R , ( P E G A - C O T E 9 2 0 0 ) 8 0 0 - 2 0 1 - 0 0 2 2 EP O X Y F I N I S H WA S H A B L E G L O S S P A I N T O V E R D R Y W A L L & S M O O T H CE R A M I C T I L E S F I N I S H O N L O W E R H A L F O F W A L L 8 X 8 C E R A M I C T I L E S M O O T H F I N I S H O N L Y SM O O T H H A R D N O N A B O S O B E N T M A T E R I A L , S E C . 8 0 7 1' - 5" 17 ' ' - 1 9 ' ' 1' - 6 " 4" 33 ' ' - 3 6 ' ' 2' - 1 0 " 60'' MIN. 5' - 3 1/4" 34 ' ' M A X . 2' - 9 1 / 2 " 40 ' ' M A X . 3' - 3 1 / 2 " 17'' - 18'' 1' - 5" 24'' MIN. 2' - 2" 4' - 0 " 7' - 7 1/4" DRYWALL, PAINTED WHITE IN SEMI-GLOSS FINISH, TYP. BOD: BENJAMIN MOORE SWISS COFFEE OC-45 WHITE SUBWAY TILE IN POLISHED FINISH, TYP. BOD: DALTILE COLOR WHEEL CLASSIC IN ARCTIC WHITE OR EQUAL MIN. 4'' TALL CERAMIC TILE COVE WALL BASE 34 ' ' M A X . 2' - 9 1 / 2 " 40 ' ' M A X . 3' - 3 1 / 2 " 4" 4' - 0 " 4' - 0 " 4" 7'' - 9'' 8" 19 ' ' M I N . 1' - 9 " 33 ' ' - 3 6 ' ' T O T O P O F G R A B B A R S 2' - 9 " 40 ' ' M A X . 3' - 3 1 / 2 " 33 ' ' - 3 6 ' ' 2' - 1 0 " 12'' MAX. 11 1/2" 3' - 6'' MIN. 3' - 6" 6' - 5" 4' MIN. 4' - 3" 24'' MIN. 2' - 3 1/2" 4" 17 ' ' - 1 9 ' ' 1' - 6 " 4' - 0 " Scale Drawing No. Drawn By Checked By Project Title Drawing Title Date Project No. North DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. No.Revisions Date By Stamp Jonathan Wang Design Retains Design Copyright over Design Drawings & Specifications. DESIGNER JONATHAN WANG DESIGN 12621 WASHINGTON PL. LOS ANGELES, CA 90066 626.684.6651 STRUCTURAL JUNFEI CHEN DEYI CONSULTANTS, INC 2725 WHISPERING TRL. IRVINE, CA92602 T: (949) 656 -6134 E: JUNFEI.CHEN@DEYICONSULTANTS.COM CLIENT JCOSME INTERNATIONAL INC. A: E: TONYTIAO@AOL.COM T: (626)233-5699 JWANG@JONATHANWANGDESIGN.COM WWW.JONATHANWANGDESIGN.COM The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. Copyright Notice 19224 E WALNUT DR, N, UNIT A. CITY OF INDUSTRY, CA 91748 As indicated A1.05 FINISH PLAN & SCHEDULE Project Number Issue Date Author MAISON KOSE, SANTA ANITA FASHION PARK Checker SPACE K3, 400 SOUTH BALDWIN AVENUE ARCADIA, CA 91007 1/4" = 1'-0"1 FINISH PLAN NOTE: ALL INTERIOR FINISH COMPLIANCE WITH 803.1 AND TABLE 803.13 FLAME SPREAD PROVISIONS. 1/2" = 1'-0"3 RESTROOM ELEVATION A 1/2" = 1'-0"4 RESTROOM ELEVATION B 1/2" = 1'-0"5 RESTROOM ELEVATION C 1/2" = 1'-0"6 RESTROOM ELEVATION D EXP. DATE: 09/30/2024 I M CUBE I M CUBE 2' - 1 1/2"2' - 1 1/2"1' - 10"1' - 10" 12 ' - 0 " 10 ' - 0 " 13 ' - 1 1 " 27' - 8 1/2" 24' - 0 1/2" 2' - 0 " 7' - 1 1/4"5' - 7"7' - 1 1/4" 32' - 2 1/2" 13' - 1" 10"10" 5' - 5 3/4"1' - 10"2' - 3"5' - 5 3/4"1' - 10"2' - 3" LEASE LINE 4 5 EXISTING LANDLORD CONSTRUCTION TO REMAIN UNALTERED(HATCHED AREA) EXISTING LANDLORD CONSTRUCTION TO REMAIN UNALTERED(HATCHED AREA) 4' - 1 1 " 4' - 1 1 " 2' - 7 1 / 2 " 2' - 1 1/2" 2' - 1 0 " LEASE LINECLOSURE LINE POP OUT LEASE LINE DISPLAY TABLE-B DISPLAY TABLE-B DISPLAY TABLE-A 5 E (N) PARTITION 1' - 2 " OUTLINE OF STOREFRONT BOX SIGN (E) LANDLORD NEUTRAL PIER (TYP. OF 2) (N) PARTITION 2' - 3" 1' - 2 " 1 A2 . 0 1 _ _ _ _ 4 46" MONITOR 46" MONITOR (N) ROLL UP GRILLE, SEE DOOR SCHEDULE ON A2.01 OUTLINE OF BULKHEAD ABOVE G.C. TO PROVIDE NEW MALL TILE TO MATCH EXISTING 6 1 / 2 " 6 1 / 2 " 3' - 3 1 / 2 " 1' - 2 " 1' - 10"1' - 10"2' - 3" 4' - 1 1 " 4' - 1 1 " 32" MONITOR 6" LEASE LINE POP OUT LEASE LINE SALES AREA MALL SIGN LED LIGHT 5/8" GYPSUM BD. FINISH 5/8" GYPSUM BD. FINISH 2" METAL STUDS 4" MTAL STUDS 5/8" GYPSUM BD. FINISH STOREFRONT ROLL-UP GRILLE EXISTING CONSTRUCTION BY LANDLORD(HATCH AREA) 4" MTAL STUDS UP TO STRUCTURE ABOVE DISPLAY TABLE B OUTLINE OF DOWNLIGHT FIXTURE 2' - 7 1 / 2 " 3' - 3 1/2" 3' - 8 3 / 4 " 4' - 1 1 " 2' - 0 1/4" 2' - 4 1 / 2 " 1' - 2" 6 1/2" 6" 1' - 5 1/2" Scale Drawing No. Drawn By Checked By Project Title Drawing Title Date Project No. North DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. No.Revisions Date By Stamp Jonathan Wang Design Retains Design Copyright over Design Drawings & Specifications. DESIGNER JONATHAN WANG DESIGN 12621 WASHINGTON PL. LOS ANGELES, CA 90066 626.684.6651 STRUCTURAL JUNFEI CHEN DEYI CONSULTANTS, INC 2725 WHISPERING TRL. IRVINE, CA92602 T: (949) 656 -6134 E: JUNFEI.CHEN@DEYICONSULTANTS.COM CLIENT JCOSME INTERNATIONAL INC. A: E: TONYTIAO@AOL.COM T: (626)233-5699 JWANG@JONATHANWANGDESIGN.COM WWW.JONATHANWANGDESIGN.COM The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. Copyright Notice 19224 E WALNUT DR, N, UNIT A. CITY OF INDUSTRY, CA 91748 As indicated A2.01 STOREFRONT ELEVATION SECTIONS AND DETAILS Project Number Issue Date Author MAISON KOSE, SANTA ANITA FASHION PARK Checker SPACE K3, 400 SOUTH BALDWIN AVENUE ARCADIA, CA 91007 1/2" = 1'-0"1 STOREFRONT ELEVATION 3/4" = 1'-0"3 STOREFRONT SECTION 1 ' - 0 " 2 PL A N 24'-0" 24'-0" 25'-3/4" SECURITY DOOR ELEVATION PROVIDED FOR REFERENCE SEE STRCT S-1 FOR ATTACHMENT AND A0.05 FOR DOOR SPEC 1/2" = 1'-0"1 STOREFRONT ELEVATION FLOOR PLAN/2 EXP. DATE: 09/30/2024 32inch MONITOR 32inch MONITOR 32inch MONITOR 32inch MONITOR IM C U B E IM C U B E 32inch MONITOR 32inch MONITOR 32inch MONITOR 32inch MONITOR 32inch MONITOR 32inch MONITOR 13 ' - 1 1 " 46" MONITOR 3' - 5" 3' - 1 1 " 3' - 6"2' - 11"17' - 7 3/4" 16' - 1 3/4" 1' - 0" (E) STOCKROOM FE 1' - 8 " 10 ' - 0 " 6"6" 12 ' - 0 " 11 ' - 8 " 12 ' - 0 " 4" 1' - 2" 10 ' - 0 " 5' - 4"3' - 4 1/4"8' - 0" 3' - 1" 10" 29' - 6 1/2" 4 5 2' - 0 " 13 ' - 1 1 " 12 ' - 0 " 2' - 1 0 " 10 ' - 0 " 1' - 7 1/2" 4' - 3 3/4"6' - 9 1/2"6' - 9 1/2"1' - 7 1/2"5' - 9" 10" 10 ' - 0 " 10 ' - 0 " 2' - 0 " 8' - 5 3/4" 13 ' - 1 1 " 3' - 5" 3' - 1 1 " 3' - 6"2' - 11"17' - 7 3/4" 16' - 1 3/4" 1' - 0" (E) STOCKROOM F E 1' - 8 " 10 ' - 0 " 6"6" 12 ' - 0 " 46" MONITOR10 ' - 0 " 5' - 4"3' - 4 1/4"8' - 0" 21' - 5" Scale Drawing No. Drawn By Checked By Project Title Drawing Title Date Project No. North DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. No.Revisions Date By Stamp Jonathan Wang Design Retains Design Copyright over Design Drawings & Specifications. DESIGNER JONATHAN WANG DESIGN 12621 WASHINGTON PL. LOS ANGELES, CA 90066 626.684.6651 STRUCTURAL JUNFEI CHEN DEYI CONSULTANTS, INC 2725 WHISPERING TRL. IRVINE, CA92602 T: (949) 656 -6134 E: JUNFEI.CHEN@DEYICONSULTANTS.COM CLIENT JCOSME INTERNATIONAL INC. A: E: TONYTIAO@AOL.COM T: (626)233-5699 JWANG@JONATHANWANGDESIGN.COM WWW.JONATHANWANGDESIGN.COM The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. Copyright Notice 19224 E WALNUT DR, N, UNIT A. CITY OF INDUSTRY, CA 91748 1/4" = 1'-0" A2.02 INTERIOR ELEVATIONS Project Number Issue Date Author MAISON KOSE, SANTA ANITA FASHION PARK Checker SPACE K3, 400 SOUTH BALDWIN AVENUE ARCADIA, CA 91007 1/4" = 1'-0"2 ELEVATION B 1/4" = 1'-0"1 ELEVATION C 1/4" = 1'-0"3 ELEVATION D EXP. DATE: 09/30/2024 Scale Drawing No. Drawn By Checked By Project Title Drawing Title Date Project No. North DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. No. Revisions Date By Stamp Jonathan Wang Design Retains Design Copyright over Design Drawings & Specifications. DESIGNER JONATHAN WANG DESIGN 12621 WASHINGTON PL. LOS ANGELES, CA 90066 626.684.6651 STRUCTURAL JUNFEI CHEN DEYI CONSULTANTS, INC 2725 WHISPERING TRL. IRVINE, CA92602 T: (949) 656 -6134 E: JUNFEI.CHEN@DEYICONSULTANTS.COM CLIENT JCOSME INTERNATIONAL INC. A: E: TONYTIAO@AOL.COM T: (626)233-5699 JWANG@JONATHANWANGDESIGN.COM WWW.JONATHANWANGDESIGN.COM The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. Copyright Notice 19224 E WALNUT DR, N, UNIT A. CITY OF INDUSTRY, CA 91748 1/4" = 1'-0" A3.01 DETAILS Project Number Issue Date Author MAISON KOSE, SANTA ANITA FASHION PARK Checker SPACE K3, 400 SOUTH BALDWIN AVENUE ARCADIA, CA 91007 1 Commercial Plan Corrections 10/20/2023 1 1 16 GA UNPUNCHED TRACT (W/ 1.1/2" LEG) W/ #10 SCREWS EA STUD. SEE CONNECTION SCHEDULE IN DETAIL 1/- #10 SCREW @ EACH FLANGE T&B CEILING JOIST 1" 1" LOWER CEILING JOIST VERTICAL 362S162-33 MEMBER 362S162-33 MIN. @16" O.C. TYP. (2) SHOT PINS @ 16" O.C. SHOT PINS SHALL BE HILTI X-U 0.157" DIA POWER DRIVEN FASTENER PER ICC ESR-2269 OR APPROVED EQUAL. PIN SHALL PENETRATE CONCRETE EXACTLY 1". PROVIDE PINS WITH 6" EOF END OF TRACT (E) CONC FLOOR 250T125-33 TRACK W/ (2) #8 SCREWS FR. TRACK TO STUDS 4.PARTIOTION WALL TO CEILING TYP. DETAIL METAL STUD, SEE STR. S-2 FORMOUNTING DETIAL BOTTOM TRACK ANCHOR SEE DETAIL 1/A3.01 12 ' - 0 ' ' 12 ' - 0 ' ' (E) CONC. DECK ABOVE, SEE STR.S-2 FOR MOUNTING DETIAL 1 METAL STUD, SEE STR. S-2 FORMOUNTING DETIAL BOTTOM TRACK ANCHOR SEE DETAIL 1/A3.01 12 ' - 0 ' ' 12 ' - 0 ' ' (E) CONC. DECK ABOVE, SEE STR.S-2 FOR MOUNTING DETIAL 16 ' - 0 ' ' V . I . F 1 11 ' - 8 ' ' 12 ' - 0 ' ' 12 ' - 0 ' ' EXP. DATE: 09/30/2024 1 (2) 0.157'' DIAMETER HILTI X-U SHOTPIN (LARR#25675) (3)-#12 S.M.S 362S162-33 BRACE @48'' O.C.(ICC ESR-3064P 2 2 Commercial Plan Corrections 11/30/2023 362S162-33 BRACE @48'' O.C. (ICCESR-3064P) 362S162-33BRACE @48''O.C. (ICCESR-3064P) 2 11/30/2023 Scale Drawing No. Drawn By Checked By Project Title Drawing Title Date Project No. North DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. No.Revisions Date By Stamp Jonathan Wang Design Retains Design Copyright over Design Drawings & Specifications. DESIGNER JONATHAN WANG DESIGN 12621 WASHINGTON PL. LOS ANGELES, CA 90066 626.684.6651 STRUCTURAL JUNFEI CHEN DEYI CONSULTANTS, INC 2725 WHISPERING TRL. IRVINE, CA92602 T: (949) 656 -6134 E: JUNFEI.CHEN@DEYICONSULTANTS.COM CLIENT JCOSME INTERNATIONAL INC. A: E: TONYTIAO@AOL.COM T: (626)233-5699 JWANG@JONATHANWANGDESIGN.COM WWW.JONATHANWANGDESIGN.COM The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. Copyright Notice 19224 E WALNUT DR, N, UNIT A. CITY OF INDUSTRY, CA 91748 A3.02 DETAILS - ROLL DOWN GATE Project Number Issue Date Author MAISON KOSE, SANTA ANITA FASHION PARK Checker SPACE K3, 400 SOUTH BALDWIN AVENUE ARCADIA, CA 91007 2 Commercial Plan Corrections 11/30/2023 2 EXP. DATE: 09/30/2024 PER S-1 DETAIL BOTTOM OF STEEL TUBE TO FLOOR PER S-1 DETAIL ATTACH DOOR GUIDES TO HSS PER MANUFACTURER GUIDE SCREWS #10. FOLLOW PRE-DRILLED HOLES SPACING TO SECURE GUIDE. NOTE: DOOR SHALL BE INSTALLED BY MANUFACTURER APPROVED VENDOR ONLY P-1 W/ CBS INDICATES VERTICAL POST. INDICATES POST SIZE. INDICATES POST HARDWARE AT BOTTOM OF POST. IF POST IS SUPPORTED BY AN ELEVATED FLOOR, PROVIDE BLOCKING (EQUAL TO THE POST ABOVE AND BELOW). NOTES 1.THE GENERAL CONDITIONS, SPECIFICATIONS, STRUCTURAL DETAILS, AND THE FOLLOWING APPLY TO THE WORK. 2.CONTRACTOR SHALL CHECK DIMENSIONS AGAINST THE ARCHITECTURAL PLAN AND NOTIFY THE ARCHITECT AND ENGINEER OF ANY OMISSIONS AND/OR DISCREPENCIES BEFORE STARTING WORK. 3.NON-BEARING INTERIOR WALL FRAMING SHALL BE IN ACCORDANCE WITH 3/S 3.00. 4.CONNECTION OF NON-BEARING INTERIOR WALLS TO SLAB ON GRADE SHALL BE IN ACCORDANCE WITH 10/S 3.00. 5.CONNECTION OF NON-BEARING INTERIOR WALLS TO CONCRETE SLAB ABOVE SHALL BE IN ACCORDANCE WITH 17/S 3.00. 6.TOP PLATE SPLICES SHALL BE IN ACCORDANCE WITH 21/S 3.00. BOTTOM PLATE SPLICES SHALL BE IN ACCORDANCE WITH 19/S 3.00. 7.CONNECTIONS OF STUDS TO TRACK SHALL BE IN ACCORDANCE WITH 23/S 3.00. LEGEND S-1 PCC#1 11/06/2023 1/4 CONCRETE SLAB PER PLAN 3" MI N 1/2" STEEL PLATE A A (4) 1/2"Ø TITEN HD 1/4 1/4 COLUMN PER PLAN A A MI N 1/2" STEEL PLATE (4) 1/2"Ø TITEN HD 3" 10"x10"x1/2" SECTION A-A PLATE 7" TYP. 1.ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST AISC SPECIFICATIONS AND THE CODE OF STANDARD PRACTICE. LICENSED FABRICATORS SHALL BE APPROVED BY THE JURISDICTION. 2.ALL STEEL EXCEPT PIPE, TUBE & W ASTM A-36 PIPE ASTM A-53, TYPE E OR S, GRADE B ROUND HSS ASTM A-500, GRADE C RECTANGULAR HSS ASTM A-500, GRADE C W-SHAPE ASTM A-992 3.BOLTS ·HIGH STRENGTH BOLTS ASTM F3125 GRADE A325 ·ALL OTHER BOLTS ASTM A307 GRADE A 4. THREADED RODS ·HIGH STRENGTH RODS ASTM A193 GRADE B7 OR A449 OR F1554 ·ALL OTHER RODS ASTM A36 OR ASTM F1554 GRADE 36 5.ANCHOR RODS ·HIGH STRENGTH ASTM A193 GRADE B7 OR ASTM A449 OR F1554 ·ALL OTHER RODS ASTM A307 GRADE A OR ASTM F1554 GRADE 36 6.BOLT HOLES ·MINIMUM EDGE DISTANCE AISC TABLE J3.4 ·MINIMUM SPACING 3 BOLT DIAMETER ·HIGH STRENGTH BOLTS FRICTION TYPE WITH CLASS A FAYING SURFACE 7.MINIMUM FILLET WELD AISC TABLE J2.4 8.ALL FIELD WELDING TO BE CONTINUOUSLY INSPECTED BY A SPECIAL INSPECTOR QUALIFIED IN WELDING. FIELD WELDERS MUST BE APPROVED BY THE JURISDICTION. 9.ALL SHOP WELDS SHALL BE PERFORMED BY A LICENSED FABRICATOR'S SHOP APPROVED BY THE JURISDICTION. 10.ALL UNEXPOSED STEEL STEEL STRUCTURES PAINTING COUNCIL SPECIFICATION 1(5)687. 11.EXPOSED STEEL HOT-DIPPED GALVANIZED 12.EXPANSION ANCHORS KWIK BOLT TZ BY HILTI, ICC-ES ESR-1917 13.SCREW ANCHORS TITEN HD BY SIMPSON, ICC-ES ESR-2713 14.POWDER ACTUATED FASTENERS 0.145" DIAMETER PER ICC-ES ESR-2379 (COLA RR#25708 (HILTI OR APPROVED EQ) 0.157" DIAMETER PER ICC-ES ESR-2269 (COLA RR#25675) (HILTI OR APPROVED EQ) 15.ALL WALLS SHALL HAVE FASTENERS PLACED AT 6" FROM ENDS OF SILL PLATES. INSTALL PER ICC REPORT REQUIREMENT AND MANUFACTURER'S RECOMMENDATIONS. 16.LIGHT GAGE COLD-FORMED STEEL MEMBERS SHALL CONFORM TO ASTM A1003, UNLESS NOTED OTHERWISE. 17.ALL HIGH STRENGTH BOLTS SHALL BE BEARING TYPE (A32(5)N) WITH THREADS INCLUDED IN SHEAR PLAN. WHERE INDICATED ON DRAWINGS, SLIP CRITICAL CONNECTION SHALL BE FRICTION TYPE CONFORMING TO ASTM A325 (SC) WITH A CLASS A FAYING SURFACE. THERE SHALL BE NO PAINT, OIL, LACQUER OR GALVANIZING ON THE CONTACT SURFACES. THE INSTALLATION OF HIGH STRENGTH BOLTS SHALL BE IN CONFORMANCE WITH RCSC SPECIFICATIONS. 18.ALL GROUT UNDER STEEL BEARING PLATES SHALL BE SOLID DRYPACK OR NON-SHRINK GROUT. F'c = 4,000 PSI. 19.METAL FLOOR DECK:FLOOR: PLN (CATALOG VF(2) P. 90) ROOF: PLN-24 (CATALOG VR1 - P. 29) MFROM BY VERCO MANUFACTURING CO. (ASTM A-653, LARR #23789) STRUCTURAL STEEL & METAL STRUCTURAL STEEL WELDING 1.ALL WELDING FOR BUILDINGS SHALL BE IN STRICT CONFORMANCE WITH AWS D1.1-15 & AWS D1.8-2016 FOR WELDS USED IN MEMBERS AND CONNECTIONS IN THE SEISMIC FORCE RESISTING SYSTEM. 2.COMPLETE JOINT PENETRATION GROOVE WELDS SHALL HAVE A FILLER METAL WITH A NOTCH TOUGHNESS OF 20 FOOT-POUNDS AVERAGE AT ZERO DEGREES FAHRENHEIT. 3.A WELDING PROCEDURE SPECIFICATION (W.P.S.) PER AWS D1.1 SHALL BE DEVELOPED BY THE FABRICATOR/ERECTOR AND APPROVED BY THE ENGINEER OF RECORD OR HIS DESIGNEE. THE WPS SHALL INCLUDE THE WELDING PARAMETERS RECOMMENDED BY THE ELECTRODE MANUFACTURER. 4.TO ASSURE THE PROPER AMPERAGE AND VOLTAGE OF THE WELDING PROCESS, THE USE OF A HAND HELD CALIBRATED AMP AND VOLT METER SHALL BE USED. THIS EQUIPMENT SHALL BE USED BY THE FABRICATOR, ERECTOR AND THE INSPECTORS. AMPERAGE AND VOLTAGE SHALL BE MEASURED NEAR THE ARC TRAVEL SPEED AND ELECTRODE STICK OUT SHALL BE VERIFIED TO BE IN COMPLIANCE WITH THE APPROVED WPS. 5.FIELD WELDING TO BE DONE BY WELDERS CERTIFIED BY THE LADBS FOR STRUCTURAL STEEL. FABRICATION PROCEDURES 1.FOR SHIELDED METAL ARC WELDING (SMAW), THE MAXIMUM PERMITTED ELECTRODE DIAMETER SHALL BE PER AWS D1.1-15, SECTION 4.6.3(4). FOR FLUX CORED ARC WELDING (FCAW), THE MAXIMUM PERMITTED ELECTRODE DIAMETER SHALL BE ACCORDING TO AWS D1.1-15, SECTION 4.14.1.2. 2.WELDING SEQUENCE: BOTH FLANGES SHALL BE WELDED PRIOR TO ANY SUPPLEMENTAL WELDING TO THE SHEAR TAB. 3.AFTER WELDING, THE BACKING BAR AND THE RUN-OFF TABS ARE TO BE REMOVED FROM THE BOTTOM FLANGE. (NOTE, ONLY THE RUN-OFF TABS NEED TO BE REMOVED FROM THE TOP FLANGE, NOT THE BACKING BAR). THE WELD ROOT SHALL BE INSPECTED AND TESTED PER AWS REQUIREMENTS GIVEN IN SECTION 8. IF REJECTABLE INDICATIONS ARE FOUND, REMOVE BY BACK GOUGING TO SOUND METAL. THE BACK GOUGED AREA SHALL BE WELDED AND IF REINFORCING PLATES ARE NOT USED, THE WELD SHALL BE REINFORCED WITH A FILLET WELD. THE SIZE OF THE REINFORCING FILLET WELD SHALL BE EQUAL TO 1/4 OF THE BEAM FLANGE THICKNESS, BUT NOT LESS THAN 1/4" AND NOT IN EXCESS OF 3/8" PER AWS D1.1-15, NOTE J OF FIGURE 2.4. 5/8" GYPSUM BD. FINISH STOREFRONT ROLL-UP GRILLE EXISTING CONSTRUCTION BYLANDLORD(HATCH AREA) 362S125-33MIN STUDS @16" O.C. TYP 362S125-33MIN STUDS @16" O.C. TYP 5' MAX (4)#10 SMS, TYP 362S125-33 MIN BRACE @ 48"O.C. (2) SHOT PIN @ 12" OC TO CONC. FLOOR PER NOTE#1 NOTE#1: HILTI X-U 0.157"Ø POWER DRIVEN FASTENERS PER ICC ESR-2269 (COLA RR #25675) OR APPROVED EQUAL. PINS SHALL PENETRATE CONCRETE MIN. 1". PROVIDE PINS WITHIN 6" OF END OF TRACT. 5 4 F E A3 A2 A4 HS S 4 x 4 x 1 / 4 HS S 4 x 4 x 1 / 4 NOTE:. 1.SPECIAL INSPECTION REQUIRED FOR POST INSTALLED ANCHORS. 4. FOR THE WELD OF THE BOTTOM BEAM FLANGE TO THE COLUMN FLANGE, FOLLOW STEPS A THROUGH G BELOW: A.THE ROOT PASS SHOULD NOT EXCEED 1/4” IN LAYER THICKNESS. B.THE FIRST HALF LENGTH ROOT SHOULD BE MADE WITH ONE OF THE FOLLOWING TECHNIQUES, AT THE OPTION OF THE CONTRACTOR: ·THE ROOT PASS MAY BE INITIATED NEAR THE CENTER OF THE JOINT. IF THIS APPROACH IS USED, THE WELDER SHOULD EXTEND THE ELECTRODE THROUGH THE WELD ACCESS HOLE, APPROXIMATELY 1" BEYOND THE OPPOSITE SIDE OF THE GIRDER WEB. THIS IS TO ALLOW ADEQUATE ACCESS FOR CLEARING AND INSPECTION OF THE INITIATION POINT OF THE WELD BEFORE THE SECOND HALF-LENGTH OF THE ROOT PASS IS APPLIED. IT IS NOT DESIRABLE TO INITIATE THE ARC IN THE EXACT CENTER OF THE GIRDER WIDTH SINCE THIS WILL LIMIT ACCESS TO THE START OF THE WELD DURING POST-WELD OPERATIONS. AFTER THE ARC IS INITIATED, TRAVEL SHOULD PROGRESS TOWARD THE END OF THE JOINT (OUTBOARD BEAM FLANGE EDGE), AND THE WELD SHOULD BE TERMINATED ON A WELD TAB/RUN OFF TAB. TABS SHALL EXTEND THE JOINT, NO END DAMS. ·THE WELD MAY BE INITIATED ON THE WELD TAB, WITH TRAVEL PROGRESSING TOWARD THE CENTER OF THE GIRDER FLANGE WIDTH. WHEN THIS APPROACH IS USED, THE WELDER SHOULD STOP WELD APPROXIMATELY 1" BEFORE THE BEAM WEB. IT IS NOT ADVISABLE TO LEAVE THE WELD CRATER DIRECTLY IN THE CENTER OF THE BEAM FLANGE WIDTH SINCE THIS WILL HINDER POST-WELD OPERATIONS. C.THE HALF LENGTH ROOT PASS SHOULD BE THOROUGHLY SLAGGED AND CLEANED. D.THE END OF THE HALF LENGTH ROOT PASS THAT IS NEAR THE CENTER OF THE BEAM FLANGE SHOULD BE VISUALLY INSPECTED TO ENSURE FUSION, SOUNDNESS, FREEDOM FROM SLAG INCLUSIONS, AND EXCESSIVE POROSITY. E.THE RESULTING BEAD PROFILE SHOULD BE SUITABLE FOR OBTAINING FUSION BY THE SUBSEQUENT PASS TO BE INITIATED ON THE OPPOSITE SIDE OF THE GIRDER WEB. IF THE PROFILE IS NOT CONDUCIVE TO GOOD FUSION, THE START OF THE FIRST ROOT PASS SHOULD BE GROUND GOUGED, CHIPPED OR OTHERWISE PREPARED TO ENSURE ADEQUATE FUSION. F.THE SECOND HALF OF THE WELD JOINT SHOULD HAVE THE ROOT PASS APPLIED BEFORE ANY OTHER WELD PASSES ARE PERFORMED. THE ARC SHOULD BE INITIATED AT THE END OF THE HALF LENGTH ROOT PASS THAT IS NEAR THE CENTER OF THE BEAM FLANGE, AND TRAVEL SHOULD PROGRESS TO THE OUTBOARD END OF THE JOINT, TERMINATING ON THE WELD TAB. G.EACH WELD LAYER SHOULD BE COMPLETED ON BOTH SIDES OF THE JOINT BEFORE A NEW LAYER IS DEPOSITED. H.WELD TABS SHOULD BE REMOVED AND GROUND FLUSH TO THE BEAM FLANGE. 5.DEVIATION FROM THE PRECEDING PROCEDURES MAY BE MADE PROVIDING THE CONTRACTOR SUBMITS IN WRITING AN ALTERNATE SEQUENCE THAT IS APPROVED BY THE ENGINEER PRIOR TO FABRICATION OR REPAIR. 6.FOR ORDINARY MOMENT RESISTING FRAMES, OMRF, WITH FLEXIBLE DIAPHRAGMS, THE BACKING BAR AND THE RUN-OFF TABS ARE NOT REQUIRED FROM THE BOTTOM FLANGE. 7.FIELD WELDING OF REINFORCING STEEL SHALL BE PERFORMED BY WELDERS SPECIFICALLY CERTIFIED FOR REINFORCING STEEL. PRIOR TO WELDING, THE "CARBON EQUIVALENT" (CE) OF STEEL SHALL BE DETERMINED. REINFORCING STEEL WHOSE "CE" CANNOT BE IDENTIFIED OR WHOSE "CE" EXCEEDS 0.75% SHALL NOT BE WELDED. EXCEPT FOR REINFORCING STEEL CONFORMING WITH ASTM A.706, REINFORCING STEEL SHALL BE PREHEATED AS SHOWN IN TABLE 1.RGA 3-77. IN ADDITION, STEEL WITH "CE" BETWEEN 0.66% AND 0.75% SHALL BE WELDED ONLY. PCC#2 11/30/2023 2 EXP. DATE: 09/30/2024 S-1 SCALE: 1/4" = 1'-0" 20 10 7.LATERAL BRIDGING FOR STEEL STUDS IS REQUIRED WHEN WALL BOARD, INSTALLED PER CBC (CHAPTER 25) DOES NOT CONTINUE FULL-HEIGHT ON BOTH SIDES. BRIDGING SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS UNLESS SPECIFICALLY SHOWN OTHERWISE ON THESE PLANS. 8.ALL SCREWS SHALL BE INSTALLED IN ACCORDANCE WITH THE SCREW MANUFACTURER'S RECOMMENDATIONS. ALL SCREWS SHALL PENETRATE AND PROTRUDE THROUGH THE ATTACH MATERIALS A MINIMUM OF 3 FULL EXPOSED THREADS PER AISI STANDARD GENERAL PROVISIONS D1.3. 9.ALL SCREWS MUST COMPLY WITH SAE STANDARD J78, STEEL SELF-DRILLING SELF-TAPPING SCREWS, AND MUST HAVE A TYPE II COATING IN ACCORDANCE WITH ASTM B633, ELECTRODEPOSITED COATINGS OF ZINC ON IRON AND STEEL. 10.ALL SHEET METAL SCREWS SHALL BE DARTS BRAND SELF DRILLING SELF TAPPING PER ICC-ER 1408 (LARR 25904) PER PLAN OR APPROVED EQUAL BY ENGINEER. 11.MAXIMUM STUD DEPTH IS 8", UNLESS WEB BRACING IS SPECIFICALLY DESIGNED BY ENGINEER. 12.AXIALLY LOADED STUDS SHALL HAVE FULL BEARING AGAINST INSIDE TRACK WEB PRIOR TO STUD AND TRACK ATTACHMENT. SPLICES IN AXIALLY LOADED MEMBERS SHALL NOT BE PERMITTED. 13.BUTT WELDS OR SPLICES SHALL BE USED AT ALL JOINTS IN TRACK. SPLICES IN AXIAL LOADED STUDS OR BRACES ARE NOT PERMITTED. ALL WELDS SHALL BE PLUG, BUTT, OR SEAM WELDS. WHERE STUDS ARE BURNED THROUGH BY WELDING, PROVIDE SUITABLE STITCH PLATE OF THE SAME GAUGE. 14.WHERE HOLES ARE SPECIFICALLY PERMITTED ON THESE PLANS, HOLES SHALL BE NEATLY DRILLED. TORCH CUTTING IS NOT PERMITTED. 15.TOP AND BOTTOM TRACKS SHALL BE OF EQUAL MATERIAL, THICKNESS AND WIDTH AS STUDS AND SHALL BE UNPUNCHED. USE DEFLECTION RATED TRACK. 16.STUDS AT CABINETS AND SHELVES SHALL BE SPACED AT 50% OF STUD SPACEING SPECIFIED PER SCHEDULE. 17.ALL SHEATHING AND WALL FINISHES MUST REMAIN ON STUDS UNLESS SPECIFICALLY APPROVED BY ENGINEER IN WRITING. 18.UTILITY PUNCH HOLES IN STUDS SHALL BE LOCATED AWAY FROM CONNECTIONS. 19.TRACK SHALL BE UNPUNCHED WITH GAUGE TO MATCH STUD FRAMING WITH 1.1/2" FLANGE, UNLESS OTHERWISE NOTED. 20.ALL STUDS FOR SUBMITTAL SHALL BE PUNCHED (i.e. WITH SPACING @ 24" OC) UNLESS NOTED OTHERWISE. 21.WALL STUD BRIDGING SHALL BE INSTALLED IN A MANNER TO PROVIDE RESISTANCE TO BOTH MINOR AXIS BENDING AND ROTATION. BRIDGING ROWS TO BE EQUALLY SPACED. 22.ALL BUILT-UP MEMBERS MUST BE FASTENED TOGETHER TO ACT AS ONE UNIT. 23.HOLES FOR 1/2" DIAMETER OR GREATER BOLTS, SHALL BE NO MORE THAN 1/16" LARGER THAN THE BOLT DIAMETER PER AISI NAS E3A. 24.TEMPORARY BRACING REQUIREMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR 25.FOR LIGHT GA STEEL CONNECTIONS USE SIMPSON S/JCT (MAX FILL IN ALL HOLES INCLUDING TRIANGLE HOLES) AT ALL SINGLE JOIST TO FLUSH BEAM CONNECTIONS. 26.STEEL BRACING (ALL STEEL SOLUTION) MUST BE PROVIDED ON WEBS OF ALL BEARING STUDS PER THE GENERAL DETAILS. ALTERNATIVELY, BRACING MAY BE ACHEIVED AFTER DRYWALL OR STUCCO IS DIRECTLY ATTACHED FULL HEIGHT TO BOTH SIDES OF THE STUD. ATTACHMENT OF DRYWALL/STUCCO IS TO BE PER IBC CHAPTER 25, WITH MAXIMUM CONNECTOR SPACING OF 7" OC ALONG EDGES AND 12" OC ALONG INTERMEDIATE STUDS. NOTE: MATERIALS INSTALLED OVER RESILIENT CHANNELS OR SIMILAR IS NOT CONSIDERED DIRECTLY ATTACHED. 27.CARRY ALL MULTIPLE STUDS OR POSTS FROM FLOOR ABOVE DOWN TO FLOOR OR BEAM BELOW/ PROVIDE 4x SOLID BLOCKING AT FLOOR LEVEL TO TRANSFER LOAD FROM UPPER POST TO LOWER POST. 28.ALL SCREWS TO HAVE 3/4" MIN EDGE DISTANCE, UNO 29.WELD STUDS ONLY AS INDICATED ON PLANS. WELDS SHALL COMPLY WITH ANSI/AWS D1.1, D1.3 AND CBC 2204. WELDERS SHALL BE CERTIFIED AS REQUIRED BY THE BUILDING OFFICIAL. 30.ALL FRAMING MEMBERS AND PREFABRICATED ASSEMBLIES SHALL BE INSTALLED TIGHT AGAINST ABUTTING MEMBERS. ENDS SHALL BE CUT SQUARELY OR AT AN ANGLE TO ENSURE A TIGHT FIT. 31.STUDS AT VENEER SHALL BE MIN 43 MIL. UNO ON PLANS. 30 15 5 SPECIFICATIONS 1.ALL LIGHT GAUGE STEEL FRAMING MEMBERS SHALL COMPLY WITH CBC 2022 AND AISI STANDARDS: STRUCTURAL MEMBERS AISI S240-15 NON-STRUCTURAL MEMBERS AISI S220-15 TRUSS DESIGN AISI S202-15 SEISMIC DESIGN AISI S400-15 2.ALL LIGHT GAUGE MEMBERS SHALL BE PRODUCTS MANUFACTURED BY THE MEMBERS OF THE STEEL STUD MANUFACTURES ASSOCIATION, SSMA, COMPLYING WITH THE INTERNATIONAL BUILDING CODE AND ICC-ES ESR-3064P. 3.ALL STUD/TRACK MATERIAL SHALL CONFORM TO THE FOLLOWING: 16 GAUGE AND HEAVIER - 50 KSI MIN YIELD, 65 KSI MIN TENSILE STRENGTH PAINTED STEEL PER ASTM A570-GRADE 50 ASTM A607-GRADE 50 GALVANIZED STEEL PER ASTM A44(6)GRADE D 18 GAUGE AND LIGHTER - 33 KSI MIN YIELD, 45 KSI MIN TENSILE STRENGTH PAINTED STEEL PER ASTM A570-GRADE 33 ASTM A611-GRADE C GALVANIZED STEEL PER ASTM A44(6)GRADE A 4.ALL MISCELLANEOUS STEELS SHALL CONFORM TO THE FOLLOWING UNO: 20 TO 18 GAUGE 33 KSI MIN YIELD STRENGTH (45 KSI MIN TENSILE STRENGTH) 16 TO 10 GAUGE 50 KSI MIN YIELD STRENGTH (65 KSI MIN TENSILE STRENGTH) 3/16" AND HEAVIER ASTM A36 5.ALL WELDING SHALL BE PERFORMED BY CERTIFIED LIGHT GAUGE WELDERS, CERTIFIED FOR ALL APPROPRIATE DIRECTIONS PER 2008 AWS D1.3. WELDING RODS SHALL CONFORM TO THE FOLLOWING: 18 GA AND LIGHTER SHEET TO SHEET - E60XX 16 GA AND HEAVIER SHEET TO SHEET - E70XX OR E6013 LT.GPT STEEL TO STRUCTURAL STEEL. ASTM A36 6.ALL CALCULATED STUD PROPERTIES, PER AISI SPECIFICATION, ARE BASED ON THE FOLLOWING THICKNESS TABLE: 23 -- 5 23 -- 3 4 2 5 11 1 2 3 4 5 SPAN SPAN BEARING/STRUCT WALL. MTL. CEILING JOIST, SEE SCHEDULE FOR JOIST SIZE. OPT CEILING JOIST SUPPORTING LINE PER DETAIL 23/- LATERAL SUPPORT PER DETAIL 24/-, LOCATION BY GC. JOIST SPAN DETERMINED BY DISTANCE BETWEEN TWO CONSECUTIVE SUPPORTING POINTS. NOTE: 1.PROVIDE LATERAL BRACING MEMBERS PER DETAIL 24/- @ 8' O.C. EACH WAY. 2.LATERAL BRACING IS NOT REQD IF CEILING JOISTS ARE SURROUNDED BY SHEAR PANELS OR AREA OF CEILING IS LESS THAN 144 SQ FT & CEILING JOISTS ARE ATTACHED TO WALLS WHICH ARE DIRECTLY ATTACHED TO STRUCT FLOOR. 3.SPECIAL INSPECTION REQUIRED FOR POST INSTALLED ANCHORS. 25 97 68 54 43 33 27 18 12 14 16 18 20 22 25 0.1017 0.0713 0.0566 0.0451 0.0346 0.0283 0.0188 MILS GAUGE (IN) DESIGNATION THICKNESS DESIGN THICKNESS CEILING FRAMING PLAN 3 CONNECTION TO WALL SPAN (FT) SPACINGCEILING JOIST SIZE CEILING JOIST SCHEDULE DRYWALL CEIL'G 7'-0"24" OC362S162-33 (3) #10 SCREWS NOTE: ·DRYWALL CEILING COMPRISES OF (1) LAYER OF 1/2" DRYWALL. ·BRACING FOR CEILING JOIST IN FLEXURE IS NOT REQUIRED, UNO ·CEILING IS NOT ACCESSIBLE. 26 CEILING LATERAL BRACING BOTTOM OF STRUCT FLOOR ASSEMBLY 362S125-33 CUT FLANGE & BEND WEB FOR ATTACHMENT SEE PLAN FOR LOCATION, INSTALL BRACE IN PAIR4 5 . 0 0 ° 24 CONNECTORS: FOR WOOD:(2) #10x2.1/2 WOOD SCREWS (2" MIN PEN INTO JOIST) FOR CONC:(2) 0.157Ø SHOT-IN ANCHORZ W/ 3/4" MIN PENETRATION FOR STEEL:(2) #8 TEK SCREWS 23 (3) #10 SCREWS SUSPENDED CEILING FRAMING HEADER 16 GA UNPUNCHED TRACT (W/ 1.1/2" LEG) W/ #10 SCREWS EA STUD. SEE CONNECTION SCHEDULE IN DETAIL 3/- STUD BRIDGING LOCATE BRIDGING WITHIN 12" BELOW CEILING JOIST #10 SCREW @ EACH FLANGE T&B CEILING JOIST 1" 1" (2) 0.157Ø SHOT-IN ANCHOR @ 12" OC W/ 1" MIN PENETRATION CONCRETE/ CMU WALL #10 SCREW @ EACH FLANGE T&B CEILING JOIST MTL STUD 1" 1" METAL JOIST TO CONC/CMU WALL METAL JOIST TO STUD WALL 25 3 3 3 2 2 2 2 1 1 1 1 1 (E)DRYWALL CEILING 2 PCC#1 11/06/2023 362S125-33 DIA. BRACE @ 8' OC EW W/ (2) #10 SCREWS @ EA END & #10 SCREW @ EA CROSSING STUD. BEND FLANGE/WEB FOR ATTACHMENT NOTE#1: HILTI X-U 0.157"Ø POWER DRIVEN FASTENERS PER ICC ESR-2269 (COLA RR #25675) OR APPROVED EQUAL. PINS SHALL PENETRATE CONCRETE MIN. 1". PROVIDE PINS WITHIN 6" OF END OF TRACT. 362S125-33 MIN. STUDS @ 16" OC, TYP 362T125-33 TRACK W/ (2) #8 SCREWS FR. TRACK TO STUDS 362S162-33 @ 24" OC W/ (2) #8 SMS TO TRACK (2) SHOT PIN @ 12" OC TO CONC. FLOOR PER NOTE#1 PER SCHEDULEPER SCHEDULE 362T125-33 TRACK W/ SCREWS @ TO WALL PER 26/- DRY WALL WHERE OCCURS PER ARCH (E) CONC. FRAMING PCC#2 11/30/2023 2 EXP. DATE: 09/30/2024 S- 2030 1929 1828 27 1626 25 24 23 22 21 32inch MONITOR 32inch MONITOR 32inch MONITOR 32inch MONITOR WALL SHELF ANCHORAGE 16 - 16 - 10 ' - 0 " M A X 10 ' - 0 " M A X A A 10 ' M A X SH E L F M E M B E R B Y O T H E R S CONC SLAB 312" 2" MIN 2" MIN 1" T Y P 1/4" THICK BASE PLATE W/ (4) 1/2" Ø TITEN HD BOLTS W/ 4" EMBED MIN SECTION A-A 2" BASE PLATE CONNECTION SIMP. A35 TOP & BOTT. OF BLKG. TYP. SHELF MEMBER AND CONNECTION BY OTHERS 4X8 BLKG. WHERE ANCHORS OCCURS 1/4" THK. PLATE W/ 4-1/4"ØX3" LAG SCREWS 1" 3" 1" 1"3"1" A - A A A 4X8 BLKG. W/ SIMP. A35 EA. SIDE TOP & BOTT. TYP. METAL STUD L3"X3"X18GA X3" W/(3)#10 EACH LEG METAL STUD ELEVATION L3"X3"X18GA X3" W/(3)#10 EACH LEG BASE PLATE CONNECTION 18 - 18 - 18 - 18 - 18 - 16 - 18 - NOTE:. 1.SPECIAL INSPECTION REQUIRED FOR POST INSTALLED ANCHORS. 3 PCC#1 11/06/2023 PCC#2 11/30/2023 EXP. DATE: 09/30/2024 FLEX. CONN. MVD AVD BDD MD RISE OR DROP IN DIRECTION OF AIR FLOW MANUAL VOLUME DAMPER BACKDRAFT DAMPER AUTOMATIC VOLUME DAMPER SINGLE LINE DUCT WORK FLEXIBLE DUCT MODULATING DAMPER EXHAUST DUCT, SECTION FLEXIBLE CONNECTION TURNING VANES SPLITTER DAMPER EXTRACTOR AT BRANCH DUCT RETURN DUCT, SECTION SUPPLY DUCT, SECTION DUCT WORK (WIDTHxDEPTH)AxB AxB R. OR D. AD AFD RR SD SWR LD SWE ER VAV UC DL DUCT SMOKE DECTECTOR SIDE WALL RETURN OR EXHAUST UNDER CUT DOOR LINEAR DIFFUSER VARIABLE AIR VOLUME SIDE WALL SUPPLY REGISTER EXHAUST REGISTER RETURN REGISTER DOOR LOUVER THERMOSTAT SUPPLY DIFFUSER AUTOMATIC FIRE DAMPER ACCESS DOOR U.C. S T D.L. DUCT TRANSITION, ROUND AND RECTANGULAR LINED DUCT WORK (WIDTHxDEPTH DIMENSIONS ARE FOR I.D.) T/B TO BELOW F/B FROM BELOW T/A TO ABOVE F/A FROM ABOVE PROVIDE EQUIPMENT INDICATED ON THE DRAWINGS, AND AS REQUIRED FOR A COMPLETE FUNCTIONING SYSTEM. DEFINITIONS: FURNISH: TO SUPPLY AND DELIVER TO PROJECT SITE, READY FOR INSTALLATION. INSTALL: TO PLACE IN POSITION AND MAKE CONNECTIONS FOR SERVICE OR USE. PROVIDE: TO FURNISH AND INSTALL, COMPLETE AND READY FOR INTENDED USE. WARRANTY: PROVIDE LABOR AND MATERIALS TO REPAIR OR REPLACE DEFECTIVE PARTS AND MATERIALS AS REQUIRED FOR ONE YEAR AFTER SUBSTANTIAL COMPLETION OR OWNER ACCEPTANCE OF THE COMPLETED PROJECT. PROVIDE A SEPARATE LINE ITEM DEDUCT AMOUNT ON THE PROPOSAL FORM TO DELETE WARRANTY SERVICE, AT THE OWNER'S OPTION. PROVIDE OPERATION MANUALS, MAINTENANCE MANUALS AND SCHEMATICS FOR ALL MECHANICAL EQUIPMENT INSTALLED. COORDINATION: COORDINATE WITH THE WORK OF OTHER SECTIONS, EQUIPMENT FURNISHED BY OTHERS, REQUIREMENTS OF THE OWNER, AND WITH THE CONSTRAINTS OF THE EXISTING CONDITIONS OF THE PROJECT SITE. ROOF PENETRATIONS SHALL COMPLY WITH "SMACNA" AND "NRCA" STANDARDS, AND WITH THE REQUIREMENTS OF THE EXISTING ROOFING WARRANTY, IF APPLICABLE. DO NOT PERFORM ROOFING PENETRATIONS IN A MANNER WHICH WOULD VOID OR OTHERWISE LIMIT THE EXISTING ROOF WARRANTY. DUCT DIMENSIONS: UNLESS OTHERWISE NOTED, DUCT DIMENSIONS ON THE DRAWINGS ARE INSIDE CLEAR DIMENSIONS. SHEET METAL DUCTWORK: PROVIDE SHEET METAL DUCTWORK FABRICATED AND INSTALLED IN ACCORDANCE WITH ASHRAE AND SMACNA STANDARDS, FOR 1" W.G. PRESSURE CLASS, SEAL CLASS "A". SHEET METAL SHALL BE GALVANIZED SHEET STEEL OF LOCK FORMING QUALITY, WITH G90 ZINC COATING. SHEET STEEL SHALL COMPLY WITH ASTM A653 STANDARD SPECIFICATION FOR STEEL SHEET METAL, ZINC COATED (GALVANIZED) OR ZINC-IRON ALLOY-COATED (GALVANNEALED) BY THE HOT DIP PROCESS, AND A924 STANDARD SPECIFICATION FOR GENERAL REQUIREMENTS FOR SHEET, METALLIC-COATED BY THE HOT DIP PROCESS. ALL ANGLE IRON USED FOR SUPPORT SHALL BE GALVANIZED. CONNECTIONS TO WALLS OR FLOOR SHALL BE AIR TIGHT WITH ANGLE IRON AND CAULKING. SEAL ALL DUCT SEAMS, TRANSVERSE AND LONGITUDINAL, AIR TIGHT. PROVIDE TURNING VANES AT ALL 90º ELBOWS. TRAPEZE DUCT HANGERS: PROVIDE MINIMUM 1" X 2" X 1" X 18 GAUGE CHANNELS WITH MINIMUM 1" X 18 GAUGE STRAPS TO STRUCTURAL SUPPORT. ROUND SHEET METAL DUCT: PROVIDE SPIRAL SEAM (ALL SIZES) OR SNAP LOCK (DUCT SIZES UP TO 10") GALVANIZED STEEL COMPLYING WITH SMACNA STANDARDS. SPIRAL SEAM DUCTWORK SHALL HAVE SMACNA SEAM TYPE RL-1. FIBER GLASS DUCT BOARD IS AN ACCEPTABLE ALTERNATIVE IF APPROVED BY OWNER AND THE LOCAL BUILDING CODE OFFICIAL. PRODUCT AND INSTALLATION MUST MEET NAIMA STANDARDS AND OTHER APPLICABLE CODES AND REGULATIONS. EXPOSED DUCTWORK: EXPOSED DUCTWORK SHALL BE CLEANED OF DEBRIS AND OIL, THEN WIPED DOWN WITH VINEGAR OR OTHER SURFACE PREPARING CHEMICAL TO PREPARE DUCT FOR PAINT. DUCT SEALANT: PROVIDE POLYMERIC RUBBER TYPE SEALANT FOR USE ON BOTH INTERIOR LOCATED DUCTWORK AND DUCTWORK EXPOSED TO OUTDOOR CONDITIONS. SEALER SHALL HAVE HIGH BONDING STRENGTH FOR SURE, FIRST TIME SEALING OF JOINTS IN LOW, MEDIUM, AND HIGH PRESSURE DUCT SYSTEMS. SEALER SHALL BE HIGH IN SOLID CONTENT. PROVIDE A TWO PART TAPE SEALING SYSTEM, CONSISTING OF WOVEN FIBER TAPE IMPREGNATED WITH A GYPSUM MINERAL COMPOUND, AND A MODIFIED ACRYLIC/SILICONE ACTIVATOR THAT REACTS EXOTHERMICALLY WITH THE TAPE. TWO PART TAPE SEALING SYSTEM MUST BE RATED FOR BOTH INDOOR AND OUTDOOR APPLICATION. TAPE SHALL NOT CONTAIN ASBESTOS. DUCT INSULATION: MATERIAL FOR SUPPLY AND RETURN AIR DUCT ABOVE CEILING INSIDE THE BUILDING SHALL HAVE THE EQUIVALENT THERMAL RESISTANCE OF MINIMUM R-6. THE REQUIRED R VALUES ARE FOR INSTALLED INSULATION WITH 25% COMPRESSION AT THE CORNERS. PROVIDE PINS AND WASHERS IN ACCORDANCE WITH SMACNA REQUIREMENTS AND AS REQUIRED TO PREVENT INSULATION FROM SAGGING. PROVIDE ADEQUATE INSULATION AT THE SUPPLY AIR DIFFUSERS TO PREVENT CONDENSATION. FLEXIBLE DUCT : UL #181 LISTED, CLASS 1, AND CONTAIN A 0.1 PERM RATED POLYETHYLENE INNER LINER, WITH R-8 FIBERGLASS INSULATION. FLEXIBLE DUCTS SHALL BE SECURED TO RIGID SHEET METAL COLLARS AND AIR DIFFUSERS WITH NYLON TIES OR STAINLESS STEEL WORM GEAR STRAPS. SEAL ALL CONNECTIONS AND JOINTS AIRTIGHT. SUPPORT FLEXIBLE DUCTS FROM THE BUILDINGS STRUCTURE WITH MINIMUM 1" WIDE, 18 GAUGE, GALVANIZED STEEL STRAP AT MAXIMUM 4'-0" CENTERS. PROVIDE 4" WIDE SHEET METAL SADDLES AT EACH SUPPORT EACH STRAP. SAG OF FLEXIBLE DUCT BETWEEN HANGERS SHALL NOT EXCEED 1/2" PER FOOT OF SUPPORT SPACING. RADIUS FOR TURNS OF FLEXIBLE DUCTS SHALL BE A MINIMUM OF ONE DUCT DIAMETER. FLEXIBLE DUCT RUNS SHALL NOT EXCEED 10'-0" IN LENGTH AND SHALL BE THE SAME SIZE AS THE DIFFUSER NECK CONNECTION. ROUND VOLUME DAMPERS: PROVIDE MINIMUM 20 GAUGE GALVANIZED STEEL FRAME AND BLADES, MINIMUM 3/8" SQUARE STEEL AXLE, MOLDED SYNTHETIC BEARINGS, WITH LOCKING POSITION REGULATOR. REGULATOR SHALL BE POSITIONED WITH SHEET METAL BRACKET BEYOND DUCT COVERING. WHERE POSITIONING REGULATOR IS NOT ACCESSIBLE, PROVIDE COUPLING AND EXTENSION ROD WITH REGULATOR FOR CEILING OR WALL INSTALLATION, AS REQUIRED. RECTANGULAR VOLUME DAMPERS: PROVIDE MINIMUM 16 GAUGE GALVANIZED STEEL CHANNEL FRAME, 16 GAUGE GALVANIZED STEEL BLADES, MINIMUM ½" HEXAGONAL AXLE, BOLDED SYNTHETIC BEARINGS, WITH 3/8" SQUARE PLATED STEEL CONTROL SHAFT. LINKAGES SHALL BE CONCEALED IN THE FRAME. OPERATING SHAFT SHALL EXTEND BEYOND FRAME AND DUCT TO A LOCKING QUADRANT WITH ADJUSTABLE LEVER. MAXIMUM BLADE WIDTH SHALL NOT EXCEED 6". DUCT TURNING VANES: PROVIDE FABRICATED TURNING VANES AND VANE RUNNERS, CONSTRUCTED IN ACCORDANCE WITH SMACNA "HVAC DUCT CONSTRUCTION STANDARDS". PROVIDE TURNING VANES CONSTRUCTED OF CURVED BLADES, SUPPORTED WITH BARS PERPENDICULAR TO BLADES, AND SET INTO SIDE STRIPS SUITABLE FOR MOUNTING IN DUCTWORK. FOLLOW SMACNA GUIDELINES FOR SPACING SUPPORT, AND CONSTRUCTION. ALL BLADES SHALL BE DOUBLE THICKNESS AIRFOIL TYPE. FLEXIBLE DUCT CONNECTORS: PROVIDE U.L. LABELED 30 OUNCE NEOPRENE COATED FIBERGLASS FABRIC DUCT CONNECTORS. DUCT ACCESS DOORS: PROVIDE HINGED ACCESS DOORS IN DUCTWORK WHERE REQUIRED FOR ACCESS TO EQUIPMENT. PROVIDE INSULATED ACCESS DOORS FOR INSULATED DUCTWORK. CONSTRUCT OF SAME OR THICKER GAUGE SHEET METAL AS DUCT IN WHICH IT IS INSTALLED. PROVIDE FLUSH FRAMES FOR UN-INSULATED DUCTS, AND EXTENDED FRAMES FOR EXTERNALLY INSULATED DUCTS. PROVIDE CONTINUOUS HINGE ON ONE SIDE, WITH ONE HANDLE-TYPE LATCH FOR ACCESS DOORS 12" HIGH AND SMALLER, AND TWO HANDLE-TYPE LATCHES FOR LARGER ACCESS DOORS. HVAC CONTROL SYSTEM: PROVIDE ALL THE NECESSARY CONTROLS AND CONTROL WIRING IN CONDUIT COMPATIBLE TO SYSTEMS SHOWN ON EQUIPMENT SCHEDULE M2.0. PROGRAMMABLE THERMOSTAT FOR EACH SYSTEM SHALL ENABLE THE SUPPLY FAN AND CYCLE THE COOLING AND HEATING STAGES TO MAINTAIN SPACE SET-POINT. SUPPLY FAN RUNS CONTINUOUSLY DURING THE OCCUPIED MODE. EACH THERMOSTAT SHALL HAVE A DEAD BAND OF AT LEAST 5 DEGREES (ADJ) WITHIN WHICH THE SUPPLY OF HEATING AND COOLING IS SHUT OFF, EACH THERMOSTAT SHALL HAVE SETBACK AND SET-UP CAPABILITY DURING THE UNOCCUPIED MODE. FOR SETBACK, THE HEATING SHALL RESTART AND TEMPORARILY OPERATE ACCORDING TO A SET-POINT ADJUSTABLE DOWN TO 55 DEGREES. FOR SET-UP, THE COOLING SHALL RESTART AND TEMPORARILY OPERATE ACCORDING TO A SET-POINT ADJUSTABLE UP TO 85 DEGREES OR TO PREVENT HIGH SPACE HUMIDITY LEVELS. EACH SYSTEM SHALL BE PROVIDED WITH A MOTORIZED OUTSIDE AIR DAMPER THAT WILL AUTOMATICALLY SHUT WHEN THE SYSTEM OR SPACES SERVED ARE NOT IN USE. VENTILATION OUTSIDE AIR DAMPERS SHALL BE CAPABLE OF AUTOMATICALLY CLOSING DURING PREOCCUPANCY BUILDING WARM-UP, COOL DOWN, AND SETBACK, EXCEPT WHEN VENTILATION REDUCES ENERGY COSTS (e.g., NIGHT PURGE) OR WHEN VENTILATION MUST BE SUPPLIED TO MEET CODE REQUIREMENTS. COMMISSIONING/VERIFICATION: HVAC CONTROL SYSTEM SHALL BE TESTED TO ENSURE THAT CONTROL ELEMENTS ARE CALIBRATED, ADJUSTED, AND IN PROPER WORKING CONDITION, AND THAT THE SYSTEM MEETS THE DESIGN REQUIREMENTS. TEST AND BALANCE: CONTRACT DIRECTLY A THIRD PARTY TO PROVIDE TEST AND BALANCE OF THE HVAC SYSTEM. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR SCHEDULING. TEST AND ADJUST ALL MECHANICAL SYSTEM AND EQUIPMENT TO ASSURE PROPER BALANCE AND OPERATION. PERFORM TESTS IN ACCORDANCE WITH NEBB PROCEDURAL STANDARDS-1999 OR AABC 2002, AND ASHRAE STANDARD 111. ELIMINATE NOISE AND VIBRATION, AND ASSURE PROPER FUNCTION OF CONTROLS. SUBMIT COMPLETED TEST AND BALANCE REPORT TO OWNER'S REPRESENTATIVE. BALANCING CONTRACTOR SHALL BE INDEPENDENT AND CERTIFIED WITH NEBB OR AABC. BALANCE ALL SYSTEMS WITHIN 5% OF AIR FLOW INDICATED ON DRAWINGS, AND REPORT ALL DISCREPANCIES TO THE HVAC CONTRACTOR FOR CORRECTION. MARK FINAL BALANCE POSITIONS ON DAMPERS WITH PERMANENT MARKER. COMPLETION REQUIREMENTS: THE CONTRACTOR SHALL PROVIDE, WITHIN 90 DAYS AFTER THE DATE OF SYSTEM ACCEPTANCE, RECORD DRAWINGS AND AN OPERATING AND MAINTENANCE MANUAL TO THE BUILDING OWNER OR THE DESIGNATED REPRESENTATIVE OF THE OWNER. THE RECORD DRAWING SHALL BE OF THE ACTUAL INSTALLATION AND INCLUDE AS A MINIMUM THE LOCATION AND PERFORMANCE DATA ON EACH PIECE OF EQUIPMENT, GENERAL CONFIGURATION OF DUCT AND PIPE DISTRIBUTION SYSTEM INCLUDING SIZES, AND THE TERMINAL AIR OR WATER DESIGN FLOW RATES. THE OPERATING AND MAINTENANCE MANUALS SHALL BE IN ACCORDANCE WITH INDUSTRY-ACCEPTED STANDARDS AND SHALL INCLUDE, AT A MINIMUM, THE FOLLOWING: (A) SUBMITTAL DATA STATING EQUIPMENT SIZE AND SELECTED OPTIONS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE (B) OPERATION MANUALS AND MAINTENANCE MANUALS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE, EXCEPT EQUIPMENT NOT FURNISHED AS PART OF THE PROJECT. REQUIRED ROUTINE MAINTENANCE ACTIONS SHALL BE CLEARLY IDENTIFIED (C) NAMES AND ADDRESSES OF AT LEAST ONE SERVICE AGENCY (D) HVAC CONTROLS SYSTEMS MAINTENANCE AND CALIBRATION INFORMATION, INCLUDING WIRING DIAGRAMS, SCHEMATICS, AND CONTROL SYSTEM SEQUENCE DESCRIPTIONS. DESIRED OR FIELD-DETERMINED SET-POINTS SHALL BE PERMANENTLY RECORDED ON CONTROL DRAWINGS AT CONTROL DEVICES OR, FOR DIGITAL CONTROL SYSTEMS, IN PROGRAMMING COMMENTS (E) A COMPLETE NARRATIVE OF HOW EACH SYSTEM EACH SYSTEM IS INTENDED TO OPERATE, INCLUDING SET-POINTS. 1.THE INTENT OF THESE PLANS AND SPECIFICATIONS IS TO INCLUDE ALL LABOR, EQUIPMENT, MATERIALS, AND SERVICES NECESSARY TO FURNISH, INSTALL, TEST, AND ADJUST A COMPLETE WORKABLE HEATING, VENTILATION, AND AIR CONDITIONING SYSTEM AS SHOWN, PRESCRIBED, OR REASONABLY IMPLIED BUT NOT LIMITED TO THAT EXPLICITLY INDICATED IN THE CONTRACT DOCUMENTS, BUT NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE INTENT THEREOF. 2.THE ENTIRE INSTALLATION SHALL CONFORM TO THE APPLICABLE CODES AND REGULATIONS REQUIRED BY AUTHORITIES HAVING JURISDICTION. IN THE EVENT OF CONFLICT BETWEEN SPECIFICATIONS, CODES, AND REGULATIONS, THE MORE RESTRICTIVE SHALL APPLY. 3.DRAWINGS FOR HVAC WORK ARE DIAGRAMMATIC SHOWING THE GENERAL LOCATION, TYPE, LAYOUT, AND EQUIPMENT REQUIRED. THE DRAWINGS SHALL NOT BE SCALED FOR EXACT MEASUREMENT, REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS. PROVIDE ALL DUCTWORK, MATERIALS, CONNECTIONS, ACCESSORIES, FITTINGS, OFFSETS, TRANSITIONS, DAMPERS AS REQUIRED FOR A COMPLETE WORKABLE SYSTEM. 4.ALL EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND APPROVED LISTING. ALL EQUIPMENT, PIPING AND SUPPORTS SHALL BE RESTRAINED IN ACCORDANCE WITH THE LATEST EDITION OF THE "GUIDELINES FOR SEISMIC RESTRAINTS OF MECHANICAL SYSTEMS AND PLUMBING PIPING SYSTEMS" BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION (SMACNA). ALL EQUIPMENT SHALL BE ANCHORED TO RESIST THE LATERAL FORCE REQUIREMENTS OF CHAPTER 16 OF THE 2022 CALIFORNIA BUILDING CODE. 5.COORDINATE THE INSTALLATION OF THE HVAC SYSTEM WITH ALL OTHER TRADES PRIOR TO FABRICATION OR INSTALLATION. COORDINATE THE LOCATIONS OF PENETRATIONS AND FINAL LOCATION OF ALL EQUIPMENT WITH THE GENERAL CONTRACTOR. PROVIDE EQUIPMENT WEIGHTS, EQUIPMENT DIMENSIONS, PLATFORM SIZES & LOCATIONS, CURB SIZES & LOCATIONS, CONCRETE PAD SIZES AND LOCATIONS AS REQUIRED. COORDINATE LOCATIONS OF GAS & CONDENSATE LINES WITH PLUMBING CONTRACTOR. COORDINATE LOCATIONS OF POWER, DISCONNECTS, AND CONTROL CONDUIT WITH THE ELECTRICAL CONTRACTOR. COORDINATE LOCATIONS OF ALL DIFFUSERS, REGISTERS, AND GRILLES WITH ARCHITECTURAL PLANS, ELECTRICAL LIGHTING PLANS AND ARCHITECTURAL ELEVATIONS. 6.DETAILS FOR EQUIPMENT PADS, PLATFORMS, AND FLASHINGS SHALL BE AS INDICATED BY THE ARCHITECTURAL/STRUCTURAL/CIVIL DRAWINGS, UNLESS NOTED OTHERWISE. 7.ALL EQUIPMENT, DUCTS, PIPING, SUPPORTS, AND OTHER DEVICES OUTSIDE OF THE BUILDING OR EXPOSED TO WEATHER, SHALL BE COMPLETELY WEATHER-PROOFED. 8.OUTSIDE AIR INTAKES SHALL BE AT LEAST 10 FT. AWAY OR 3 FT. BELOW ANY VENT OR EXHAUST DISCHARGE. 9.ALL DUCT SIZES ARE CLEAR INSIDE DIMENSIONS. DUCTWORK SHALL BE CONSTRUCTED, ERECTED, INSULATED AND TESTED IN ACCORDANCE CHAPTER 6 OF THE 2022 CALIFORNIA MECHANICAL CODE. 10.ALL EXHAUST FANS SHALL BE EQUIPPED WITH A BACK DRAFT DAMPER. 11.DUCT AND AIR TRANSFER PENETRATIONS THRU BUILDING ASSEMBLIES REQUIRING PROTECTION SHALL BE PROTECTED WITH FIRE DAMPERS, SMOKE DAMPERS, COMBINATION SMOKE/FIRE DAMPERS AND CEILING RADIATION DAMPERS IN ACCORDANCE WITH SECTION 607 OF THE CALIFORNIA MECHANICAL CODE. DUCTS NOT REQUIRING DAMPERS SHALL COMPLY WITH SECTION 714 & 717 OF THE 2022 CALIFORNIA BUILDING CODE. 12.INSTALL SMOKED DETECTORS AND PROVIDE FOR SMOKE DETECTION AND AUTOMATIC SHUT-OFF OF ALL AIR HANDLING EQUIPMENT IN ACCORDANCE WITH SECTION 606 OF THE 2022 CALIFORNIA MECHANICAL CODE. 13.UNLESS NOTED OTHERWISE, ALL LINE VOLTAGE WIRING, CONDUIT, FINAL CONNECTIONS, DISCONNECTS, STARTERS, AND OVER CURRENT PROTECTION DEVICES SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR AS INDICATED ON THESE MECHANICAL DRAWINGS AND/OR ELECTRICAL DRAWINGS AND/OR ELECTRICAL SECTION OF THE SPECIFICATIONS. 14.INSTALL ALL LOW VOLTAGE HVAC CONTROL WIRE AND DEVICES PER PLAN. ALL WIRE SHALL BE IN CONDUIT PROVIDED AND INSTALLED BY THE ELECTRICAL CONTRACTOR UNLESS NOTED OTHERWISE. 15.PROVIDE OWNER WITH THREE COPIES OF A CERTIFIED AIR BALANCE REPORT PREPARED IN BY A THIRD PARTY CERTIFIED BY THE AABC OR NEBB. TEST, ADJUST AND BALANCE THE HVAC SYSTEM IN ACCORDANCE WITH AABC OR NEBB PROCEDURES. PROVIDE START-UP/TEST REPORTS FOR ALL AIR HANDLING EQUIPMENT, FANS, AND REFRIGERATION EQUIPMENT. TEST AND VERIFY PROPER OPERATION OF ALL MAKE-UP AIR/EXHAUST AIR INTERLOCK SYSTEMS AND THEIR SEQUENCES OF OPERATION. BALANCE ALL AIR FLOWS WITHIN 5% OF DESIGN VALUES. PERMANENTLY MARK BALANCE POSITION OF ALL REGULATING DEVICES. 16.PROVIDE OWNER WITH THREE SETS OF AS-BUILT PLANS AND OPERATIONS AND MAINTENANCE MANUALS. CLEARLY IDENTIFY ALL EQUIPMENT WITH PERMANENT PLASTIC OR METAL LABELS/TAGS (PEN MARKING NOT ACCEPTABLE). 17.PROVIDE ONE YEAR WARRANTY ON ALL LABOR, PARTS AND MATERIALS. 18.ANY CHANGE OR DEVIATION FROM THESE PLANS OR SPECIFICATIONS SHALL REQUIRE THE WRITTEN APPROVAL OF THE ENGINEER PRIOR TO COMMENCEMENT OF SUCH WORK. 19.0 a)DUCTS FOR DEMAND CONTROLLED VENTILATION SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS, THE PROVISIONS ASHRAE 62.2, TABLE 5.3, OR THE AIRFLOW SHALL BE MEASURED AS REQUIRED BY AND IN COMPLIANCE WITH ASHRAE 62.2, 5.4. 1.ALL CONTRACTORS (GENERAL CONTRACTOR AND SUB-CONTRACTORS) BIDDING THIS PROJECT ARE REQUIRED TO VISIT THE JOB SITE AND VERIFY THE EXISTING CONDITIONS PRIOR TO SUBMITTING THEIR BID. CONTRACTORS ARE TO CAREFULLY REVIEW ALL CONSTRUCTION DOCUMENTS AND NOTE ANY DISCREPANCIES BETWEEN THE CONSTRUCTION DOCUMENTS AND THE CONDITIONS OBSERVED AT THE JOB SITE PRIOR TO SUBMISSION OF ANY BID. THE BUILDING OWNER REPRESNENTATIVE LISTED BELOW MAY BE CONTACTED FOR ACCESS TO THE JOB SITE. 2.CONTRACTORS ARE RESPONSIBLE FOR VERIFYING THE LOCATION AND CONDITION OF ALL POINTS OF CONNECTION, LOCATION AND CONDITION OF ALL BUILDING (ROOF/FLOOR/CEILING) PENETRATIONS, LOCATION AND CONDITION OF ALL UTILITIES AND BUILDING SYSTEMS INCLUDING, BUT NOT LIMITED TO, GAS, WATER, SEWER, VENT, ELECTRICAL, BUILDING MECHANICAL SYSTEMS, DUCT CONNECTIONS, EXHAUST/OUTSIDE AIR CONNECTIONS, SECURITY, FIRE ALARM, DATA, AND PHONE PRIOR TO SUBMISSION OF THEIR BID. 3.ANY DISCREPANCIES BETWEEN THE CONSTRUCTION DOCUMENTS AND THE CONDITIONS OBSERVED SHALL BE BROUGHT TO THE ATTENTION, IN WRITING, TO THE ARCHITECT AND/OR ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. 4.NO WORK SHALL BE DONE ON ANY PART OF THE BUILDING BEYOND THE POINT INDICATED IN EACH SUCCESSIVE INSPECTION WITHOUT FIRST OBTAINING THE WRITTEN APPROVAL OF THE CODE OFFICIAL. NO CONSTRUCTION SHALL BE CONCEALED WITHOUT BEING INSPECTED AND APPROVED. SHEET TAG TITLE SCALE M 0.00 MECHANICAL GENERAL NOTES AND SPECIFICATIONS NTS 3/8" = 1'- 0"FIRST FLOOR - MECHANICAL LAYOUT MECHANICAL GENERAL DETAILS MECHANICAL LIST OF DRAWINGS (LoD): M 1.01 M 2.01 NTS MECHANICAL SPECIFICATIONS HVAC GENERAL NOTES LEGEND SPECIAL NOTICE TO CONTRACTORS M 0.01 CALIFORNIA MECHANICAL CODE CHECKING NTS DRAWING NO.REV. PROJ. NO.PROJ. ENGR.SCALE @ 24X36: TITLE: PROJECT: REV. NO.DESCRIPTION DATE BY Address: Foxbrough pl Pleasanton, CA. 94566 Phone: (424) 414-0997 Web site: www.innodez.com Email: hello@innodez.com NOTES: ADDRESS: CLIENT: CONFIDENTIALITY STATEMENT: ALL DRAWINGS AND WRITTEN MATERIALS APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE DESIGNER AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT CONSENT OF THE DESIGNER. Inno Dez 400 SOUTH BALDWIN AVENUE ARCADIA, CA 91007 M0.00 MECH GENERAL NOTES AND SPECIFICATIONS 3/31/24 MAISON KOSE, SANTA ANITA PROJECT: 402.4 Outdoor Air Intake Protection. Required outdoor- air intakes shall be covered with a screen having not less than 14 of an inch (6.4 mm) openings, and shall have not more than 12 of an inch (12.7 mm) openings. 402.4.1 Weather Protections. Outdoor air intakes that are part of the mechanical ventilation system shall be designed to manage rain entrainment, to prevent rain intrusion, and manage water from snow in accordance with ASHRAE 62.1. 402.5 Bathroom Exhaust Fans. [HCD 1 & HCD 2] Each bathroom shall be mechanically ventilated in accordance with Division 4.5 of the California Green Building Standards Code (CALGreen). 407.2.2 Exhaust Outlets. Exhaust outlets shall be located a minimum of 10 feet (3048 mm) above adjoining grade and 10 feet (3048 mm) from doors, occupied areas, and operable windows. Exception: Airborne infection isolation rooms shall comply with Section 414.1. CALIFORNIA MECHANICAL CODE CHECKING: PLEASE REFER TO TABLE 506.2(1) FOR MINIMUM S HEET METAL THICKNESS FOR ROUND DUCTS 604.0 Insulation of Ducts. 604.1 General. Air ducts conveying air at temperatures exceeding 140°F (60°C) shall be insulated to maintain an insu- lation surface temperature of not more than 140°F (60°C). Fac- tory-made air ducts and insulations intended for installation on the exterior of ducts shall be legibly printed with the name of the manufacturer, the thermal resistance (R) value at installed thickness, flame-spread index, and smoke developed index of the composite material. Internal duct liners and insulation shall be installed in accordance with SMACNA HVAC Duct Con- struction standards – Metal and Flexible. [OSHPD 1, 1R, 2, 3, 4 & 5] Cold air ducts shall be insulated wherever necessary or to prevent condensation. Exceptions: (1)Factory-installed plenums, casings, or ductwork furnished as part of HVAC equipment tested and rated in accor- dance with approved energy efficiency standards. (2)Ducts or plenums located in conditioned spaces where heat gain or heat loss will not increase energy use. (3)For runouts less than 10 feet (3048 mm) in length to air ter- minals or air outlets, the rated R-value of insulation need not exceed R-3.5. (4)Backs of air outlets and outlet plenums exposed to uncon- ditioned or indirectly conditioned spaces with face areas exceeding 5 square feet (0.5m2) need not exceed R-2; those 5 square feet (0.5m2) or smaller need to be insu- lated. (5)Ducts and plenums used exclusively for evaporative cool- ing systems. E 502.4 Ducts. Ducts shall be sized, installed, and tested in accordance with Section E 502.4.1 though Section E 502.4.4. E 502.4.1 Insulation and Ducts. Portions of the air distribution system installed in or on buildings for heat- ing and cooling shall be R-8. Where the mean outdoor dew-point temperature in a month exceeds 60°F (16°C), vapor retarders shall be installed on conditioned-air sup- ply ducts. Vapor retarders shall have a water vapor per- meance not exceeding 0.5 perm [2.87 E-11 kg/(Pa.s.m2)] where tested in accordance with Procedure A in ASTM E96. Insulation shall not be required where the ducts are within the conditioned space. [ASHRAE 90.2:6.4] E 502.4.4 Duct Sizing. Duct systems shall be sized in accordance with ACCA Manual D or other methods approved by the Authority Having Jurisdiction with the velocity in the main duct not exceed 1000 feet per minute (ft/min) (5.08m/s) and the velocity in the sec- ondary branch duct not to exceed 600 ft/min (3.048 m/s). 310.0 Condensate Wastes and Control. 310.1 Condensate Disposal. Condensate from air wash- ers, air-cooling coils, condensing appliances, and the over- flow from evaporative coolers and similar water-supplied equipment or similar air-conditioning equipment shall be col- ected and discharged to an approved plumbing fixture or dis- posal area. Where discharged into the drain system, equipment shall drain by means of an indirect waste pipe. The Waste pipe shall have a slope of not less than 18 inch per foot (10.4 mm/m) or 1 percent slope and shall be of approved cor- rosion-resistant material not smaller than the outlet size in accordance with Section 310.3 or Section 310.4 for air-cool- ing coils or condensing appliances, respectively. Condensate or wastewater shall not drain over a public way. 310.3 Condensate Waste Pipe Material and Sizing. Condensate waste pipes from air-cooling coils shall be sized in accordance with the equipment capacity as specified in Table 310.3. The material of the piping shall comply with the pressure and temperature rating of the appliance or equipment, and shall be approved for use with the liquid being discharged. EQUIPMENT CAPACITY IN TONS OF REFRIGERATION MINIMUM CONDENSATE PIPE DIAMETER (inches) Up to 20 3 4 21 – 40 1 41 – 90 1 14 91 – 125 1 12 126 – 250 2 TABLE 310.3 MINIMUM CONDENSATE WASTE PIPE SIZE For SI units: 1 ton of refrigeration = 3.52 kW, 1 inch = 25 mm 310.3.1 Cleanouts. Condensate drain lines shall be configured or provided with a cleanout to permit the clearing of blockages and for maintenance without requiring the drain line to be cut. 310.5 Point of Discharge. Air conditioning condensate waste pipes shall connect indirectly, except where permitted in Section 310.6, to the drainage system through an air gap or air break to trapped and vented receptors, dry wells, leach pits, or the tailpiece of plumbing fixtures. A condensate drain shall be trapped in accordance with the appliance manufac- turer's instructions or as approved. 310.6 Condensate Waste From Air-Conditioning Coils. Where the condensate waste from air-conditioning coils discharges by direct connection to a lavatory tailpiece or to an approved accessible inlet on a bathtub overflow, the con- nection shall be located in the area controlled by the same person controlling the air-conditioned space. 311.3 Prohibited Source. Outside or return air for a heating or cooling air system shall not be taken from the following loca- tions: (1)Less than 10 feet (3048 mm) in distance from an appliance vent outlet, a vent opening of a plumbing drainage system, or the discharge outlet of an exhaust fan, unless the outlet is 3 feet (914 mm) above the outside-air inlet. (2)Less than 10 feet (3048 mm) above the surface of an abut ting public way, sidewalk, street, alley, or driveway. Mechanical draft vent terminal (see Section 802.8) Mechanical draft vent terminal (see Section 802.8.1) Direct vent terminal clearance Minimum Clearance, C Input (Btu/hr)Clearance (inches) 10 000 or less 6 10 001 to 50 000 9 Over 50 00012 (See Section 8.2.8.2) For SI units: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1000 British thermal units per hour = 0.293 kW Forced air inlet Grade 3 ft. min.12 inch minimum 4 feet minimum 4 f e e t mi n i m u m 12 i n c h m i n i m u m 12 i n c h m i n i m u m C Less than 10 feet FIGURE 802.8 EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS [NFPA 54: FIGURE A.12.9] 701.10.1 Minimum Screen Mesh Size. Screens shall be not less than 14 of an inch (6.4 mm) mesh. [NFPA 54:9.3.7.2] DUCT SIZING, THICKNESS & INSULATION CONDENSATE DRAIN:AIR INTAKE AND EXHAUST: 502.1 Exhaust Opening Protection. Exhaust openings ter- minating to the outdoors shall be covered with a corrosion- resistant screen having not less than 14 of an inch (6.4 mm) openings, and shall have not more than 12 of an inch (12.7 mm) openings. Exception: Clothes dryers. 504.4 Clothes Dryers. A clothes dryer exhaust duct shall not be connected to a vent connector, gas vent, chimney, and shall not terminate into a crawl space, attic, or other concealed space. Exhaust ducts shall not be assembled with screws or other fastening means that extend into the duct and that are capable of catching lint, and that reduce the efficiency of the exhaust system. 504.4.1 Provisions for Makeup Air. Make up air shall be provided in accordance with the following: (1)Makeup air shall be provided for Type 1 clothes dry- ers in accordance with the manufacturer's instruc- tions. [NFPA 54: 10.4.3.1] Where a closet is designed for the installation of a clothes dryer, an opening of not less than 100 square inches (0.065 m2) for makeup air shall be provided in the door or by other approved means. (2)Provision for makeup air shall be provided for Type 2 clothes dryers, with a free area of not less than 1 square inch (0.0006 m2) for each 1000 British ther- mal units per hour (Btu/g)(0.293 kW) total input rat- ing of the dryer(s) installed [NFPA 54:10.4.3.2]. 504.4.3.1 Exhaust Ducts for Type 2 Clothes Dryers. Exhaust ducts for Type 2 clothes dryers shall comply with the following: (1)Exhaust ducts for Type 2 clothes dryers shall comply with Section 504.4. [NFPA 54:10.4.5.1] (2)Exhaust ducts for Type 2 clothes dryers shall be constructed of sheet metal or other noncom- bustible material. Such ducts shall be equiva- lent in strength and corrosion resistance to ducts 0.0195 of an inch (0.4953 mm) thick. [NFPA 54:10.4.5.2] (3)Type 2 clothes dryers shall be equipped or installed with lint-controling means. [NFPA 54:10.4.5.3] (4)Exhaust ducts for Type 2 clothes dryers shall be installed with a clearance of not less than 6 inches (152 mm) from adjacent combustible material. Where exhaust ducts for Type 2 clothes dryers are installed with reduced clear- ances, the adjacent combustible material shall be protected in accordance with Table 303.10.1. [NFPA 54:10.4.5.4] (5)Where ducts pass through walls, floors, or par- titions, the space around the duct shall be sealed with noncombustible material. [NFPA 54:10.4.5.4] 504.4.2.1 Length Limitation Unless otherwise permitted or required by the dryer manufacturer's instructions and approved by the Authority Having Jurisdiction, domestic dryer moisture exhaust ducts shall not exceed a total combined horizontal and vertical length of 14 feet (4267 mm), including two 90 degree (1.57 rad) elbows. A length of 2 feet (610 mm) shall be deducted for each 90 degree (1.57 rad) elbow in excess of two GAS CLOTHES DRYER: FACTORY-MADE AIR DUCTS FACTORY-MADE AIR DUCTS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 181 AND INSTALLED IN ACCORDANCE WITH THE TERMS OF THEIR LISTING, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND SMACNA HVAC DUCT CONSTRUCTION STANDARDS-METAL AND FLEXIBLE. FACTORY-MADE AIR DUCTS SHALL NOT BE USED FOR VERTICAL RISERS IN AIR-DUCT SYSTEMS SERVING MORE THAN TWO STORIES AND SHALL NOT PENETRATE A FIRE-RESISTANCE-RATED ASSEMBLY OR CONSTRUCTION. FACTORY-MADE AIR DUCTS SHALL BE INSTALLED WITH NOT LESS THAN 4 INCHES (102 MM) OF SEPARATION FROM EARTH, EXCEPT WHERE INSTALLED AS A LINER INSIDE OF CONCRETE, TILE, OR METAL PIPE AND SHALL BE PROTECTED FROM PHYSICAL DAMAGE. THE TEMPERATURE OF THE AIR TO BE CONVEYED IN A DUCT SHALL NOT EXCEED 250°F (121° C). FLEXIBLE AIR CONNECTORS SHALL NOT BE PERMITTED. RECTANGULAR DUCTS SUPPORTS FOR RECTANGULAR DUCTS SHALL BE INSTALLED ON TWO OPPOSITE SIDES OF EACH DUCT AND SHALL BE RIVETED, BOLTED, OR METAL SCREWED TO EACH SIDE OF THE DUCT AT INTERVALS SPECIFIED. METAL DUCTS DUCTS SHALL BE SUPPORTED AT EACH CHANGE OF DIRECTION AND IN ACCORDANCE WITH SMACNA HVAC DUCT CONSTRUCTION STANDARDS-METAL AND FLEXIBLE. RISER DUCTS SHALL BE HELD IN PLACE BY MEANS OF METAL STRAPS OR ANGLES AND CHANNELS TO SECURE THE RISER TO THE STRUCTURE. METAL DUCTS SHALL BE INSTALLED WITH NOT LESS THAN 4 INCHES (102 MM) SEPARATION FROM EARTH. DUCTS SHALL BE INSTALLED IN A BUILDING WITH CLEARANCES THAT WILL RETAIN THE FULL THICKNESS OF FIRE-PROOFING ON STRUCTURAL MEMBERS. COMBUSTIBLES WITHIN DUCTS OR PLENUMS MATERIALS EXPOSED WITHIN DUCTS OR PLENUMS SHALL BE NONCOMBUSTIBLE OR SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 AND A SMOKE-DEVELOPED INDEX NOT TO EXCEED 50, WHERE TESTED AS A COMPOSITE PRODUCT IN ACCORDANCE WITH ASTM E84 OR UL 723. EXCEPTIONS: 1.RETURN-AIR AND OUTSIDE-AIR DUCTS, PLENUMS, OR CONCEALED SPACES THAT SERVE A DWELLING UNIT. 2.AIR FILTERS IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 311.2. 3.WATER EVAPORATION MEDIA IN AN EVAPORATIVE COOLER. 4.CHARCOAL FILTERS WHERE PROTECTED WITH AN APPROVED FIRE SUPPRESSION SYSTEM. 5.PRODUCTS LISTED AND LABELED FOR INSTALLATION WITHIN PLENUMS IN ACCORDANCE WITH SECTION 602.2.1 THROUGH SECTION 602.2.3. 6.SMOKE DETECTORS. 7.DUCT INSULATION, COVERINGS, AND LININGS AND OTHER SUPPLEMENTARY MATERIALS INSTALLED IN ACCORDANCE WITH SECTION 604.0. 8.MATERIALS IN A HAZARDOUS FABRICATION AREA INCLUDING THE AREAS ABOVE AND BELOW THE FABRICATION AREA SHARING A COMMON AIR RECIRCULATION PATH WITH THE FABRICATION AREA. NOTES ON DUCTS MATERIAL & CONSTRUCTION: FLEXIBLE AIR DUCTS FLEXIBLE AIR DUCTS SHALL COMPLY WITH UL 181, AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND SMACNA HVAC DUCT CONSTRUCTION STANDARDS-METAL AND FLEXIBLE. FLEXIBLE AIR DUCT INSTALLATIONS SHALL COMPLY WITH THE FOLLOWING: 1.DUCTS SHALL BE INSTALLED USING THE MINIMUM REQUIRED LENGTH TO MAKE THE CONNECTION. 2.HORIZONTAL DUCT RUNS SHALL BE SUPPORTED AT NOT MORE THAN 4 FEET (1219 MM) INTERVALS. 3.VERTICAL RISERS SHALL BE SUPPORTED AT NOT MORE THAN 6 FEET (1829 MM) INTERVALS. 4.SAG BETWEEN SUPPORT HANGERS SHALL NOT EXCEED 1/2 INCH (12.7 MM) PER FOOT (305 MM) OF SUPPORT SPACING. 5.SUPPORTS SHALL BE RIGID AND SHALL BE NOT LESS THAN 11/2 INCHES (38 MM) WIDE AT POINT OF CONTACT WITH THE DUCT SURFACE. 6.DUCT BENDS SHALL BE NOT LESS THAN ONE DUCT DIAMETER BEND RADIUS. 7.SCREWS SHALL NOT PENETRATE THE INNER LINER OF NON-METALLIC FLEXIBLE DUCTS UNLESS PERMITTED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 8.FITTINGS FOR ATTACHING NON-METALLIC DUCTS SHALL BE BEADED AND HAVE A COLLAR LENGTH OF NOT LESS THAN 2 INCHES (51 MM) FOR ATTACHING THE DUCT. EXCEPTION: A BEAD SHALL NOT BE REQUIRED WHERE METAL WORM-GEAR CLAMPS ARE USED OR WHERE ATTACHING METALLIC DUCTS USING SCREWS IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 9.DUCT INNER LINER SHALL BE INSTALLED AT NOT LESS THAN 1 INCH (25.4 MM) ON THE COLLAR AND PAST THE BEAD PRIOR TO THE APPLICATION OF THE TAPE AND MECHANICAL FASTENER. WHERE MASTIC IS USED INSTEAD OF TAPE, THE MASTIC SHALL BE APPLIED IN ACCORDANCE THE MASTIC MANUFACTURER'S INSTRUCTIONS. 10.DUCT OUTER VAPOR BARRIERS SHALL BE SECURED USING TWO WRAPS OF APPROVED TAPE. A MECHANICAL FASTENER SHALL BE PERMITTED TO BE USED IN PLACE OF, OR IN COMBINATION WITH, THE TAPE. 11.FLEXIBLE AIR DUCTS SHALL NOT PENETRATE A FIRE-RESISTANCE-RATED ASSEMBLY OR CONSTRUCTION. 12.THE TEMPERATURE OF THE AIR TO BE CONVEYED IN A FLEXIBLE AIR DUCT SHALL NOT EXCEED 250°F (121 °C). 13.FLEXIBLE AIR DUCTS SHALL BE SEALED IN ACCORDANCE WITH SECTION 603.10. DRAWING NO.REV. PROJ. NO.PROJ. ENGR.SCALE @ 24X36: TITLE: PROJECT: REV. NO.DESCRIPTION DATE BY Address: Foxbrough pl Pleasanton, CA. 94566 Phone: (424) 414-0997 Web site: www.innodez.com Email: hello@innodez.com NOTES: ADDRESS: CLIENT: CONFIDENTIALITY STATEMENT: ALL DRAWINGS AND WRITTEN MATERIALS APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE DESIGNER AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT CONSENT OF THE DESIGNER. Inno Dez 400 SOUTH BALDWIN AVENUE ARCADIA, CA 91007 M0.01 MECHANICAL CODE CHECKING. 3/31/24 MAISON KOSE, SANTA ANITA PROJECT: GENERAL NOTES: 1.MECHANICAL CONTRACTOR TO COORDINATE ROUTING AND LOCATION OF MECHANICAL COMPONENTS AND EQUIPMENT WITH ALL OTHER TRADES AND EXISTING FIELD CONDITIONS PRIOR TO PERFORMING WORK. 2.CONTRACTOR TO CUT AND PATCH AS REQUIRED TO PERFORM THE WORK. 3.ACCESS DOORS ARE REQUIRED FOR ANY COMPONENT REQUIRING ACCESS ABOVE HARD LID CEILINGS. COORDINATE SIZE, LOCATION AND FINISH WITH ARCHITECT PRIOR TO PERFORMING WORK. 4.REFER TO THE DIAGRAMS THAT APPLY TO THIS SHEET WHICH PROVIDE GENERAL GUIDANCE FOR INSTALLATION THOUGH NOT ALL COMPONENTS AND ACCESSORIES MAY BE SHOWN. 5.PRIOR TO INSTALLATION, CONFIRM SPECIFIC LOCATION FOR ALL THERMOSTATS / SENSORS WITH ARCHITECT. MOUNT AT 48" A.F.F. OR IN ACCORDANCE WITH ADA REQUIREMENTS. PROVIDE LOCKING COVERS. 6.COORDINATE AND CONFIRM BORDER, FRAME, FINISH, AND LOCATION WITH ARCHITECT PRIOR TO ORDERING. 7.ANY PENETRATIONS THROUGH WALL STUDS, FLOOR JOISTS, OR ROOF TO BE IN ACCORDANCE WITH THE LATEST ADOPTED BUILDING CODE. 8.DUCT DIMENSIONS SHOWN ARE CLEAR INSIDE DIMENSIONS. 9.CONTRACTOR TO CONFIRM ADEQUATE RETURN AIR PATH BACK TO MAIN AIR HANDLING UNIT. IM CUBE IM CUBE (E) ELEVATOR N.I.C (E) STOCKROOM WALL SHELF WALL SHELF PO S C O U N T E R @ 3 4 " A F F HIGH COUNTER DISPLAY TABLE-B DISPLAY TABLE-B DISPLAY TABLE-A (N) ADA RESTROOM (E) RESTROOM EQUIPMENT C4 C5 5 4 TESTER TABLE F E (N) FULL-HEIGHT WALL (E) SALES AREASI G N (E) CORRIDOR (E) WATER HEATER (E) WATER COOLER (E) ELECTRICAL PANELS TO REMAIN (E) TRANSFORMER LA HA T TESTER TABLE HIGH COUNTER C4 THE WHOLE MECHANICAL SYSTEM (DUCTS, DIFFUSERS, FANS AND AHU) IS EXISTING TO REMAIN DRAWING NO.REV. PROJ. NO.PROJ. ENGR.SCALE @ 24X36: TITLE: PROJECT: REV. NO.DESCRIPTION DATE BY Address: Foxbrough pl Pleasanton, CA. 94566 Phone: (424) 414-0997 Web site: www.innodez.com Email: hello@innodez.com NOTES: ADDRESS: CLIENT: CONFIDENTIALITY STATEMENT: ALL DRAWINGS AND WRITTEN MATERIALS APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE DESIGNER AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT CONSENT OF THE DESIGNER. Inno Dez 400 SOUTH BALDWIN AVENUE ARCADIA, CA 91007 M1.01 MECH. LAYOUTS AND EQUIPMENT SCHEDULE. 3/31/24 MAISON KOSE, SANTA ANITA PROJECT: DUCT SUPPLY BUTTERFLY DAMPER IN BRANCH DUCT WRAP INSULATION SUSPENDED CEILING 2" EXTERNAL BAND SUPPORT ROOF STRUCTURE TIE OFF TO METAL EXTERNAL INSULATION MAX. LENGTH 5'-0" FLEX DUCT WITH MIN R-5 DIFFUSER W/ROUND LAY-IN SUPPLY AIR NECK & O.B.D. 8M) WITH EXTERNAL INSULATION MAXIMUM 5' LENGTH MEDIUM PRESSURE, ACOUSTICAL INSULATION FLEX DUCT (EQUAL TO FLEX MASTER HIGH EFFICIENCY SPIN-IN TAP SUPPLY AIR DIFFUSER CONNECTION 30/12 18/12 12/12 30/12 18/12 % GAS SAFETY TRANSITIONDIFFUSERTRANSITIONDIFFUSER MAIN BRANCH TAKE-OFFS SPLITTER DAMPER 30/12 18 12 16/12 20/12 30/12 18/12 20/1216/12 RISERS 36/24 RISE 36 24 24/36 DN D = DROP R = RISE R 36/24 24/36 DN 36/24 SIDEWALL REGISTERS 36/12 24/12 GRILLE SIDEWALLSIDEWALL GRILLE 24/12 AIR EXTRACTOR 36/12 DUCT CROSSOVERS UNDERNEATH THIS DUCT RUNTURNING VANES ELBOW WITHTHIS DUCT RUNS UNDERNEATH SUB-BRANCH TAP AND TEE 18/12 12/8 30/1212/8 12/8 18/12 18/1230/12 EXTERIOR WALL CONSTRUCTION WITH INSULATION METAL OR WOOD STUDS AIR FLOW REFRIGERANT LINES PLASTIC WALL SLEEVE WITH CHROME ESCUTCHEONCLEARANCE AROUND MAINTAIN SERVICE UNIT CONDENSING UNIT AIR COOLED SIGHT GLASS REFRIGERANT VALVE FILTER DRYER (TYPICAL) NEOPRENE PAD HOUSEKEEPING PAD 4" THICK CONCRETE OUTSIDE AIR CONDITIONER CEILING EXHAUST FAN DETAIL IN-LINE FAN DETAIL CEILING EXHAUST GRILLE GASKETED ACCESS PANEL FLEXIBLE CONNECTION MOUNT FAN FROM STRUCTURE ABOVE WITH THREADED RODS. PROVIDE NEOPRENE VIBRATION ISOLATORS. BACKDRAFT DAMPER FLEXIBLE CONNECTION RECTANGULAR OR ROUND DUCTWORK AS SPECIFIED ON PLANS ABOVE WITH THREADED RODS. MOUNT FAN FROM STRUCTURE PROVIDE NEOPRENE VIBRATION ISOLATORS. DUCTWORK BACKDRAFT DAMPER MECHANICAL CONTRACTOR SHALL EXAMINE ALL OTHER SPECIFICATIONS, DRAWINGS AND ALL FEATURES OF BUILDING CONSTRUCTION WHICH MAY AFFECT HIS WORK AND SHALL B GOVERNED BY THESE AND OTHER SPECIFICATIONS, INCLUDIN THE GENERAL CONDITIONS AND PARTICULAR INSTRUCTIONS T ALL BIDDER AND SUPPLIERS ALL WORK SHALL BE EXECUTED AND INSPECTED IN STRICT ACCORDANCE WITH ALL LOCAL CODES AND/OR STATE CODES, LAWS, ORDINANCES, RULES AND REGULATIONS APPLICABLE TO THIS PARTICULAR CLASS OF WORK, AND EACH CONTRACTOR SHALL INCLUDE IN HIS PRICE ALL APPLICABLE SERVICE CHARGES, FEES, PERMITS, TAXES, AND OTHER SIMILAR COSTS IN CONNECTION THEREWITH PRIOR TO FABRICATION OF DUCTWORK, THE MECHANICAL CONTRACTOR SHALL EXAMINE AND VERIFY ALL CONDITIONS ABOVE AND BELOW THE CEILING WHICH MAY INTERFERE WITH THE DUCT SYSTEM AND NOTIFY THE ARCHITECT OF ANY CONFLICT ENCOUNTERED CONTRACTOR SHALL PROVIDE ALL OFFSETS, ETC WHICH MAY BE REQUIRED, WITHOUT ADDITIONAL COST TO THE OWNER ALL SHEET METAL DUCT CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH "SMACNA" LOW PRESSURE DUCT CONSTRUCTION STANDARD TURNING VANES SHALL BE INSTALLED IN ALL BENDS IN RECTANGULAR DUCT EXCEEDING 30" ALL DUCTS SHALL BE SUPPORTED WITH 1"WIDE, 16 GAUGE, GALVANIZED STEEL BANDS ALL RECTANGULAR DUCT SHALL BE INSULATED WITH A MIN OF 1"INTERNAL LINER, 2 LBS DENSITY R-60 ALL ROUND DUCTS AND DIFFUSER TOPS SHALL HAVE A MIN 2" THICK OF FOIL BACKED BLANKET TYPE INSULATION R=4-4 2, WITH ALL JOINTS BUTTED AND TAPED ALL DUCT DIMENSIONS SHOWN ON PLANS ARE INTERNAL THE MECHANICAL CONTRACTOR SHALL COORDINATE THE LOCATION OF SUPPLY AND RETURN AIR REGISTERS, DUCTS, GRILLES AND DIFFUSERS WITH LIGHTING AND CEILING PATTERNS PROVIDE LATERAL BRACING OF ALL DUCTS AND PIPES AS REQUIRED BY CODE INSULATE AND SEAL ALL DUCTWORK PER CHAPTER 10 OF THE STATE MECHANICAL CODE (T-24, PART 4) MOUNT ALL THERMOSTATS AT 48" ABOVE FINISHED FLOOR ALL BRACING OF DUCTS AND PIPING SHALL BE INSTALLED IN ACCORDANCE WITH SMACNA GUIDELINES WHERE BRACING DETAILS ARE NOT SHOWN ON THE DRAWINGS OR IN THE GUIDELINES, THE FIELD INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE ARCHITECT AND THE MECHANICAL ENGINEER DUCT SMOKE DETECTOR SHALL BE INSTALLED BELOW THE ROOF ALL MECHANICAL EQUIPMENT AND SYSTEMS INSTALLED AS PART OF PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF THE 2013 CALIFORNIA MECHANICAL CODE AND THE 2013 CALIFORNIA BUILDINGCODE AND THE 2013 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS OUTSIDE AIR FOR A HEATING OR COOLING SYSTEM SHALL NOT BE TAKEN FROM CLOSER THAN 10 FEET FROM AN APPLIANCE VENT OUTLET, VENT OPENING OF A PLUMBING SYSTEM, OR THE DISCHARGE OUTLET OF EXHAUST FAN, UNLESS THE OUTLET IS 3 FT ABOVE THE OUTSIDE AIR INLET (CMC 314 3) PROVIDE 120 VOLT ELECTRICAL OUTLETS WITHIN 25 FT OF ALL MECH EQUIPT (CMC 309) HEATING,VENTILATING,ANDAIR CONDITIONING SYSTEMS SHALL BE BALANCED IN ACCORDANCE WITH ONE OF THE FOLLOWING METHODS IN ACCORDANCE WITH CMC 317 1 REQUIREMENTS AABC NATIONAL STANDARDS FOR TOTAL SYSTEM BALANCE ACCA MANUAL B ASHRAE 111 NEBB PROCEDURAL STANDARDS FOR TESTING,ADJUSTING ADJUSTING BALANCING OF ENVIRONMENTAL SYSTEMS SMACNA HVAC TESTING,ADJUSTING,AND BALANCING MATERIALS EXPOSED WITHIN DUCTS OR PLENUMS SHALL BE NON COMBUSTIBLE OR SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 AND A SMOKE DEVELOPED INDEX NOT TO EXCEED 50 WHERE TESTED AS A COMPOSITE PRODUCT IN ACCORDANCE WITH ASTM E84 OR UL 723 DRAWING NO.REV. PROJ. NO.PROJ. ENGR.SCALE @ 24X36: TITLE: PROJECT: REV. NO.DESCRIPTION DATE BY Address: Foxbrough pl Pleasanton, CA. 94566 Phone: (424) 414-0997 Web site: www.innodez.com Email: hello@innodez.com NOTES: ADDRESS: CLIENT: CONFIDENTIALITY STATEMENT: ALL DRAWINGS AND WRITTEN MATERIALS APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE DESIGNER AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT CONSENT OF THE DESIGNER. Inno Dez 400 SOUTH BALDWIN AVENUE ARCADIA, CA 91007 M2.01 MECHANICAL GENERAL DETAILS 3/31/24 MAISON KOSE, SANTA ANITA PROJECT: INSTALLATION RECEPTACLES HEIGHTS: h1: 18 in h2: 42 in h3: 48 in h4: 60 in h5: 84 in h6: 94 in 1.ELECTRICAL GENERAL NOTES 2. ELECTRICAL POWER NOTES 3. NETWORK CABLING REQUIREMENTS 4. GENERAL FIRE ALARM NOTES 5.ELECTRICAL ABBREVIATIONS: A.ALL REQUIRED DOCUMENTATION REGARDING THE DESIGN OF FIRE DETECTION, ALARM, AND COMMUNICATIONS SYSTEMS AND THE PROCEDURES FOR MAINTENANCE, INSPECTION, AND TESTING OF FIRE DETECTION, ALARM, AND COMMUNICATIONS SYSTEMS SHALL BE MAINTAINED AT AN APPROVED, SECURED LOCATION FOR THE LIFE OF THE SYSTEM PER IFC 901.6.2.1. B.THE FIRE ALARM CONTROL PANEL DISCONNECTING MEANS SHALL HAVE A RED MARKING, SHALL ONLY BE ACCESSIBLE TO AUTHORIZED PERSONNEL, AND SHALL BE IDENTIFIED AS "FIRE ALARM CIRCUIT". THE LOCATION OF THE CIRCUIT DISCONNECTING MEANS SHALL BE IDENTIFIED AT THE FIRE ALARM CONTROL UNIT PER NFPA 72 4.4.1.4.2.2 AND 4.4.1.4.2.3. C.ROUTE ALL CONDUIT TIGHT TO DECK IN ACCORDANCE TO NEC 300.4(E) D.FIRE ALARM SYSTEM SHALL BE INSTALLED PER CURRENT NFPA STANDARDS. E.ALL ELECTRICAL THAT MAY NEED TO BE MAINTAINED WHILE ENERGIZED SHALL BE FIELD MARKED WITH ARC FLASH LABELING AND BE FULLY VISIBLE TO QUALIFIED PERSONNEL PRIOR TO EXAMINATION, ADJUSTMENT, SERVICING, OR MAINTENANCE OF EQUIPMENT. F.SERVICE EQUIPMENT SHALL BE LEGIBLY MARKED IN THE FIELD WITH THE MAXIMUM AVAILABLE FAULT CURRENT. THE FIELD MARKINGS SHALL INCLUDE THE DATE THE FAULT CURRENT CALCULATIONS WERE PERFORMED AND BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT INVOLVED. G.FIRE ALARM DEVICE LOCATIONS ARE SHOWN FOR REFERENCE ONLY. THE ELECTRICAL CONTRACTOR SHALL INCLUDE A PRICE IN THE ELECTRICAL BID FOR A LANDLORD APPROVED FIRE ALARM SYSTEM, INCLUDING PLANS AND ALL ASSOCIATED DOCUMENTATION REQUIRED. THESE PLANS SHALL BE SUBMITTED TO THE LOCAL AUTHORITIES HAVING JURISDICTION BY A QUALIFIED AND LICENSED DESIGN-BUILD FIRE ALARM CONTRACTOR FOR A COMPLETE AND APPROVED FIRE ALARM SYSTEM. THE PLANS SHALL BE SIGNED AND SEALED BY THEIR LOCAL DESIGN ENGINEER AND SUBMITTED FOR PLAN REVIEW PRIOR TO RECEIVING SPECIFIC PERMITS FOR THIS WORK. THE FIRE ALARM CONTRACTOR SHALL ALSO SUBMIT ALL SHOP DRAWINGS, BATTERY CALCULATIONS, SPECIFICATION SHEETS, ETC. AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION TO THEIR LOCAL DESIGN ENGINEER FOR REVIEW AND APPROVAL. H.COORDINATE WITH MECHANICAL INSTALLER TO PROVIDE AND INSTALL CONDUIT AND JUNCTION BOXES FOR MECHANICAL THERMOSTATS. A.EACH CAT 5 CABLE RUN MUST BE KEPT TO A MAXIMUM OF 295 FEET (90 METERS). INCLUDING PATCH CORDS, ENTIRE CHANNEL MAXIMUM LENGTH NOT TO EXCEED 328 FEET (100 METERS). B.MAINTAIN PAIR TWISTING AS CLOSE AS POSSIBLE TO FINAL TERMINATION POINTS WITH MAXIMUM UNTWISTED SEGMENT OF 1/2". C.WHERE NECESSARY, GRADUALLY BEND CABLE TO MAINTAIN THE MINIMUM BEND RADIUS OF 4 TIMES THE CABLE DIAMETER (APPROX. 1"). D.USE LOW TO MODERATE PRESSURE TO DRESS CABLES NEATLY WITH CABLE TIES. E.USE LOW TO MODERATE FORCE WHEN PULLING CABLE. DO NOT EXCEED MAXIMUM OF 25 POUNDS OF FORCE. F.USE CABLE PULLING LUBRICANT FOR CABLE RUNS THAT MAY EXCEED 25 POUNDS OF FORCE WHEN PULLING. G.MAINTAIN 12" OF SEPARATION FROM POWER CABLES THAT MAY BE SOURCES OF EMI (ELECTRICAL CABLES, TRANSFORMERS, LIGHT FIXTURES, ETC.) H.INSTALL PROPER CABLE SUPPORTS WITH MAXIMUM OF 5 FEET OF SEPARATION. I.LEAVE EXCESS WIRE COILED IN THE CEILING OR NEAREST CONCEALED SPACE. MAINTAIN 5 FEET OF SLACK AT WORK OUTLET AND 10 FEET OF SLACK AT PATCH PANEL END. J.FURNISH AND INSTALL GROMMETS WHEN PASSING THROUGH METAL STUDS AND OTHER POTENTIAL HAZARDS. K.CONTRACTOR IS RESPONSIBLE FOR MEETING BOTH NATIONAL FIRE AND BUILDING CODES AND ANY LOCAL AMENDMENTS BY THE AUTHORITIES HAVING JURISDICTION AND MAINTAIN FIRESTOPS AT ALL CABLES THAT PENETRATE FIREWALLS. PLENUM RATED CABLES SHALL BE INSTALLED WHERE REQUIRED. L.DO NOT SPLICE OR BRIDGE CABLE AT ANY POINT. M.DO NOT INSTALL CABLE SUPPORTED FROM CEILING TILES. N.DO NOT OVER TIGHTEN (25 POUNDS PER SQUARE INCH MAXIMUM) WITH USING CABLE OR PLASTIC TIES. O.DO NOT USE OIL OR OTHER LUBRICANT NOT SPECIFICALLY DESIGNED FOR NETWORK CABLE PULLING. P.DO NOT SUPPORT CABLES DIRECTLY FROM ELECTRICAL CONDUITS OR FIXTURES A.GC SHALL VERIFY ANY THIRD PARTY INSPECTIONS REQUIRED BY LOCAL AUTHORITY HAVING JURISDICTION PRIOR TO BIDDING THIS PROJECT. B.ALL LOW VOLTAGE WIRING TO BE IN CONDUIT UNLESS APPROVED OTHERWISE BY AUTHORITY HAVING JURISDICTION. C.ALL EMERGENCY LIGHTS & EXIT SIGNS ARE TO BE CONNECTED TO THE UNSWITCHED PORTION OF THE ADJACENT LIGHTING CIRCUIT. ALL EMERGENCY FIXTURES TO REMAIN ACTIVE FOR 90 MINUTE MINIMUM. D.ALL ELECTRICAL MATERIALS, DEVICES, APPLIANCES, AND EQUIPMENT SHALL BE LABELED AND LISTED BY A CERTIFIED TESTING LABORATORY OR AGENCY. E.ALL LIGHTING, DUCTWORK, SOFFITS, AND CEILING COMPONENT HEIGHTS ARE TO BE COORDINATED WITH THE ARCHITECT. F.ATTENTION LIGHTING SUPPLIER AND CONTRACTOR: ENSURE ALL LIGHTING EXPOSED TO PLENUM IS PLENUM RATED. G.COORDINATE THE MOUNTING OF ALL HIGH-BAY FIXTURES AND CEILING FANS WITH ARCHITECT PRIOR TO INSTALLATION. H.. VERIFY MOUNTING HEIGHTS OF ALL FIXTURES WITH ARCHITECTURAL ELEVATIONS PRIOR TO ROUGH-IN. I.FIRE ALARM CONTRACTOR SHALL VERIFY ALL BUILDING AND FIRE DEPARTMENT REQUIREMENTS REGARDING SHUT OFF OF ANY NECESSARY COMPONENTS UPON ACTIVATION OF THE FIRE ALARM. THIS INCLUDES, BUT IS NOT LIMITED TO: a.AUDIO/MUSIC SYSTEM(S) b.ROOFTOP UNITS c.TANNING EQUIPMENT d.EXERCISE FANS J.PROVIDE A SEPARATE EQUIPMENT GROUNDING CONDUCTOR (SIZE PER NEC) IN PVC TYPE CONDUIT, POWER CIRCUITS, ISOLATED GROUND CIRCUITS, OR AS SHOWN ON PLANS. CONDUIT SHALL BE SIZED PER NEC BASED ON THIN 600 VOLT COPPER SINGLE CONDUCTORS, PLUS THE EQUIPMENT GROUNDING CONDUCTOR. K.WIRING SHALL INCLUDE FINAL CONNECTION TO ALL EQUIPMENT IN CONFORMANCE WITH EQUIPMENT SUPPLIER WIRING DIAGRAMS. L.CONTRACTOR IS RESPONSIBLE FOR PROVIDING COMPLETE PANELBOARD IDENTIFICATION SCHEDULES. M.BRANCH CIRCUIT CONDUCTORS SHALL BE MINIMUM #12 AWG UNLESS NOTED OTHERWISE IN SCHEDULES. WHERE 20A BRANCH CIRCUITS HAVE #8 AND LARGER WIRE SPECIFIED, #10 AWG WIRE SHALL BE USED FOR THE FINAL CONNECTION (15 FOOT MAXIMUM). N.WHERE BRANCH CIRCUITS ARE GROUPED, SIZE CONDUIT AND DERATE CURRENT CARRYING CONDUCTORS PER NEC. O.PROVIDE HANDLE TIES ON ALL MULTIWIRE BRANCH CIRCUITS TO MEET NEC REQUIREMENTS. P.SUPPORT FROM STRUCTURE: NO ATTACHMENT OF ANY TYPE SHALL BE MADE TO BRIDGING OR JOIST WEB MEMBERS. UTILIZE ONLY THE TOP AND BOTTOM CHORDS FOR SUPPORTING THE ELECTRICAL SYSTEM INSTALLATIONS. REFER TO STRUCTURAL PLANS. Q.WHERE GROUPED CONDUITS ARE INSTALLED WITHIN THE JOIST SPACE, COORDINATE WITH SPRINKLER CONTRACTOR PRIOR TO INSTALLATION IN ORDER TO MAINTAIN REQUIRED CLEARANCES FROM SPRINKLERS. R.SEAL PENETRATIONS IN FIRE RATED WALLS PER NEC 300.21. S.ELECTRICAL EQUIPMENT, FIXTURES, DEVICES, AND OTHER ITEMS SHOWN IN THESE PLANS IN GREY HALFTONE ARE EITHER EXISTING TO REMAIN OR PART OF LANDLORD SHELL PACKAGE. T.PROVIDE ARC-FLASH COORDINATION STUDY PER NEC. U.PROVIDE (1) 1/2" CONDUIT AND (1) 4" SQUARE BOX WITH SINGLE GANG DEVICE RING FOR ALL THERMOSTAT LOCATIONS INDICATED ON MECHANICAL DRAWINGS. ROUTE CONDUIT FROM BOX TO ACCESSIBLE CEILING CAVITY. PROVIDE PLASTIC BUSHING ON EXPOSED CONDUIT ENDS. PROVIDE PULL STRING IN ALL EMPTY CONDUIT SYSTEMS. COORDINATE EXACT LOCATIONS AND MOUNTING HEIGHTS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH-IN. V.ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE LOW VOLTAGE CONTRACTOR TO CLARIFY SCOPE OF WORK BEFORE BID OR INSTALLATION W.WIRING DEVICES: DEVICE MOUNTING HEIGHTS ARE FROM FINISHED FLOOR TO CENTER OF OUTLET BOX UNLESS NOTED OTHERWISE ON PLANS. COORDINATE THE STANDARD MOUNTING HEIGHTS WITH MASONRY: a.SWITCHES 48" AFF b.RECEPTACLES 18" AFF c.VOICE/DATA 18" AFF ABC ABOVE COUNTER AFF ABOVE FINISHED FLOOR CF CEILING FAN CP CIRCULATING PUMP EC ELECTRICAL CONTRACTOR ECB ENCLOSED CIRCUIT BREAKER EDF ELECTRIC DRINKING FOUNTAIN EF EXHAUST FAN GC GENERAL CONTRACTOR GFCI GROUND FAULT CIRCUIT INTERRUPT GR GROUND HC HVAC CONTRACTOR JB JUNCTION BOX PC PLUMBING CONTRACTOR TTB TELEPHONE TERMINATION BOARD UC UNDERCOUNTER UH UNIT HEATER UNO UNLESS NOTED OTHERWISE VIF VERIFY IN FIELD WH WATER HEATER WP WEATHER PROOF DEVICE WR WEATHER RESISTANT DEVICE GFCI GROUND FAULT CIRCUIT INTERRUPTER A.THE INTENT OF THE FIRE ALARM SYSTEM DEVICES INDICATED ON THIS DRAWING ARE FOR PERFORMANCE SPECIFICATIONS AND LOCATIONS ONLY. THE SUCCESSFUL FIRE ALARM SYSTEM CONTRACTOR SHALL PROVIDE COMPLETE PERMIT DRAWINGS, INCLUDING WIRING MEANS AND METHODS, BATTERY CALCULATIONS, DEVICE CUT SHEETS, ETC. FOR THE EQUIPMENT THEY SHALL PROVIDE. PROVIDE 15% SPARE CAPACITY FOR NEW SYSTEMS. COORDINATE FINAL REQUIREMENTS WITH ALL AUTHORITIES HAVING JURISDICTION. B.THE FIRE ALARM SYSTEM SHALL BE MONITORED BY A UL LISTED CENTRAL STATION. C.FIRE ALARM CONTRACTOR SHALL SUBMIT FIRE ALARM SUBMITTALS TO THE OWNER'S REPRESENTATIVE WITHIN 30 DAYS AFTER CONTRACT IS AWARDED. D.WALL MOUNTED DEVICES SHALL BE 80" AFF TO BOTTOM OF DEVICE UNLESS NOTED OTHERWISE. E.SURFACE MOUNTING OF FIRE ALARM CONDUIT IS NOT PERMITTED IN FINISHED AREAS. F.BUILDING IS EQUIPPED WITH A FULLY AUTOMATIC SPRINKLER SYSTEM. G.REMOVE ALL EXISTING FIRE ALARM SYSTEMS FROM PREVIOUS TENANTS PRIOR TO INSTALLING NEW EQUIPMENT. H.ALL REQUIRED DOCUMENTATION REGARDING THE DESIGN OF FIRE DETECTION, ALARM, AND COMMUNICATIONS SYSTEMS AND THE PROCEDURES FOR MAINTENANCE, INSPECTION, AND TESTING OF FIRE DETECTION, ALARM, AND COMMUNICATIONS SYSTEMS SHALL BE MAINTAINED AT AN APPROVED, SECURED LOCATION FOR THE LIFE OF THE SYSTEM PER IFC 901.6.2.1. I.THE FIRE ALARM CONTROL PANEL DISCONNECTING MEANS SHALL HAVE A RED MARKING, SHALL ONLY BE ACCESSIBLE TO AUTHORIZED PERSONNEL, AND SHALL BE IDENTIFIED AS "FIRE ALARM CIRCUIT". THE LOCATION OF THE CIRCUIT DISCONNECTING MEANS SHALL BE IDENTIFIED AT THE FIRE ALARM CONTROL UNIT PER NFPA 72 4.4.1.4.2.2 AND 4.4.1.4.2.3. J.ROUTE ALL CONDUIT TIGHT TO DECK IN ACCORDANCE WITH NEC 300.4(E). K.FIRE ALARM SYSTEMS SHALL BE INSTALLED PER CURRENT NFPA STANDARDS.FIRE ALARM DEVICE LOCATIONS ARE SHOWN FOR REFERENCE ONLY. THE ELECTRICAL CONTRACTOR SHALL INCLUDE A PRICE IN THE ELECTRICAL BID FOR A LANDLORD APPROVED FIRE ALARM SYSTEM, INCLUDING PLANS AND ALL ASSOCIATED DOCUMENTATION REQUIRED. THESE PLANS SHALL BE SUBMITTED TO THE LOCAL AUTHORITIES HAVING JURISDICTION BY A QUALIFIED AND LICENSED DESIGN-BUILD FIRE ALARM CONTRACTOR FOR A COMPLETE AND APPROVED FIRE ALARM SYSTEM. THE PLANS SHALL BE SIGNED AND SEALED BY THEIR LOCAL DESIGN ENGINEER AND SUBMITTED FOR PLAN REVIEW PRIOR TO RECEIVING SPECIFIC PERMITS FOR THIS WORK. THE FIRE ALARM CONTRACTOR SHALL ALSO SUBMIT ALL SHOP DRAWINGS, BATTERY CALCULATIONS, SPECIFICATION SHEETS, ETC. AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION TO THEIR LOCAL DESIGN ENGINEER FOR REVIEW AND APPROVAL. ELECTRICAL SPECIFICATIONS DRAWING NO.REV. PROJ. NO.PROJ. ENGR.SCALE @ 24X36: TITLE: PROJECT: REV. NO.DESCRIPTION DATE BY Address: Foxbrough pl Pleasanton, CA. 94566 Phone: (424) 414-0997 Web site: www.innodez.com Email: hello@innodez.com NOTES: ADDRESS: CLIENT: CONFIDENTIALITY STATEMENT: ALL DRAWINGS AND WRITTEN MATERIALS APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE DESIGNER AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT CONSENT OF THE DESIGNER. Inno Dez SPACE K3, 400 SOUTH BALDWIN AVENUE ARCADIA, CA 91007 SCOPE OF WORK: ELECTRICAL LIGHTING AND POWER DESIGN MAISON KOSE E0.00 ELECTRICAL SPECIFICATIONS SCOPE OF WORK: ALL MECHANICAL LOADS ARE REMAIN EXISTING. TI FOR THE LIGHTING AND POWER 1.DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS IN FIELD PRIOR TO COMMENCEMENT OF WORK. 2.WHEREVER THE WORD "PROVIDE" IS USED, IT SHALL MEAN TO "PROVIDE AND INSTALL". 3.FINAL CONCECTIONS TO EQUIPMENT SHALL BE PER MANUFACTURER'S APPROVED WIRING DIAGRAMS, DETAILS AND INSTRUCTIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE MATERIALS AND EQUIPMENT COMPATIBLE WITH EQUIPMENT ACTUALLY SUPPLIED. 4.IT IS THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS TO ESTABLISH A STANDARD OF QUALITY. THE ENGINEER RESERVES THE RIGHT TO APPROVE METHODS AND MATERIALS NOT REFLECTED HEREIN. 5.CONTRACTOR SHALL REVIEW ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND OTHER RELATED DRAWINGS PRIOR TO BID. 6.CONTRACTOR SHALL VISIT SITE PRIOR TO BID AND VERIFY THAT CONDITIONS ARE AS INDICATED IN THE CONTRACT DOCUMENTS. CONTRACTOR SHALL INCLUDE IN HIS BID, ANY COSTS REQUIRED TO MAKE HIS WORK MEET THE CONTRACT SCOPE UTILIZING EXISTING CONDITIONS. 7.WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER TO THE SATISFACTION OF THE ARCHITECT. 8.WORK, MATERIALS AND EQUIPMENT SHALL CONFORM TO THE LATEST EDITIONS OF LOCAL, STATE AND NATIONAL CODES AND ORDINANCES. 9.PROVIDE PERMITS AND INSPECTIONS REQUIRED. 10.GUARANTEE THE INSTALLATION AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP WHICH MAY OCCUR UNDER NORMAL USAGE FOR A PERIOD OF ONE YEAR AFTER OWNER'S ACCEPTANCE, DEFECTS SHALL BE PROMPTLY REMEDIED WITHOUT COST TO THE OWNER. 11.PROVIDE RECORD DRAWINGS TO ENGINEER. DRAWINGS SHALL INCLUDE ALL ADDENDUM ITEMS, CHANGE ORDERS, ALTERATIONS, REROUTINGS, ETC. 12.VERIFY SPECIFIC LOCATION OF EQUIPMENT TO BE FURNISHED BY OTHERS PRIOR TO ROUGH-IN. 13.ELECTRICAL SYSTEMS SHALL BE TESTED FOR PROPER OPERATION. IF TESTS SHOW THAT WORK IS DEFECTIVE, CONTRACTOR SHALL MAKE CORRECTIONS CECESSARY AT NO COST TO OWNER. 14.RECESSED LIGHT FIXTURES INSTALLED IN GYP. BOARD OR PLASTER CEILINGS SHALL HAVE PLASTER FRAMES INSTALLED PRIOR TO CEILING MATERIAL. 15.RECESSED FIXTURES INSTALLED INDOORS SHALL BE THERMALLY PROTECTED. 16.SEE DIVISION 15 DRAWINGS FOR LOCATION OF MECHANICAL EQUIPMENT. PROVIDE SERVICE TO AND CONCECT EQUIPMENT AS REQUIRED. 17.PROVIDE EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS. 18.ALL ELECTRICAL SYSTEMS COMPONENTS SHALL BE LISTED OR LABELED BY U.L. OR OTHER RECOGNIZED TESTING FACILITY. 19.WIRE TERMINATION PROVISIONS FOR PANELBOARDS, CIRCUIT BREAKERS, SAFETY SWITCHES, AND ALL OTHER ELECTRICAL APPARATUS SHALL BE LISTED AS SUITABLE FOR 75 DEGREE C. 20.THE FOLLOWING CONDUCTOR SIZES SHALL BE UTILIZED FOR 20 AMP CIRCUITS PERTAINING TO DISTANCES (IN FEET) INDICATED: 120VOLT, 1PH CONDUCTOR 240 VOLT, (1PH) 0-64 #12AWG 0-129 65--106 #10AWG 130-212 107-160 #8AWG 213-321 NOTE: BASED ON 75°c COPPER CONDUCTORS INSTALLED IN EMT WITH 16AMP LOAD @ 85% P.F. 21.CONTRACTOR SHALL REVIEW ARCHITECTURAL, STRUCTURAL AND MECHANICAL DRAWINGS AND SHALL PROVIDE LIGHTS, SWITCHES, RECEPTACLES, EQUIPMENT CONCECTIONS, ETC., AND ASSOCIATED CIRCUITING IN NEW AND REMODELED AREAS, EVEN IF SUCH AREAS ARE NOT SHOWN ON ELECTRICAL DRAWINGS. LAYOUTS, FIXTURE TYPES, QUANTITIES AND SPACING SHALL BE IN ACCORDANCE WITH SIMILAR AREAS ON THIS PROJECT. CONTRACTOR SHALL INCLUDE COSTS FOR THE ABOVE IN HIS BID. IN ADDITION, CONTRACTOR SHALL PROVIDE LAYOUT DRAWINGS FOR WORK IN SUCH AREAS AND SUBMIT FOR APPROVAL PRIOR TO ROUGH-IN. 22.WIRE SHALL BE COPPER, 75 DEGREES C RATED FOR GENERAL USE, FOR WIRING WITHIN 3 INCHES OF FLUORESCENT BALLASTS WIRE SHALL BE COPPER, MINIMUM 90 DEGREES C RATED. SIZES INDICATED ARE FOR INSTALLATION IN A MAXIMUM 30 DEGREES C AMBIENT. CONDUCTOR AMPACITY SHALL BE DERATED FOR HIGHER AMBIENT INSTALLATIONS. 600 VOLT COMPACT ALUMINUM WIRE AND CABLE IN SIZES 1/0 AND LARGER MAY BE SUBSTITUTED FOR COPPER ON SERVICES AND FEEDERS IF AMPACITY IS EQUIVALENT TO OR GREATER 23.CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING EQUIPMENT WHICH IS DAMAGED DUE TO INCORRECT FIELD WIRING PROVIDED UNDER THIS SECTION OR FACTORY WIRING IN EQUIPMENT PROVIDED UNDER THIS SECTION. 24.CONTRACTOR'S FAILURE TO ORDER OR RELEASE ORDER FOR MATERIALS AND/OR EQUIPMENT WILL NOT BE ACCEPTED AS A REASON TO SUBSTITUTE ALTERNATE MATERIALS, EQUIPMENT OR INSTALLATION METHODS. 25.ELECTRICAL SYSTEMS SHALL BE COMPLETE, OPERABLE AND READY FOR CONTINUOUS OPERATION AT COMPLETION OF PROJECT. 26.RECEPTACLES WHICH ARE SHOWN WALL MOUNTED ON THE ELECTRICAL DRAWINGS ON WALLS WHICH, ON THE ARCHITECTURAL DRAWINGS AND ELEVATIONS ARE SHOWN AS GLASS OR PARTITIONS, SHALL BE FLUSH FLOOR DUPLEX RECEPTACLES MOUNTED ADJACENT TO BAS OR WALLS. 27.RECEPTACLES AT COUNTER SHALL BE MOUNTED WITH THEIR LONG AXIS HORIZONTAL AT +46" UNLESS NOTED. 28.FLUSH FLOOR RECEPTACLE OUTLETS SHALL BE WIREMOLD 862 SERIES. PROVIDE CARPET OR TILE FLANGE TO MATCH FLOOR FINISH. 29.THE COLOR OF THE DEVICES AND COVER PLATES SHALL BE AS DIRECTED BY ARCHITECT. IN DAMP OR WET LOCATIONS COVER PLATES SHALL BE STAINLESS STEEL. IN DRY LOCATIONS COVER PLATES SHALL BE SMOOTH HIGH ABUSE NYLON OR EQUIVALENT. PROVIDE COVER PLATES FOR SWITCHES, RECEPTACLES, TELEPHONE, TELEVISION, COMPUTER AND J-BOX OUTLETS AS REQUIRED. 30.ROMEX CABLE WITH A GROUNDING CONDUCTOR MAY BE USED WHERE PERMITTED BY BOTH THE N.E.C. AND LOCAL ORDINANCES. 31.DISCONCECT SWITCHES SHALL BE GENERAL DUTY TYPE. FUSIBLE SWITCHES SHALL ACCEPT CLASS 'R' FUSES ONLY AND REJECT ALL OTHERS. 32.FINAL CONCECTIONS TO VIBRATING EQUIPMENT SHALL BE WITH FLEX (LIQUIDTIGHT FOR EXTERIOR APPLICATIONS) AND APPROVED FITTINGS. DO NOT SECURE CONDUITS, DISCONCECTS OR DEVICES TO DUCTWORK OR MECHANICAL EQUIPMENT. 33.THE ENGINEER OF RECORD HAS PERFORMED SHORT CIRCUIT CALCULATIONS AND THE AIC RATINGS INDICATED FOR EACH DEVICE IS ADEQUATE TO PROTECT THE EQUIPMENT AND THE ELECTRICAL SYSTEM. NOTES: 1. FIXTURES SHALL HAVE APPROPRIATE U.L. LABEL (i.e., DAMP OR WET) AS REQUIRED BY CODES AND ORDINANCES. 2. FIXTURES SHALL INCLUDE ALL ACCESSORIES CECESSARY FOR INSTALLATION ACCORDING TO MANUFACTURER'S SHOP DRAWINGS AND AS REQUIRED BY CODES AND LOCAL ORDINANCES. 3. PRIOR TO ORDERING ANY LIGHTING EQUIPMENT, THE CONTRACTOR SHALL COORDINATE ALL FIXTURE LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING PLANS AND CEILING CAVITY DEPTHS. 4. ALL LAMPS SHALL BE PROVIDED AND INSTALLED ACCORDING TO THE ATTACHED FIXTURE SCHEDULE AND SPECIFICATIONS ENSURE COMPATIBILITY BETWEEN FIXTURE, LAMP(S) AND BALLAST(S). (OSRAM SYLVANIA SERIES) 5. CONTRACTOR SHALL VERIFY FIXTURE VOLTAGES AND CEILING TRIM COMPATIBILITY PRIOR TO ORDERING FIXTURE. 6. PROVIDE APPROVED FIRE-RATED ENCLOSURES FOR ALL LIGHTING FIXTURES LOCATED IN FIRE-RATED CEILINGS. 7. LIGHTING FIXTURE CATALOG NUMBERS ARE SERIES TYPE ONLY. PROVIDE ALL CECESSARY HARDWARE AS REQUIRED BY THE SPECIFICATIONS, DRAWINGS, AND PROJECT CONDITIONS FOR A COMPLETE INSTALLATION. 8. ALL FIXTURES SHALL BE ORDERED WITH APPROPRIATE BALLAST(S) THAT HAVE U.L. AND CB, LABELS. ALL BALLASTS MUST CONFORM TO TITLE 24 AND/OR IECC REQUIREMENTS FOR PERFORMANCE. PROVIDE MULTIPLE BALLASTS FOR DUAL LEVEL SWITCHING AND WIRING (i.e. TANDEM) AS INDICATED ON THE PLANS. 9. UPON INITIAL ENERGIZING OF ALL NEW FLUORESCENT LAMPS, A CONTINUOUS PERIOD OF 30 HOURS SHALL OCCUR PRIOR TO DE-ENERGIZING OF LAMPS FOR MANUFACTURER REQUIRED 10. ALL FLUORESCENT BALLASTS SHALL BE ELECTRONIC TYPE. PROVIDE END OF LIFE (EOL) SHUT-DOWN PROTECTION FOR COMPACT FLUORESCENT LAMPS. 11. ENSURE COMPATIBILITY OF ALL LIGHTING SYSTEM COMPONENTS, ESPECIALLY DIMMED SYSTEMS. FIXTURES, LAMPS, BALLAST(S), AND DIMMING SYSTEMS/INDIVIDUAL CONTROLS MUST BE FACTORY CERTIFIED COMPATIBLE FOR FULL RANGE OF DIMMING COMPATIBILITY. 12. PROVIDE CLEARANCES FROM COMBUSTIBLES, A MINIMUM OF 3/4" (OTHER THAN AT POINTS OF SUPPORT) AND 3" FROM INSULATION FOR RECESSED LIGHTING FIXTURES WHICH ARE NON-IC RATED. 13. PROVIDE A MINIMUM OF TWO (2) #12 SUPPORT WIRES ATTACHED TO BUILDING FRAME IN ADDITION TO T-BAR CLIPS FOR FLUORESCENT FIXTURES RECESSED IN SUSPENDED T-BAR CEILING. 14. FIXTURES WITH EMERGENCY BATTERY BACKUP SHALL BE WIRED AHEAD OF ANY LOCAL SWITCHING IN COMPLIANCE WITH CEC ARTICLE 700. 15. EMERGENCY LIGHTING UNITS SHALL BE EQUIPPED WITH FACTORY-INSTALLED INTEGRAL TEST SWITCHES. 16. PROVIDE DOOR-TO-FRAME AND LENS-TO-DOOR GASKETING, INVERTED LENS, AND FOOD SERVICE RATING FOR ALL FIXTURES LOCATED IN FOOD SERVICE AREAS. 17. FLUORESCENT LUMINARIES THAT UTILIZE DOUBLE-ENDED LAMPS AND CONTAIN BALLAST(S) THAT CAN BE SERVICED IN PLACE, OR BALLASTED LUMINAIRES THAT ARE SUPPLIED FROM MULTI- WIRE BRANCH CIRCUITS AND CONTAIN BALLAST(S) THAT CAN BE SERVICED IN PLACE, SHALL HAVE DISCONCECTING MEANS EITHER INTERNAL OR EXTERNAL TO EACH LUMINAIRE SO TO DISCONCECT SIMULTANEOUSLY FROM THE SOURCE OF SUPPLY ALL CONDUCTORS OF THE BALLAST (INCLUDING THE GROUNDED CONDUCTOR IF ANY). IN ACCORDANCE WITH CEC ARTICLE 410, THE LINE-SIDE TERMINALS OF THE DISCONCECTING MEANS SHALL BE LOCATED SO AS TO BE ACCESSIBLE TO QUALIFIED PENSIONS BEFORE SERVICING OR MAINTAINING THE BALLAST. 18. ALL FLUORESCHENT LAMPS SHALL BE OF A LOW MERCURY DESIGN, HAVE A MINIMUM CRI RATING OF 85 AND 3500K COLOR TEMPERATURE UNLESS NOTED OTHERWISE. 1.THE ENGINEER OF RECORD HAS PERFORMED VOLTAGE DROP CALCULATIONS AND ALL BRANCH CIRCUITS AND FEEDERS COMPLY WITH CEC 210-19(A) FPN NO4. 2.THE CONTRACTOR SHALL PROVIDE 120V CONCECTION TO NEAREST MAINTENANCE RECEPTACLE WHERE REQUIRED FOR CONDENSATE PUMPS ASSOCIATED WITH FAN COIL UNITS. COORDINATE WITH MECHANICAL CONTRACTOR. 3.THE CONTRACTOR SHALL COORDINATE THE SPECIFIC LOCATION, MOUNTING HEIGHT, ROTATION, TYPE, COLOR, ETC. OF ALL DEVICES PRIOR TO INSTALLATION. 4.CONCECTIONS TO HYDROMASSAGE BATHTUBS, JACCUZZI TUBS OR SIMILAR EQUIPMENT SHALL BE MADE IN ACCORDANCE WITH ARTICLE 680.70 OF THE CEC. PROVIDE BONDING AS REQUIRED BY ARTICLE 680.74 OF THE CEC. 5.ALL INDOOR FLUORESCENT FIXTURES THAT UTILIZE DOUBLE-ENDED LAMPS AND CONTAIN BALLAST(S) THAT CAN BE SERVICED IN PLACE OR BALLASTED LUMINARIES THAT ARE SUPPLIED FROM MULTIWIRE BRANCH CIRCUITS AND CONTAIN BALLAST(S) THAT CAN BE SERVICED IN PLACE SHALL COMPLY WITH 410.73 (G) OF THE CEC. 6.CEILING MOUNTED SMOKE AND CARBON MONOXIDE DETECTORS PER NFPA 72, SECTION R314 MUST COMPLY WITH U.L. 2075 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS. 7.ALL SMOKE DETECTORS AND COMBINATION SMOKE/CARBON MONOXIDE DETECTORS SHALL BE HARDWIRED ON SAME CIRCUIT AND HAVE A BATTERY BACKUP SYSTEM. 8.WHEN MORE THAN EITHER ONE (1) SMOKE ALARM OR MORE THAN ONE (1) CARBON MONOXIDE ALARM IS REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT, ALL ALARM DEVICES SHALL BE INTERCONCECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WITH ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. SMOKE AND CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS. (IRC SECTION R3143 AS AMENDED) A.SMOKE ALARMS IN EACH SLEEPING ROOM. B.SMOKE ALARMS OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. C.SMOKE ALARMS ON EACH ADDITIONAL STORY OF THE DWELLING INCLUDING BASEMENTS BUT NOT INCLUDING CRAWL SPACE AND UNINHABITABLE ATTICS. IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL.. D.CARBON MONOXIDE ALARMS OUTSIDE OF SLEEPING AREAS IN THE IMMEDIATE VICINITY OF THE BEDROOMS IN DWELLING UNITS WITHIN WHICH FUEL-FIRED APPLIANCES ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES. E.CARBON MONOXIDE ALARMS WITHIN EACH BEDROOM WHICH CONTAINS A FUEL-FIRED APPLIANCE. 43. ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT, SINGLE PHASE, 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC-FAULT CIRCUIT INTERRUPTER, COMBINATION-TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. CEC ARTICLE 210.12 (A). 44.ALL ATTIC ACCESSES SHALL BE PROVIDED WITH A SWITCHED LIGHT AND 120 VOLT GFI OUTLET AT OR NEAR THE FORCED AIR UNIT. LOCATE LIGHT SWITCH AT THE ATTIC ACCESS OPENING. ELECTRICAL GENERAL NOTES DRAWING NO.REV. PROJ. NO.PROJ. ENGR.SCALE @ 24X36: TITLE: PROJECT: REV. NO.DESCRIPTION DATE BY Address: Foxbrough pl Pleasanton, CA. 94566 Phone: (424) 414-0997 Web site: www.innodez.com Email: hello@innodez.com NOTES: ADDRESS: CLIENT: CONFIDENTIALITY STATEMENT: ALL DRAWINGS AND WRITTEN MATERIALS APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE DESIGNER AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT CONSENT OF THE DESIGNER. Inno Dez SPACE K3, 400 SOUTH BALDWIN AVENUE ARCADIA, CA 91007 E0.01 ELECTRICAL GENERAL NOTES L-01 L-01 L-01 L-01 L-02 L-02 L-02 L-02L-02 L-02 L-02 L-02 L-02 L-02 L-02 L-02 L-02 L-02 L-02 L-02 L-02 LIGHT SWITCH - WALL MOUNTED @ +48" AFF UNLESS NOTED SUBSCRIPTS: 2 = 2-POLE SWITCH 3 = 3 WAY SWITCH 4 = 4 WAY SWITCH DM = DIMMER SWITCH K = KEY OPERATED SWITCH MD = COMBINED WITH OCCUPANCY SENSOR P = SWITCH WITH PILOT LIGHT T = THERMAL OVERLOAD SWITCH OS = OCCUPANCY SENSOR SWITCH L-01 RECESSED LIGHT 10W EXIT WALL MOUNTED EXIT SIGN EMERGENCY BATTERY UNIT WITH EMERGENCY LIGHT HEADS LIGHTING SYMBOLS L-02 SPOT LIGHT 15W L-03 LINEAR LIGHT 25W OS OS DS DS D D D D a a a a a a a a b b b b b b b b b b c c c c c c c c d d d d d EXIT DAY LIGHT SENSOR OS LED LIGHT STRIP 3W/FT D e e D L-03 L-03 L-03 L-03L-03 L-03 L-01 L-01 L-01 L-01 L-01 L-01 L-01 L-01 L-01 L-01 L-01 L-01 L-01 L-01L-01L-01L-01L-01L-01L-01L-01 d L-02 L-02 L-02 E E F L-02 L- 0 3 IM CUBE IM CUBE (E) ELEVATOR N.I.C LEASE LINE CLOSURE LINE POP OUT LEASE LINE (E) STOCKROOM WALL SHELF WALL SHELF PO S C O U N T E R @ 3 4 " A F F HIGH COUNTER DISPLAY TABLE-B DISPLAY TABLE-B DISPLAY TABLE-A (N) ADA RESTROOM(E) RESTROOM EQUIPMENT C7 C2 C2 C4 C5 5 4 TESTER TABLE F E (N) PARTITION SIGN ABOVE (N) ROLL UP GRILLE, SEE PRODUCT SPECS ON A2.01 C3 (N) 24X24 CERAMIC TILE FLOORING, FINISH (N) 8X8 CERAMIC TILE FLOORING, FINISH A3 (E) SALES AREA A4 SI G N (E) LANDLORD NEUTRAL PIER (TYP. OF 2) (N) PARTITION (E) CORRIDOR A1 (E) WATER HEATER (E) WATER COOLER (E) ELECTRICAL PANELS TO REMAIN (E) TRANSFORMER LA HA T A2 TESTER TABLE C3 HIGH COUNTER C4 C6 GRILLE DOOR DEDICATED ELECTRICAL b b b bb L-01L-01 L-01 d d DRAWING NO.REV. PROJ. NO.PROJ. ENGR.SCALE @ 24X36: TITLE: PROJECT: REV. NO.DESCRIPTION DATE BY Address: Foxbrough pl Pleasanton, CA. 94566 Phone: (424) 414-0997 Web site: www.innodez.com Email: hello@innodez.com NOTES: ADDRESS: CLIENT: CONFIDENTIALITY STATEMENT: ALL DRAWINGS AND WRITTEN MATERIALS APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE DESIGNER AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT CONSENT OF THE DESIGNER. Inno Dez SPACE K3, 400 SOUTH BALDWIN AVENUE ARCADIA, CA 91007 E1.00 LIGHTING LAYOUT- MAIN FLOOR WALL MOUNTED SOCKET FLOOR MOUNTED SOCKETGFCI/W.P 1 DISCONNECT FOR EXHAUST FAN WH AHU-01 2 DISCONNECT FOR WATER HEATER 3 DISCONNECT FOR OUTDOOR UNIT 4 DISCONNECT FOR AH UNIT POWER LEGEND DISCONNECT SWITCH 2 4 1 CU-013 IM CUBE IM CUBE (E) ELEVATOR N.I.C LEASE LINE CLOSURE LINE POP OUT LEASE LINE (E) STOCKROOM WALL SHELF WALL SHELF PO S C O U N T E R @ 3 4 " A F F HIGH COUNTER DISPLAY TABLE-B DISPLAY TABLE-B DISPLAY TABLE-A (N) ADA RESTROOM(E) RESTROOM EQUIPMENT C7 C2 C2 C4 C5 5 4 TESTER TABLE F E (N) PARTITION SIGN ABOVE (N) ROLL UP GRILLE, SEE PRODUCT SPECS ON A2.01 C3 (N) 24X24 CERAMIC TILE FLOORING, FINISH (N) 8X8 CERAMIC TILE FLOORING, FINISH A3 (E) SALES AREA A4 SI G N (E) LANDLORD NEUTRAL PIER (TYP. OF 2) (N) PARTITION (E) CORRIDOR A1 (E) WATER HEATER (E) WATER COOLER (E) ELECTRICAL PANELS TO REMAIN (E) TRANSFORMER LA HA T A2 TESTER TABLE C3 HIGH COUNTER C4 C6 GRILLE DOOR DEDICATED ELECTRICAL AF C I AF C I DRAWING NO.REV. PROJ. NO.PROJ. ENGR.SCALE @ 24X36: TITLE: PROJECT: REV. NO.DESCRIPTION DATE BY Address: Foxbrough pl Pleasanton, CA. 94566 Phone: (424) 414-0997 Web site: www.innodez.com Email: hello@innodez.com NOTES: ADDRESS: CLIENT: CONFIDENTIALITY STATEMENT: ALL DRAWINGS AND WRITTEN MATERIALS APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE DESIGNER AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT CONSENT OF THE DESIGNER. Inno Dez SPACE K3, 400 SOUTH BALDWIN AVENUE ARCADIA, CA 91007 E2.00 POWER LAYOUT MAIN FLOOR (E) FLOOR OUTLET (E) FLOOR OUTLET (N) OUTLET AF C NOTE: ALL OUTLETS ARE NEW OR REQUIRE RELOCATION UNLESS OTHERWISE NOTED NOTE: ALL DISCONNECT ARE EXISTING POWER RISER DIAGRAM SCALEE-1 2 SERVICE ENTRANCE FROM UTILITY 240/120 V, 1Ø, 60Hz MELECTRICAL METER PANEL HA 3Ø 3X70A 480/277V (E) 30 KVA STEP DOWN TRANSFORMER 3X125A (E) SUB-PANEL LA 3Ø 3X200A MAIN: 200AT,225AF NEMA 1 LOCATION: STOCK ROOM Feeder Size: 4 - 3/0 AWG THHN, 1 - # 4 GND THHN IN 4" PVC 120/208V 277/480V (E) (E) (E) MAIN 400A 277/480V 70A 480/277V (E) Feeder Size: 4 - 8 AWG THHN, 1 - #8 GND THHN IN 4" PVC (E) (E) DRAWING NO.REV. PROJ. NO.PROJ. ENGR.SCALE @ 24X36: TITLE: PROJECT: REV. NO.DESCRIPTION DATE BY Address: Foxbrough pl Pleasanton, CA. 94566 Phone: (424) 414-0997 Web site: www.innodez.com Email: hello@innodez.com NOTES: ADDRESS: CLIENT: CONFIDENTIALITY STATEMENT: ALL DRAWINGS AND WRITTEN MATERIALS APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE DESIGNER AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT CONSENT OF THE DESIGNER. Inno Dez SPACE K3, 400 SOUTH BALDWIN AVENUE ARCADIA, CA 91007 E3.00 POWER LAYOUT MAIN FLOOR/ ROOF NOTE: EC 220-4(a), 430-24, 430-25, 430-26, and Article 440 Motor-driven air-conditioning and refrigeration equipment is found in Article 440. 13 430.24 Several Motors or a Motor(s) and Other Load(s) Conductors supplying several motors, or a motor(s) and other load(s), shall have an ampacity not less than the sum of each of the following: 125 percent of the full-load current rating of the highest rated motor, as determined by 430.6(A) Multiply the largest motor (one motor only) by 25% and add to load. Largest motor = 9300*1.25= 11625. approximately 70% demand. C 3. ANY DISCREPANCIES BETWEEN THE CONSTRUCTION DOCUMENTS AND THE CONDITIONS OBSERVED SHALL BE BROUGHT TO THE ATTENTION, IN WRITING, TO THE ARCHITECT AND/OR ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. 2. CONTRACTORS ARE RESPONSIBLE FOR VERIFYING THE LOCATION AND CONDITION OF ALL POINTS OF CONNECTION, LOCATION AND CONDITION OF ALL BUILDING (ROOF/FLOOR/CEILING) PENETRATIONS, LOCATION AND CONDITION OF ALL UTILITIES AND BUILDING SYSTEMS INCLUDING, BUT NOT LIMITED TO GAS, WATER, SEWER, VENT, ELECTRICAL, BUILDING MECHANICAL SYSTEMS, DUCT CONNECTIONS, EXHAUST/OUTSIDE AIR CONNECTIONS, SECURITY, FIRE ALARM, DATA, AND PHONE PRIOR TO SUBMISSION OF THEIR BID. 1. ALL CONTRACTORS (GENERAL CONTRACTOR AND SUB-CONTRACTORS) BIDDING THIS PROJECT ARE REQUIRED TO VISIT THE JOB SITE AND VERIFY THE EXISTING CONDITIONS PRIOR TO SUBMITTING THEIR BID. CONTRACTORS ARE TO CAREFULLY REVIEW ALL CONSTRUCTION DOCUMENTS AND NOTE ANY DISCREPANCIES BETWEEN THE CONSTRUCTION DOCUMENTS AND THE CONDITIONS OBSERVED AT THE JOB SITE PRIOR TO SUBMISSION OF ANY BID. THE BUILDING OWNER REPRESENTATIVE LISTED BELOW MAY BE CONTACTED FOR ACCESS TO THE JOB SITE. S= % SHEET TYPICAL SHT TYP VTR SLOPE AT A PERCENTAGE VENT THRU ROOF ABOVEABV BELOW AFF AP BEL BLDG ACCESS PANEL ABOVE FINISH FLOOR BUILDING CEILINGCLG CONT EL FINISH FLOOR FIN FL ELEVATION CONTINUATION GRADEGR NTS OC NOT TO SCALE ON CENTER DN UP -PLUMBING NOTE CALL-OUT POC POINT OF CONNECTION CV CHECK VALVE SOV SHUT-OFF VALVE TP TRAP PRIMER & TRAP PRIMER PIPING FS FLOOR SINK FD FLOOR DRAIN G CD NEW GAS NEW CONDENSATE DRAIN CW HW NEW COLD WATER NEW HOT WATER DESCRIPTIONABBRV. SS or W V COMPRESSED AIR FCO CA WCO NEW SEWER OR WASTE WALL CLEANOUT FLOOR CLEANOUT PRV T & P PIPE UP PIPE DOWN BACKFLOW PREVENTER W SOV'S CA NEW VENT PLUMBING / GENERAL NOTES SHOWERS AND TUB-SHOWERS COMBINATIONS IN ALL BUILDINGS SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE, THERMOSTATIC, OR COMBINATION OF BOTH THAT PROVIDE SCALD AND THERMAL SHOCK PROTECTION. VALVES SHALL BE ADJUSTED TO DELIVER A MAXIMUM MIXED WATER SETTING OF 120 DEGREES FAHRENHEIT. THE WATER HEATER THERMOSTAT SHALL NOT BE CONSIDERED A SUITABLE CONTROL FOR MEETING THIS PROVISION. VERIFY AND WHERE WATER PRESSURE EXCEEDS 80 PSI AN APPROVED PRESSURE REGULATOR PRECEDED BY AN ADEQUATE STRAINER SHALL BE INSTALLED 1-INSTALL TEMPERATURE AND PRESSURE RELIEF VALVE WITH MINIMUM 3/4" DRAIN PIPE AND TERMINATE TO THE EXTERIOR OF THE BUILDING OVER WINDOW, DOOR OR VISIBLE LOCATION. DISCHARGE FROM A RELIEF VALVE INTO A WATER HEATER PAN SHALL BE PROHIBITED . 3- 2 GPM SHOWER FIXTURE, MAX.1.5 GPM BATHROOM FAUCET, MAX. 2 GPM KITCHEN FAUCET, AND MAX 1.28 WATER CLOSET TO CONFORM TO CITY GREEN REQUIREMENTS. BATHROOMS: PROVIDE AN EXHAUST FAN (AT LEAST 50 CFM) DUCTED TO THE OUTSIDE (MINIMUM 4" DIAMETER FLEX DUCT WITH A MAXIMUM LENGTH OF 70")WITH A MINIMUM VENTILATION RATE OF 100 CFM, IDENTIFY THE REQUIREMENT FOR A BACK-DRAFT DAMPER ON THE DUCT, AN ENERGY STAR COMPLIANT EXHAUST FAN THAT IS CONTROLLED BY A HUMIDITY SENSOR THAT IS CAPABLE OF BEING ADJUSTED BETWEEN ≤ 50-PERCENT TO 80-PERCENT HUMIDITY; AND A SEPARATE SWITCH FROM THE LIGHT UNLESS THE FAN IS ALLOWED TO OPERATE WITH THE LIGHT SWITCHED OFF. 4-NOTE THAT ALL PLUMBING VENTS SHALL TERMINATE NOT LESS THAN 6" ABOVE ROOF NOR LESS THAN 1' FROM ANY VERTICAL SURFACE. VENTS SHALL TERMINATE NOT LESS THAN 10" FROM OR 3' ABOVE ANY WINDOW, DOOR OPENING AIR INTAKE, OR VENT SHAFT NOR 3' FROM LOT LINE. IF WATER PRESSURE EXCEEDS 80 PSI, AND EXPANSION TANK AND AN APPROVED PRESSURE REGULATOR SHALL BE INSTALLED. NON-REMOVABLE BACK FLOW PREVENTER OR BIBB-TYPE VACUUM BREAKER WILL BE INSTALLED ON ALL EXTERIOR HOSE BIBS. HOT WATER RE-CIRCULATING SYSTEM IS INSTALLED, THE ENTIRE LENGTH OF HOT WATER PIPES SHALL BE INSULATED. 1-Projects which disturb less than one acre of soil shall manage storm water drainage during construction by one of the following: A. Retention basins. B. Where storm water is conveyed to a public drainage system, water shall be filtered by use of a barrier system, wattle or other approved method. 2-Site grading or drainage system will manage all surface water flows to keep water from entering buildings (swales, water collection, French drains, etc.). CGC Section 4.106.3. Exception: Additions not altering the drainage path. 4-Landscape irrigation water use shall have weather or soil based controllers. CGC Section 4.304.1. 5-The plans that a minimum of 65% of construction waste is to be recycled. CGC Section 4.408.1. 6-The contractor shall submit a Construction Waste Management Plan, per CGC Section 4.408.2. 7-The builder is to provide an operation manual (containing information for maintaining appliances, etc.) for the owner at the time of final inspection. CGC Section 4.410.1. THE WORK INCLUDES MODIFICATION TO THE EXISTING PLUMBING SYSTEM AND PROVIDING NEW MATERIALS, FITTINGS AND ACCESSORIES NECESSARY FOR A COMPLETE FUNCTIONING PLUMBING SYSTEM. THE WORK ALSO INCLUDES ROUGH-IN AND FINAL CONNECTIONS TO FOOD SERVICE EQUIPMENT AND BEVERAGE DISPENSING EQUIPMENT PROVIDED BY OTHERS. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES AND/OR ORDINANCES AND IS SUBJECT TO INSPECTION. HOOK-UP CHARGES, PERMITS AND ALL OTHER EXPENSES RELATED TO A COMPLETE AND FUNCTIONING PLUMBING SYSTEM ARE INCLUDED AS A PART OF THIS SECTION. WARRANTY: PROVIDE LABOR AND MATERIALS TO REPAIR OR REPLACE DEFECTIVE PARTS AND MATERIALS AS REQUIRED FOR ONE YEAR AFTER SUBSTANTIAL COMPLETION OR OWNER ACCEPTANCE OF THE COMPLETED PROJECT. PROVIDE A SEPARATE LINE ITEM DEDUCT AMOUNT ON THE PROPOSAL FORM TO DELETE WARRANTY SERVICE, AT THE OWNER'S OPTION. THE INTENT OF THE DRAWINGS IS TO INDICATE THE GENERAL EXTENT OF WORK REQUIRED FOR THE PROJECT. THE DRAWINGS FOR PLUMBING WORK ARE DIAGRAMMATIC, SHOWING THE GENERAL LOCATION, TYPE, FIXTURES AND EQUIPMENT REQUIRED. THE DRAWINGS SHALL NOT BE SCALED FOR EXACT MEASUREMENTS. REFER TO MANUFACTURER'S STANDARD ROUGH-IN DRAWINGS FOR PLUMBING FIXTURE INSTALLATION REQUIREMENTS. COMPLY WITH ALL APPLICABLE ADA INSTALLATION REQUIREMENTS. COORDINATE WITH THE WORK OF OTHER SECTIONS, EQUIPMENT FURNISHED BY OTHERS, AND WITH THE CONSTRAINTS OF THE EXISTING CONDITIONS OF THE PROJECT SITE. PIPING SYSTEMS - GENERAL: ALL PIPING SHALL BE RUN PARALLEL TO BUILDING LINES AND SUPPORTED AND ANCHORED AS REQUIRED TO FACILITATE EXPANSION AND CONTRACTION. ALL PIPING SHALL BE CONCEALED EXCEPT IN UNFINISHED SPACES. INSTALL AS REQUIRED TO MEET ALL CONSTRUCTION CONDITIONS AND TO ALLOW FOR INSTALLATION OF OTHER WORK SUCH AS DUCTS AND ELECTRICAL CONDUIT. AT ALL CONNECTIONS BETWEEN FERROUS PIPING AND NONFERROUS PIPING, PROVIDE AN ISOLATING DIALECTIC UNION. ALL HANGERS SHALL BE COMPATIBLE WITH PIPING MATERIAL TO PREVENT CORROSION. PROVIDE ALL FITTINGS, ACCESSORIES, OFFSETS, AND MATERIALS NECESSARY TO FACILITATE THE PLUMBING SYSTEM'S FUNCTIONING AS INDICATED BY THE DESIGN AND THE EQUIPMENT INDICATED. FIXTURES/EQUIPMENT FURNISHED BY OTHERS: PLUMBING CONTRACTOR SHALL PROVIDE UTILITY CONNECTIONS REQUIRED SUCH AS WATER, GAS, AIR, SUPPLIES, WASTE OUTLET, TRAPS, ETC. AT ALL PLUMBING TYPE FIXTURES OR EQUIPMENT FURNISHED BY OWNER, GENERAL CONTRACTOR, FOOD SERVICE CONTRACTOR, EQUIPMENT SUPPLIER, ETC. INCLUDED ARE STOP VALVES, ESCUTCHEONS, AND CHROME PLATED BRASS TUBING WITH COMPRESSION FITTINGS. SEWER AND WASTE PIPING: PROVIDE ALL DRAINS AND SEWERS WITHIN THE SPACE WITH CONNECTION TO THE EXISTING DRAINAGE SYSTEMS ON-SITE. SANITARY DRAINAGE PIPING ABOVE FLOOR SHALL BE CO-EXTRUDED PVC DWV (SCHEDULE 40) PIPE, FITTINGS AND CONNECTIONS. SANITARY DRAINAGE PIPING BELOW GRADE SHALL BE CO-EXTRUDED PVC DWV (SCHEDULE 40) PIPE WITH SOLVENT WELD FITTINGS MAY BE USED (WHERE PERMITTED BY CODE/LOCAL AUTHORITIES). ALL DRAINAGE PIPING SHALL BE UNIFORMLY PITCHED, 1/4" PER FOOT UNLESS OTHERWISE REQUIRED BY EXISTING CONDITIONS, OR INDICATED ON THE DRAWINGS. VENTS: PROVIDE A COMPLETE SYSTEM OF STANDARD WEIGHT CAST IRON NO-HUB VENT RISERS WHERE THE CEILING SPACE IS USED AS A RETURN AIR PLENUM OR USE CO-EXTRUDED PVC DWV (SCHEDULE 40) PIPE (WHERE PERMITTED BY CODE/LOCAL AUTHORITIES) WHERE THERE IS A DUCTED RETURN AIR SYSTEM. DO NOT USE PVC PIPE IN RETURN AIR PLENUM SPACES. THE VENT SYSTEM SHALL BE CARRIED THROUGH THE ROOF WITH APPROPRIATE FLASHING. CONDENSATE AND INDIRECT DRAIN PIPING: PIPING ABOVE FLOOR SHALL BE CO-EXTRUDED PVC DWV (SCHEDULE 40) PIPE, FITTINGS AND CONNECTIONS. PIPING BELOW GRADE SHALL BE CO-EXTRUDED PVC DWV(SCHEDULE 40) PIPE WITH SOLVENT WELD FITTINGS. CLEANOUTS: PROVIDE CLEANOUTS AT THE END OF EACH HORIZONTAL RUN, AND AT THE BASE OF ALL VERTICAL WASTE AND DRAIN PIPES. CLEANOUTS SHALL BE OF THE SAME SIZE AS THE PIPES THEY SERVE, CONFORMING TO CODE REQUIREMENTS. PROVIDE SUITABLE WALL OR FLOOR CLEANOUTS WITH ACCESSORIES TO OBSCURE FROM VIEW. WATER DISTRIBUTION PIPING: LAYOUT WATER PIPING SO THAT THE ENTIRE SYSTEM CAN BE DRAINED. HOT AND COLD WATER PIPING SHALL BE 1/2" MIN. CPVC PIPE WITH SOLVENT FITTING. PROVIDE WATER HAMMER ARRESTERS AT EACH FIXTURE OR GROUP OF FIXTURES AS REQUIRED. INSTALL CHROME PLATED BRASS ESCUTCHEON PLATES AT ALL PENETRATIONS THROUGH FINISHED SURFACES (INCLUDING CABINET INTERIORS). PIPE INSULATION: INSULATE (AS ALLOWED BY CODE) ALL LISTED SERVICE PIPING AS FOLLOWS. DOMESTIC COLD/HOT WATER, HOT WATER RETURN, STORM WATER PIPING. PROVIDE 1" PREFORMED FIBERGLASS, ASJ/SS-11, FLAME SPREAD 25, SMOKE DEVELOPED 50, ASTM C-547. FOR CONDENSATE PIPING PROVIDE 1/2" THICK INSULATION OF SAME CHARACTERISTICS AS LISTED FOR 1" ABOVE. WHERE PERMITTED BY LOCAL CODES, PROVIDE 1/2" SELF-ADHESIVE UNICELLULAR FOAM PIPE INSULATION WITH PRE-FORMED PVC FITTING COVERS - EQUAL TO SELF-ADHESIVE ARMSTRONG 2000 WITH K FACTOR OF 0.27 AT 75 DEGREES MEAN TEMPERATURE. INSULATE ANY EXPOSED CONDENSATE PIPING WITH WASTE TEMPERATURE BELOW 60 DEGREES F. SHUT-OFF VALVES: SHUTOFF VALVES, WITH UNIONS SHALL BE PROVIDED FOR SERVICE TO EACH PLUMBING FIXTURE, FOOD SERVICE EQUIPMENT ITEM OR OTHER EQUIPMENT ITEM, TO FACILITATE ISOLATION FOR REPAIR OR REPLACEMENT. VALVES SHALL BE EQUAL TO JENKINS #902-T BALL VALVE, CHROME-FINISHED BRONZE, TEFLON SEATS AND PACKING, 400 LB. W.O.G., SOLDER END. ACCESS PANELS: ACCESS PANELS SHALL BE PROVIDED WHERE CONCEALED CONTROL DEVICES, VALVES, ETC. ARE CONCEALED WITHIN WALLS. WHERE ACCESS FOR ADJUSTMENT AND MAINTENANCE IS POSSIBLE THROUGH LAY-IN SUSPENDED CEILINGS, ACCESS PANELS ARE NOT REQUIRED. PIPING SYSTEM: PVC SCHEDULE 40, SCHEDULE 80 AND CPVC PIPE WITH SOLVENT FITTINGS SHALL BE USED WHERE PERMITTED BY CODE/LOCAL AUTHORITIES. INSTALLATION: THOROUGHLY CLEAN ITEMS BEFORE INSTALLATION. CAP PIPE OPENINGS TO EXCLUDE DIRT UNTIL FIXTURES ARE INSTALLED AND FINAL CONNECTIONS HAVE BEEN MADE. PROCEED AS RAPIDLY AS CONSTRUCTION WILL PERMIT. SET FIXTURES LEVEL AND IN PROPER ALIGNMENT. INSTALL SUPPLIES IN PROPER ALIGNMENT WITH FIXTURES. INSTALL SILICONE SEALANT BETWEEN FIXTURES AND ADJACENT MATERIAL, FOR SANITARY JOINT, AND OMIT ESCUTCHEONS. REPAIR EXISTING PLUMBING SYSTEM COMPONENTS DAMAGED BY CONSTRUCTION OPERATIONS AND RESTORE TO ORIGINAL CONDITIONS. TEST WATER SYSTEM UNDER 150 PSIG HYDROSTATIC PRESSURE, FOR FOUR (4) HOURS MINIMUM. WHEN TESTING INDICATES MATERIALS OR WORKMANSHIP IS DEFICIENT, REPLACE OR REPAIR AS REQUIRED, AND REPEAT TEST UNTIL STANDARDS ARE ACHIEVED. ROOF PENETRATIONS SHALL COMPLY WITH "SMACNA" AND "NRCA" STANDARDS, AND WITH THE REQUIREMENTS OF THE EXISTING ROOFING WARRANTY, IF APPLICABLE. DO NOT PERFORM ROOFING PENETRATIONS IN A MANNER WHICH WOULD VOID OR OTHERWISE LIMIT THE EXISTING ROOFING WARRANTY. 1.THE INTENT OF THESE PLANS AND SPECIFICATIONS IS TO INCLUDE ALL LABOR, EQUIPMENT, MATERIALS, AND SERVICES NECESSARY TO FURNISH, INSTALL, TEST, AND ADJUST A COMPLETE WORKABLE PLUMBING INSTALLATION AS SHOWN, PRESCRIBED, OR REASONABLY IMPLIED BUT NOT LIMITED TO THAT EXPLICITLY INDICATED IN THE CONTRACT DOCUMENTS, BUT NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE INTENT THEREOF. 2.THE ENTIRE INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE 2022 CALIFORNIA PLUMBING CODE, 2022 CALIFORNIA BUILDING CODE, 2022 CALIFORNIA ENERGY CONSERVATION CODE AND ALL OTHER APPLICABLE CODES AND REGULATIONS REQUIRED BY AUTHORITIES HAVING JURISDICTION. IN THE EVENT OF CONFLICT BETWEEN SPECIFICATIONS, CODES, AND REGULATIONS, THE MORE RESTRICTIVE SHALL APPLY. 3.COORDINATE ENTIRE INSTALLATION OF THE PLUMBING SYSTEM WITH THE WORK OF OTHER TRADES PRIOR TO ANY FABRICATION OR INSTALLATION. FIELD VERIFY ALL DIMENSIONS AND CONDITIONS. REPORT ANY DISCREPANCIES, IN WRITING, TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. 4.CONTRACTOR SHALL PROVIDE AS-BUILT DRAWINGS WITH ALL CHANGES NOTED THEREON AT THE COMPLETION OF THE PROJECT IN ACCORDANCE WITH THE SPECIFICATIONS. PROVIDE ONE YEAR WARRANTY ON ALL PARTS AND LABOR. 6.THE DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO SHOW SCOPE. CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES TO PROVIDE THE BEST ARRANGEMENT OF ALL DUCT, PIPE, CONDUIT, ETC. 7.ALL CUTTING AND PATCHING OF THE EXISTING STRUCTURE SHALL BE PROVIDED UNDER OTHER SECTIONS OF THE WORK. PROVIDE NECESSARY REQUIREMENTS TO THE PROJECT SUPERINTENDENT. 8.ALL HOT WATER PIPING AND RE-CIRCULATION PIPING (EXCEPT RUNOUTS 12 FT. OR SHORTER TO INDIVIDUAL FIXTURES) SHALL BE INSULATED TO MEET THE REQUIREMENTS OF THE 2022 CALIFORNIA ENERGY CONSERVATION CODE 9.CONDENSATE DRAINS SHALL BE PROVIDED FOR EACH AIR CONDITIONING UNIT. HORIZONTAL CONDENSATE DRAINS ABOVE ANY CEILING SHALL BE INSULATED WITH MIN. 3/8" THICK CLOSED CELL INSULATION. 10.PIPING: A.WASTE, VENT, AND STORM DRAIN PIPING SHALL BE CO-EXTRUDED PVC SCHEDULE 40) PIPE B.WATER PIPE SHALL BE CPVC PIPE C.CONDENSATE PIPING SHALL BE CO-EXTRUDED PVC (SCHEDULE 40) PIPE D.INSIDE GAS PIPING SHALL BE BLACK IRON SCHEDULE 40 WITH MALLEABLE IRON FITTINGS. OUTSIDE SHALL BE GALVANIZED IRON SCHEDULE 40 WITH GALVANIZED FITTINGS. GAS LINE TO BE PAINTED GRAY IN COLOR. A 24 HOUR METERED GAS TEST SHALL BE REQUIRED. E.ALL PIPING NOT ENCLOSED IN CONDITION SPACE OR AT EXTERIOR WALLS SHALL BE INSULATED. F.PIPING: PVC SCHEDULE 40, SCHEDULE 80 AND CPVC PIPING WITH SOLVENT WELD FITTINGS SHALL BE USED WHERE PERMITTED BY CODE/LOCAL AUTHORITIES 11.ALL VENTS OR EXHAUSTS SHALL BE AT LEAST 10 FT. AWAY OR 3 FT. ABOVE ANY WINDOW, DOOR, OPENING, OR AIR INTAKE. 12.CLEANOUTS SHALL BE INSTALLED PER THE CALIFORNIA PLUMBING CODE. 13.PROVIDE WATER TIGHT FLASHINGS WHEREVER PIPES PASS THROUGH EXTERIOR WALLS, ROOFS, OR FLOORS. 14.PROVIDE ISOLATION FOR ALL PIPES THAT COME IN CONTACT WITH THE STRUCTURE. 15.LOCATION OF EXISTING UTILITIES AND POINTS OF CONNECTION ARE APPROXIMATE. CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND DEPTHS OF EXISTING UTILITIES AND SERVICES PRIOR TO STARTING WORK OF THIS SECTION. IF INDICATED POINTS OF CONNECTION CANNOT BE MADE TO EXISTING UTILITIES AS FOUND, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO INSTALLING ANY WORK WHICH MAY BE AFFECTED. 16.VALVES SHALL BE NIBCO, JENKINS, HAMMOND, RED & WHITE OR APPROVED EQUAL. SERVICE PRESSURE SHALL BE SUITABLE FOR SERVICE INTENDED. THE MAIN WATER SHUT OF VALVE SHALL BE A FULL PORT BALL TYPE AND APPROVED FOR SERVICE INTENDED. 17.CONTRACTOR SHALL PROVIDE ALL SHUT OFF VALVES AS NECESSARY TO ISOLATE ANY EQUIPMENT, PLUMBING ITEMS, OR FIXTURES, THAT MAY NEED SERVICING OR ARE SUBJECT TO FAILURE WHETHER OR NOT SUCH VALVES ARE SHOWN ON THE DRAWINGS. 18.PROVIDE HANGERS AND SUPPORTS AS REQUIRED. PLUMBERS TAPE AND WIRE ARE NOT ACCEPTABLE. 19.CONTRACTOR IS RESPONSIBLE FOR HIS OWN TRENCHING, BACKFILL, AND COMPACTION OF TRENCHES NECESSARY TO COMPLETE HIS SCOPE OF WORK. BACKFILLED TRENCHES SHALL BE RETURNED TO THEIR ORIGINAL GRADE UNLESS NOTED OTHERWISE. 20.CONTRACTOR SHALL AFFIX A MAINTENANCE LABEL TO ALL EQUIPMENT REQUIRING ROUTINE MAINTENANCE AND SHALL PROVIDE MAINTENANCE AND OPERATIONAL MANUALS IN ACCORDANCE WITH THE SPECIFICATIONS. 21.ALL EQUIPMENT THAT REQUIRES KEYS OR SPECIAL TOOLS TO OPERATE SHALL SUPPLY THE OWNER WITH TWO OF ANY SUCH KEYS OR TOOLS FOR EACH PIECE OF EQUIPMENT THAT REQUIRE THE SAME. 25.ANY CHANGE OR DEVIATION FROM THESE PLANS OR SPECIFICATIONS SHALL REQUIRE THE APPROVAL, IN WRITING, OF THE ENGINEER PRIOR TO COMMENCEMENT OF SUCH WORK. 26.ALL PLUMBING, ELECTRICAL, AND GAS LINES SHALL BE CONCEALED WITHIN THE THE BUILDING STRUCTURE TO AS GREAT EXTENT AS POSSIBLE. ALL LINES NOT CONCEALED SHALL BE SECURED 6" OFF THE FLOOR AND 3/4" FROM THE WALLS USING STANDOFF BRACKETS THE WATER SAVING PERFORMANCE STANDARDS FOR A PLUMBING FIXTURE ARE THOSE ESTABLISHED BY THE AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI), CURRENT REVISION, OR THE FOLLOWING STANDARDS, WHICHEVER ARE THE MORE RESTRICTIVE 1-THE MAXIMUM FLOW FROM A SINK OR LAVATORY FAUCET OR A FAUCET AERATOR SHALL NOT EXCEED 0 5 GALLONS OF WATER PER MINUTE AT A PRESSURE OF 60 POUNDS PER SQUARE INCH WHEN TESTED IN ACCORDANCE WITH ANSI TESTING PROCEDURES. 2- THE MAXIMUM VOLUME OF WATER PER FLUSH FROM A TOILET SHALL NOT EXCEED AN AVERAGE OF 1 28 GALLONS WHEN TESTED IN ACCORDANCE WITH ANSI TESTING PROCEDURES 3- THE MAXIMUM VOLUME OF WATER PER FLUSH FROM A URINAL AND THE ASSOCIATED FLUSH VALVE, IF ANY, SHALL NOT EXCEED AN AVERAGE OF ONE GALLON WHEN TESTED IN ACCORDANCE WITH ANSI TESTING PROCEDURES NOTES: WATER SAVING STANDARDS SPECIAL NOTICE TO CONTRACTORS GENERAL NOTES PLUMBING LEGEND SYMBOL PLUMBING SPECIFICATIONS SHEET TAG TITLE SCALE P 0.00 PLUMBING GENERAL NOTES AND SPECIFICATIONS. P 0.01 P 1.01 P 2.01 NTS NTS 3/8"=1'-0" PLUMBING CODE CHECKING. FIRST FLOOR WATER SUPPLY LAYOUT. PLUMBING LIST OF DRAWINGS (LoD): FIRST FLOOR SEWER LAYOUT.3/8"=1'-0" DRAWING NO.REV. PROJ. NO.PROJ. ENGR.SCALE @ 24X36: TITLE: PROJECT: REV. NO.DESCRIPTION DATE BY Address: Foxbrough pl Pleasanton, CA. 94566 Phone: (424) 414-0997 Web site: www.innodez.com Email: hello@innodez.com NOTES: ADDRESS: CLIENT: CONFIDENTIALITY STATEMENT: ALL DRAWINGS AND WRITTEN MATERIALS APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE DESIGNER AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT CONSENT OF THE DESIGNER. Inno Dez 400 SOUTH BALDWIN AVENUE ARCADIA, CA 91007 P0.00 PLUMBING GENERAL NOTES AND SPECIFICATIONS. 3/31/24 MAISON KOSE, SANTA ANITA PROJECT: CALIFORNIA PLUMBING CODE CHECKING: PIPE SUPPORTS: WATER CONVERSION & WATER CONSUMPTION: TABLE 313.3 HANGERS AND SUPPORTS For SI units; 1 inch = 25.4 mm, 1 foot = 304.8 mm Notes: 1 Support adjacent to joint, not to exceed 18 inches (457 mm) 2 Brace not to exceed 40 foot (12 192 mm) intervals to prevent horizontal movement. 3 Support at each horizontal branch connection. 4 Hangers shall not be placed on the coupling. 5 Vertical water lines shall be permitted to be supported in accordance with recognized engineering principles with regard to expansion and contraction, where first approved by the Authority Having Jurisdiction. MATERIALS TYPES OF JOINTS HORIZONTAL VERTICAL Cast Lead and Oakum 5 feet, except 10 feet where 10 foot length are installed1, 2, 3 Base and each floor, not to exceed 15 feet Compression Gasket Every other joint, unless over 4 feet then support each joint1, 2, 3 Base and each floor, not to exceed 15 feet Cast-Iron Hubless Shielded Coupling Every other joint, unless over 4 feet then support each joint1, 2, 3, 4 Base and each floor, not to exceed 15 feet Copper & Copper Alloys Soldered, Brazed, Threaded, or Mechanical 1 12 inches and smaller, 6 feet; 2 inches and larger, 10 feet Each floor, not to exceed 10 feet5 Steel Pipe for Water or DWV Threaded or Welded 34 inch and smaller, 10 feet; 1 inch and smaller, 12 feet Every floor, not to exceed 25 feet5 Steel Pipe for Gas Threaded or Welded 12 inch, 6 feet; 34 inch and 1 inch, 8 feet; 1 14 inches and larger, 10 feet 12 inch, 6 feet; 34 inch and 1 inch, 8 feet; 1 14 inches every floor level Schedule 40 PVC and ABS DWV Solvent Cemented All sizes, 4 feet; allow for expansion every 30 feet3 Base and each floor; provide mid-story guides; provide for expansion every 30 feet CPVC Solvent Cemented 1 inch and smaller, 3 feet; 1 14 inches and larger, 4 feet Base and each floor; provide mid-story guides CPVC-AL-CPVC Solvent Cemented 12 inch, 5 feet; 34 inch, 65 inches; 1 inch, 6 feet Base and each floor; provide mid-story guides Lead Wiped or burned Continuous Support Not to exceed 4 feet Steel Mechanical In accordance with standards acceptable to the Authority Having Jurisdiction PEX Cold Expansion, Insert and Compression 1 inch and smaller, 32 inches; 1 14 inches and larger, 4 feet Base and each floor; provide mid-story guides PEX-AL-PEX Metal Insert and Metal compression 12 inch 34 inch All sizes 98 inches 1 inch Base and each floor; provide mid-story guides PE-AL-PE Metal Insert and Metal compression 12 inch 34 inch All sizes 98 inches 1 inch Base and each floor; provide mid-story guides PE-RT Insert and Compression 1 inch and smaller, 32 inches; 1 14 inches and larger, 4 feet Base and each floor; provide mid-story guides Polypropylene (PP) Fusion weld (socket, but, sad- dle, electrofusion), threaded (metal threads only), or mechanical 1 inch and smaller, 32 inches; 1 14 inches and larger, 4 feet Base and each floor; provide mid-story guides } } WATER CONSERVING PLUMBING FIXTURES AND FITTINGS Plumbing fixtures and fittings shall comply with the following: (2019 CGBSC, California Plumbing Code (CPC) and Table 1401.1 of the CPC) 4303.1.1 All Water closets: <1.28 gal/flush Tank type water closet shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank-type Toilets. 4303.1.2 Urinals: <0.5 gal/flush 4303.1.3.1 Single showerheads: <1.8 gpm @ 80 psi 4303.1.3.2 Multiple showerheads: combined flow rate of all showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gpm @ 80 psi or only one shower outlet is to be in operation at a time. 4303.1.4.1 Residential Lavatory Faucets: 0.8 gpm @ 20 psi < Flow Rate <1.2 gpm @ 60 psi 4303.1.4.2 Lavatory Faucets in common and Public Use Areas (outside of dwellings or sleeping units) in residential buildings: <0.5 gpm @ 60 psi 4303.1.4.3 Metering Faucets: <0.25 gallons per cycle 4303.1.4.4 Kitchen Faucets: <1.8 gpm @ 60 psi; Maximum Flow Rate of 1.8 gpm PLUMBING FIXTURE CERTIFICATION REQUIRED: A plumbing fixture certification must be completed and signed by either a licensed general contractor, or a plumbing subcontractor, or the building owner certifying the flow rate of the fixtures installed. A copy of the certification can be obtained from the development services department. 407.3 Limitation of Hot water Temperature for Public Lavatories. Hot water delivered from public-use lavatories shall be limited to a maximum temperature of 120°F (49°C) by a device that complies with ASSE 1070/ASME A112.1070/CSA B125.70. The water heater thermostat shall not be considered a control for meeting this provision. 407.5 Waste Outlet. Lavatories shall have a waste outlet and fixtures tailpiece not less than 1 14 inches (32 mm) in diameter. 409.4 Limitation of Hot Water in Bathtubs and Whirlpool Bathtubs. The maximum hot water temperature discharging from the bathtub and whirlpool bathtub filler shall be limited to 120°F (49°C) by a device that complies with ASSE 1070/ASME A112.1070/CSA B125.70. The water heater thermostat shall not be considered a control for meeting this provision. 501.1 Applicability. The minimum capacity for storage water heaters shall be in accordance with the first-hour rating listed in Table 501.1(2). Number of Bathrooms 1 to 1.5 2 to 2.5 3 to 3.5 Number of Bedrooms 1 2 3 2 3 4 5 3 4 5 6 First hour rating,2 Gallons 38 49 49 49 62 62 74 62 74 74 74 For SI units: 1 gallon = 3.785 L. Notes: 1 The first-hour rating is found on the "Energy Guide" label. 2 Solar water heaters shall be sized to meet the appropriate first-hour rating as shown in the table. WATER HEATER: 504.0 Water Heater Requirements. 504.1 Location. Water heater installations in bedrooms and bathrooms shall comply with one of the following [NFPA54:10.27.1]: (1)Fuel-burning water heaters shall be permitted to be installed in a closet located in the bedroom or bathroom provided the closet is equipped with a listed, gasketed door assembly and a listed self-closing device. The self- closing door assembly shall meet the requirements of Section 504.1.1. The door assembly shall meet the requirements of Section 504.1.2. Combustion air for such installations shall be obtained from the outdoors in accordance with Section 506.4. The closet shall be for the exclusive use of the water heater. (2)Water heater shall be of the direct vent type. [NFPA 54: 10.27.1(2)] 504.2 Vent. Water heaters of other than the direct-vent type shall be located as close as practical to the chimney or gas vent. 507.2 Seismic provisions. Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one third (13) and lower one-third (13) of its vertical dimensions. At the lower point, a minimum distance of four (4) inches (102 mm) shall be maintained above the controls with the strapping. 507.4 Ground Support. A water heater supported from the earth shall rest on level concrete or other approved base extending not less than 3 inches (76 mm) above the adjoining ground level. 507.5 Drainage Pan. Where a water heater is located in an attic, in or on an attic ceiling assembly, floor-ceiling assembly, or floor-subfloor assembly where damage results from a leaking water heater, a watertight pan of corrosion-resistant materials shall be installed beneath the water heater with not less than 3 4 of an inch (20 mm) diameter drain to an approved location. Such pan shall be not less than 1 12 (38 mm) in depth. 507.13 Installation in Residential Garages. Appliances in residential garages and in adjacent spaces that open to the garage and are not part of the living space of a dwelling unit shall be installed so that all burners and burner-ignition devices are located not less than 18 inches (457 mm) above the floor unless listed as flammable vapor ignition resistant. [NFPA 54:9.1.10.1] 508.4.4 Lighting and Convenience Outlet. A permanent 120 V receptacle outlet and a lighting fixture shall be installed near the appliance. The switch controlling the lighting fixture shall be located at the entrance to the passageway. [NFPA 54:9.5.3] 508.2.1 Installation at roof: Clearance. Appliances shall be installed on a well-drained surface of the roof. At least 6 feet (1829 mm) of clearance shall be available between any part of the appliance, and the edge of a roof or similar hazard, or rigidly fixed rails, guards, parapets, or other building structures at least 42 inches (1067 mm) in height shall be provided on the exposed side. [NFPA 54:9.4.2.2] TABLE 611.4 SIZING OF RESIDENTIAL WATER SOFTENERS4 REQUIRED SIZE OF SOFTENER CONNECTION (inches) NUMBER OF BATHROOM GROUPS SERVED1 3 4 up to 22 1 up to 43 For Si units: 1 inch = 25 mm Notes: 1 Installation of a kitchen sink and dishwasher, laundry tray, and automatic clothes washer permitted without additional size increase. 2 An additional water closet and lavatory permitted. 3 Over four bathroom groups, the softener size shall be engineered for the specific installation. 4 See also Appendix A, Recommended Rules for Sizing the Water Supply Systems, and Appendix C, Alternate Plumbing Systems, for alternate methods of sizing water supply systems. A backflow preventer shall not be required to separate a stand-alone sprinkler syste from the water distribution system where the sprinkler system material is in accordance with the requirements of Section 604.0. WATER SUPPLY: 606.1 General. Valves up to and including 2 inches (50 mm) in size shall be copper alloy or other approved material. Sizes exceeding 2 inches (50 mm) shall be permitted to have cast iron or copper alloy bodies. Each gate or ball valve shall be a fullway or full-port type with working parts of the non-corrosive material. Valves carrying water used in potable water systems intended to supply drinking water shall comply with the requirements of NSF 61 and ASME A112.4.14, ASME B16.34, ASTM F1970, ASTM F2389 AWWA C500, AWWA C504, AWWA C507, IAPMO Z1157, MSS SP-67, MSS SP- 70, MSS SP-71, MSS SP-72, MSS SP-78, MSS SP-80, MSS SP-110, MSS SP-122, or NSF 359. 608.4 Pressure Relief Valves. Each pressure relief valve shall be an approved automatic type with drain, and each such relief valve shall be set at a pressure of not more than 150 psi (1034 kPa). No shutoff valve shall be installed between the relief valve and the system. DRAINAGE: TABLE 703.2: MAXIMUM UNIT LOADING AND MAXIMUM LENGTH OF DRAINAGE AND VENT PIPING SIZE OF PIPE (inches)1 14 1 12 2 3 4 5 6 8 10 12 Maximum Units Drainage Piping1 Vertical Horizontal 1 1 22 1 163 83 484 354 256 2165 600 4285 1380 7205 3600 26405 5600 46805 8400 82005 Maximum Length Drainage Piping Vertical Horizontal 45 65 85 212 300 390 510 750 –– Vent Piping Horizontal and Vertical 6 Maximum Units Maximum Lengths, (feet) 1 45 83 60 24 120 84 212 256 300 600 390 1380 510 3600 750 –– For SI units: 1 inch = 25 mm, 1 foot = 304.8 mm Notes: 1 Excluding trap arm. 2 Except for sinks, urinals, and dishwashers – exceeding 1 fixture unit. 3 Except for six-unit traps or water closets. 4 Only four water closets or six-unit traps allowed on a vertical pipe or stack, and not to exceed three water closets or six-unit traps on a horizontal branch or drain. 5 Based on 14 inch per foot (20.8 mm/m) slope, For 18 of an inch per foot (10.4 mm/m) slope, multiply horizontal fixture units by a factor of 0.8. 6 The diameter of an individual vent shall be not less than 1 14 inches (32 mm) nor less than one-half the diameter of the drain to which it is connected. Fixture unit load values for drainage and vent piping shall be computed from Table 702.1 and Table 702.2(2). Not to exceed one third of the total permitted length of a vent shall be permitted to be installed in a horizontal position. Where vents are increased one pipe size for their entire length, the maximum length lim- itations specified in this table do not apply. This table is in accordance with the requirements of Section 901.3. 706.0 Changes in Direction of Drainage Flow. 706.1 Approved Fittings. Changes in the direction of drainage piping shall be made by the approximate use of approved fittings and shall be of the angles presented by a one-sixteenth bend, one-eight bend, or one-sixth bend, or other approved fittings of equivalent sweep. 706.2 Horizontal to Vertical. Horizontal drainage lines, connecting with a vertical stack, shall enter through 45 degree (0.79 rad) wye branch, 60 degree (1.05 rad) wye branches, combination wye and one-eighth bend branches, sanitary tee or sanitary tapped tee branches, or other approved fittings of equivalent sweep. 706.4 Vertical to Horizontal. Vertical drainage lines con necting with horizontal drainage lines shall enter through 45 degree (0.79 rad) wye branches, combination wye and one-eighth bend branches, or other approved fittings of equiva- lent sweep. Branches, or other approved fittings of equiva- lent sweep. Branches or offsets of 60 degrees (1.05 rad) shall be permitted to be used where installed in a true vertical posi- tion. 707.4 Location. Each horizontal drainage pipe shall be provided with a cleanout at its upper terminal, and each run of piping, that s more than 100 feet (30 480 mm) in total developed length, shall be provided with a cleanout for each 100 feet (30 480 mm), or fraction thereof, in length of such piping. An additional cleanout shall be provided in a drainage line for each aggregate horizontal change in direction exceeding 135 degrees (2.36 rad). A cleanout shall be installed above the fixture connecting fitting, serving each urinal, regardless of the location of the urinal in the building. Exceptions (1)Cleanouts shall be permitted to be omitted on a horizontal drain line less than 5 feet (1524 mm) in length unless such line is serving sinks or urinals 707.5 Cleaning. Each cleanout shall be installed so that it opens to allow cleaning in the direction of flow of the soil or waste or at right angles thereto and, except in the case of wye branch and end-of-line cleanouts, shall be installed vertically above the flow line of the pipe. 708.0 Grade of Horizontal Drainage Piping. 708.1 General. Horizontal drainage piping shall be run in practical alignment and a uniform slope of not less than 14 inch per foot (20.8 mm/m) or 2 percent toward the point of disposal provided that, where it is impractical due to the depth of the street sewer, to the structural features, or to the arrangement of a building or structure to obtain a slope of 14 inch per foot (20.8 mm/m) or 2 percent, such pipe or piping 4 inches (100 mm) or larger in diameter shall be permitted to have a slope of not less than 18 inch per foot (10.4 mm/m) or 1 percent, where first approved by the Authority Having Jurisdiction. 719.0 Cleanouts. 719.1 Locations. Cleanouts shall be placed inside the build ing near the connection between the building drain and the building sewer or installed outside the building at the lower end of the building drain and extended to grade. Additional building sewer cleanouts shall be installed at intervals not to exceed 100 feet (30 480 mm) in straight runs and for each aggregate horizontal change in direction exceeding 135 degrees (2.36 rad) 719.2 No additional Cleanouts. Where a building sewer or a branch thereof does not exceed 10 feet (3048 mm) in length and is a straight-line projection from a building drain that is provided with a cleanout, no cleanout will be required at its point of connection to the building drain. 721.0 Location. 721.1 Building Sewer. Except as provided in Section 721.2, no building sewer shall be located in a lot other than the lot that is the site of the building or structure served by such sewer nor shall a building sewer be located at a point having less than the minimum distances referenced in Table 721.1. TABLE 721.1 MINIMUM HORIZONTAL DISTANCE REQUIRED FROM BUILDING SEWER (feet) Buildings or structures1 2 Property line adjoing private property Clear2 Water supply wells 503 Streams 50 On-site domestic water service line 14 Public water main 105, 6 906.0 Vent Termination. 906.1 Roof Termination. Each vent pipe or stack shall extend through its flashing and shall terminate vertically not less than 6 inches (152 mm) above the roof nor less than 1 foot (305 mm) from a vertical surface. ABS and PVC piping exposed to sunlight shall be protected by water based synthetic latex paints. 906.2 Clearance. Each vent shall terminate not less than 10 feet (3048 mm) from, or not less than 3 feet (914 mm) above, an openable window, door, opening, air intake, or vent shaft, or not less than 3 feet (914 mm) in every direction from a hot line, alley and street excepted. 909.0 Special Venting for Island Fixtures. 909.1 General. Traps for island sinks and similar equipment shall be roughed in above the floor and shall be permitted to be vented by extending the vent as high as possible, but not less than the drainboard height and then returning it down- ward and connecting it to the horizontal sink drain immediately downstream from the vertical fixture drain. The return vent shall be connected to the horizontal drain through a wye-branch fitting and shall, in addition, be provided with a foot vent taken off the vertical fixture vent by means of a wye branch immediately below the floor and extending to the nearest partition and then through the roof to the open air, or shall be permitted to be connected to other vents at a point not less than 6 inches (152 mm) above the flood-level rim of the fixtures served. Drainage fittings shall be used on the vent below the floor level, and a slope of not less than 14 inch per foot (20.8 mm/m) back to the drain shall be maintained. The return bend used under the drainboard shall be a one-piece fitting or an assembly of a 45 degree (0.79 rad), a 90 degree (1.57 rad), and a 45 degree (0.79 rad) elbow in the order named. Pipe sizing shall be as elsewhere required in this code. The island sink drain, upstream of the returned vent, shall serve no other fixtures. An accessible cleanout shall be installed in the vertical portion of the foot vent. VENT: FIRESTOP PROTECTION 1404.0 Combustible Piping Installations. 1404.2 Fire-Resistance Rating. Where penetrating a fire-resistance-rated wall, partition, floor, floor-ceiling assembly, roof-ceiling assembly, or shaft enclosure, the fire-resistance rating of the assembly shall be restored to its original rating. 1404.3 Firestop Systems. Penetrations shall be protected by an approved penetration firestop system installed as tested in accordance with ASTM E119, ASTM E814, UL 263, or UL 1479 with a positive pressure differential of not less than 0.01 of an inch of water (0.002 kPa). Systems shall have and F rating of not less than 1 hour but not less than the required fire-resistance rating of the assembly being penetrated. Systems protecting floor penetrations shall have a T rating of not less than 1 hour but not less than the required fire-resistance rating of the floor penetrations shall have a T rating of not less than 1 hour but not less than the required fire-resistance rating of the floor being penetrated. Floor penetrations contained within the cavity of a wall at the location of the floor penetration do not require a T rating. No T rating shall be required for floor penetrations by piping that is not in direct contact with combustible material. 1404.6 Sleeves. Where sleeves are used, the sleeves shall be securely fastened to the fire-resistance-rated assembly. The (inside) annular space between the sleeve and the fire-resistance-rated assembly shall be firestopped in accordance with this chapter. 1405.0 Noncombustible Piping Installations. 1405.3 Firestop Systems. Penetrations shall be protected by an approved penetration firestop system installed as tested in accordance with ASTM E119, ASTM E814, UL 263, or UL 1479 with a positive pressure differential of not less than 0.01 of an inch of water (0.002 kPa). Systems shall have an F rating of not less than 1 hour but not less than the required fire-resistance rating of the assembly being penetrated. Systems protecting floor penetrations shall have a T rating of not less than 1 hour but not less than the required fire-resistance rating of the floor being penetrated. Floor penetrations contained within the cavity of a wall at a location of the floor penetration do not require a T rating. No T rating shall be required for floor penetrations by piping that is not in direct contact with combustible material. 1405.6 Sleeves. Where sleeves are used, the sleeves shall be securely fastened to the fire-resistance-rated assembly. The (inside) annular space between the sleeve and the penetrating item and the (outside) annular space between the sleeve and the fire-resistance-rated assembly shall be firestopped in accordance with this chapter. DRAWING NO.REV. PROJ. NO.PROJ. ENGR.SCALE @ 24X36: TITLE: PROJECT: REV. NO.DESCRIPTION DATE BY Address: Foxbrough pl Pleasanton, CA. 94566 Phone: (424) 414-0997 Web site: www.innodez.com Email: hello@innodez.com NOTES: ADDRESS: CLIENT: CONFIDENTIALITY STATEMENT: ALL DRAWINGS AND WRITTEN MATERIALS APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE DESIGNER AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT CONSENT OF THE DESIGNER. Inno Dez 400 SOUTH BALDWIN AVENUE ARCADIA, CA 91007 P0.01 PLUMBING CODE CHECKING. 3/31/24 MAISON KOSE, SANTA ANITA PROJECT: IM CUBE 1/ 2 " H W P 1/ 2 " C W P GENERAL NOTES: 1.PRIOR TO PERFORMING WORK, CONTRACTOR TO COORDINATE EXACT PIPE SIZES, INVERT ELEVATIONS, PRESSURES FOR LOCATIONS OF ANY SEWER, WATER PIPING AND WATER METER WITH CIVIL UTILITIES DRAWINGS, AND ANY OTHER ENGINEER AS APPLICABLE. 2.PRIOR TO PERFORMING WORK, CONTRACTOR TO COORDINATE PIPE ROUTING WITH ALL OTHER TRADES AND EXISTING FIELD CONDITIONS. 3.REFER TO MECHANICAL PLANS FOR PLUMBING SPECIFICATION OF MATERIAL, INSULATION AND INSTALLATION REQUIREMENTS. 4.CONTRACTOR IS RESPONSIBLE FOR ROUGH-IN COORDINATION AND LOCATIONS. REFER TO ARCHITECTURAL PLANS FOR LOCATIONS AND FIXTURES. 5.CONTRACTOR IS RESPONSIBLE FOR ANY REQUIRED CUTTING AND PATCHING. 6.ALL NOTCHING, BORING, AND CUTTING OF HOLES IN WALL STUDS AND FLOOR JOISTS SHALL BE PERFORMED BASED ON THE LATEST ADOPTED AND APPROVED EDITION OF THE BUILDING CODE. 7.ALL PLUMBING FIXTURES SHALL BE OF WATER CONSERVATION TYPE AS REQUIRED BY LOCAL AUTHORITY HAVING JURISDICTION. 8.ALL WATER PIPING SHALL BE INSTALLED ON INTERIOR SIDE OF THE BUILDING WALL INSULATION. 9.CONTRACTOR SHALL PROVIDE VALVES LOCATED ABOVE LAY-IN CEILING OR 24"x24" CEILING ACCESS PANEL COORDINATE FINAL LOCATION AND SIZE WITH ARCHITECT. PROVIDE BALANCING VALVES FOR HOT WATER RETURN SYSTEM AS REQUIRED. 10.ALL SANITARY DRAINAGE PIPING 3" AND SMALLER SHALL BE SLOPED AT 1 4" PER FOOT. PIPING 4" AND LARGER SHALL BE SLOPED AT 1 8" PER FOOT. 11.ALL CONDENSATE DRAIN PIPING SHALL BE SLOPED AT 1 8" PER FOOT AND PROVIDE ACCESSIBLE CLEANOUTS AT ALL CHANGES OF DIRECTION. 12.VENTS THAT TERMINATE AT THE ROOF SHALL BE A MINIMUM OF 10' FROM ANY FRESH AIR INTAKE. 13.REFER TO THE PLUMBING DIAGRAMS FOR GUIDANCE OF INSTALLATION INTENT. CONTRACTOR IS TO PROVIDE ALL COMPONENTS NECESSARY TO MEET THE DESIGN INTENT, WHETHER SHOWN IN DIAGRAM OR NOT. DCW, DHW RISE TO HIGH LEVEL. DCW/DHW/RHW TO FIXTURE CONNECTION. WATER SUPPLY SHEET NOTES: 1 2 (E)WATER HEATER 3/ 4 " C W P FIXTURE W.S.F.U QTY.TOTAL W.S.F.U FROM 2022 CPC - TABLE 610.3: WATER SUPPLY FIXTURE UNITS LOADS: WATER CLOSET 2.5 1 2.5 LAVATORY 1.0 1 1.0 AS PER 2022CPC -TABLE 610.4 -LONGEST RUN IS APPRX3 40 FT. -W/M PRESSURE RANGE 30-45 PSI -MAIN CWP NOT LESS THAN 3/4" Ø -W/M SIZE NOT LESS THAN 3/4" Ø TOTAL BUILDING WSFU =3.5 1/ 2 " C W P 2 2 W/M 3/4" CWP DRAWING NO.REV. PROJ. NO.PROJ. ENGR.SCALE @ 24X36: TITLE: PROJECT: REV. NO.DESCRIPTION DATE BY Address: Foxbrough pl Pleasanton, CA. 94566 Phone: (424) 414-0997 Web site: www.innodez.com Email: hello@innodez.com NOTES: ADDRESS: CLIENT: CONFIDENTIALITY STATEMENT: ALL DRAWINGS AND WRITTEN MATERIALS APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE DESIGNER AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT CONSENT OF THE DESIGNER. Inno Dez 400 SOUTH BALDWIN AVENUE ARCADIA, CA 91007 P1.01 FIRST FLOOR WATER SUPPLY LAYOUT. 3/31/24 IM C U B E I M C U B E MAISON KOSE, SANTA ANITA PROJECT: GENERAL NOTES: 1.PRIOR TO PERFORMING WORK, CONTRACTOR TO COORDINATE EXACT PIPE SIZES, INVERT ELEVATIONS, PRESSURES FOR LOCATIONS OF ANY SEWER, WATER PIPING AND WATER METER WITH CIVIL UTILITIES DRAWINGS, AND ANY OTHER ENGINEER AS APPLICABLE. 2.PRIOR TO PERFORMING WORK, CONTRACTOR TO COORDINATE PIPE ROUTING WITH ALL OTHER TRADES AND EXISTING FIELD CONDITIONS. 3.REFER TO MECHANICAL PLANS FOR PLUMBING SPECIFICATION OF MATERIAL, INSULATION AND INSTALLATION REQUIREMENTS. 4.CONTRACTOR IS RESPONSIBLE FOR ROUGH-IN COORDINATION AND LOCATIONS. REFER TO ARCHITECTURAL PLANS FOR LOCATIONS AND FIXTURES. 5.CONTRACTOR IS RESPONSIBLE FOR ANY REQUIRED CUTTING AND PATCHING. 6.ALL NOTCHING, BORING, AND CUTTING OF HOLES IN WALL STUDS AND FLOOR JOISTS SHALL BE PERFORMED BASED ON THE LATEST ADOPTED AND APPROVED EDITION OF THE BUILDING CODE. 7.ALL PLUMBING FIXTURES SHALL BE OF WATER CONSERVATION TYPE AS REQUIRED BY LOCAL AUTHORITY HAVING JURISDICTION. 8.ALL WATER PIPING SHALL BE INSTALLED ON INTERIOR SIDE OF THE BUILDING WALL INSULATION. 9.CONTRACTOR SHALL PROVIDE VALVES LOCATED ABOVE LAY-IN CEILING OR 24"x24" CEILING ACCESS PANEL COORDINATE FINAL LOCATION AND SIZE WITH ARCHITECT. PROVIDE BALANCING VALVES FOR HOT WATER RETURN SYSTEM AS REQUIRED. 10.ALL SANITARY DRAINAGE PIPING 3" AND SMALLER SHALL BE SLOPED AT 1 4" PER FOOT. PIPING 4" AND LARGER SHALL BE SLOPED AT 1 8" PER FOOT. 11.ALL CONDENSATE DRAIN PIPING SHALL BE SLOPED AT 1 8" PER FOOT AND PROVIDE ACCESSIBLE CLEANOUTS AT ALL CHANGES OF DIRECTION. 12.VENTS THAT TERMINATE AT THE ROOF SHALL BE A MINIMUM OF 10' FROM ANY FRESH AIR INTAKE. 13.REFER TO THE PLUMBING DIAGRAMS FOR GUIDANCE OF INSTALLATION INTENT. CONTRACTOR IS TO PROVIDE ALL COMPONENTS NECESSARY TO MEET THE DESIGN INTENT, WHETHER SHOWN IN DIAGRAM OR NOT. SANITARY SHEET NOTES: WASTE DROP AND 2" VENT RISE. 3" VENT STACK TO ABOVE. 4" FLOOR CLEAN-OUT. WALL CLEAN-OUT. 1 2 3 4 IM CUBE FIXTURE D.F.U QTY.TOTAL D.F.U FROM 2022 CPC - TABLE 702.1: DRAINAGE FIXTURE UNIT VALUES (DFU) WATER CLOSET 3.0 LAVATORY 1.0 TOTAL BUILDING DFU =4.0 1 1 3.0 1.0 41 2 2 TO MAIN SEWER LINE 3 2" S 4" S 4" S 2" V 4" S DRAWING NO.REV. PROJ. NO.PROJ. ENGR.SCALE @ 24X36: TITLE: PROJECT: REV. NO.DESCRIPTION DATE BY Address: Foxbrough pl Pleasanton, CA. 94566 Phone: (424) 414-0997 Web site: www.innodez.com Email: hello@innodez.com NOTES: ADDRESS: CLIENT: CONFIDENTIALITY STATEMENT: ALL DRAWINGS AND WRITTEN MATERIALS APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE DESIGNER AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT CONSENT OF THE DESIGNER. Inno Dez 400 SOUTH BALDWIN AVENUE ARCADIA, CA 91007 P2.01 FIRST FLOOR SEWER LAYOUT. 3/31/24 IM C U B E I M C U B E MAISON KOSE, SANTA ANITA PROJECT: MAISON KOSE, SANTA ANITA DRAWING NO.REV. PROJ. NO.PROJ. ENGR.SCALE @ 24X36: TITLE: PROJECT: REV. NO.DESCRIPTION DATE BY Address: Foxbrough pl Pleasanton, CA. 94566 Phone: (424) 414-0997 Web site: www.innodez.com Email: hello@innodez.com NOTES: ADDRESS: CLIENT: CONFIDENTIALITY STATEMENT: ALL DRAWINGS AND WRITTEN MATERIALS APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE DESIGNER AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT CONSENT OF THE DESIGNER. Inno Dez SPACE K3, 400 SOUTH BALDWIN AVENUE ARCADIA , CA 91007 T24.01 T24.01 MAISON KOSE, SANTA ANITA DRAWING NO.REV. PROJ. NO.PROJ. ENGR.SCALE @ 24X36: TITLE: PROJECT: REV. NO.DESCRIPTION DATE BY Address: Foxbrough pl Pleasanton, CA. 94566 Phone: (424) 414-0997 Web site: www.innodez.com Email: hello@innodez.com NOTES: ADDRESS: CLIENT: CONFIDENTIALITY STATEMENT: ALL DRAWINGS AND WRITTEN MATERIALS APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE DESIGNER AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT CONSENT OF THE DESIGNER. Inno Dez SPACE K3, 400 SOUTH BALDWIN AVENUE ARCADIA , CA 91007 T24.02 T24.02 MAISON KOSE, SANTA ANITA DRAWING NO.REV. PROJ. NO.PROJ. ENGR.SCALE @ 24X36: TITLE: PROJECT: REV. NO.DESCRIPTION DATE BY Address: Foxbrough pl Pleasanton, CA. 94566 Phone: (424) 414-0997 Web site: www.innodez.com Email: hello@innodez.com NOTES: ADDRESS: CLIENT: CONFIDENTIALITY STATEMENT: ALL DRAWINGS AND WRITTEN MATERIALS APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE DESIGNER AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT CONSENT OF THE DESIGNER. Inno Dez SPACE K3, 400 SOUTH BALDWIN AVENUE ARCADIA , CA 91007 T24.03 T24.03 3/31/24 STRUCTURAL BUILDING DEPARTMENT SUBMITTAL SUBMITTED TO: FOR: DEYI CONSULTANT, INC. 2725 WHISPERING TRL. IRVINE, CA 92602 949-656-6134 JUNFEI.CHEN@DEYICONSULTANTS.COM ROSS ADDITION8187 ROSS ST. EASTVALE, CA 92880 11/05/2023PROJECT NO. 23198 EXP. DATE: 09/30/2024 MAISON KOSE SPACE K3, 400 S. BALDWIN AVE. ARCADIA, CA 91007 CITY OF ARCADIA 11/6/23, 10:50 AM U.S. Seismic Design Maps https://www.seismicmaps.org 1/3 USGS web services were down for some period of time and as a result this tool wasn't operational, resulting in timeout error.USGS web services are now operational so this tool should work as expected. 400 S Baldwin Ave, Arcadia, CA 91007, USA Latitude, Longitude: 34.1347003, -118.051589 Date 11/6/2023, 10:50:00 AM Design Code Reference Document ASCE7-16 Risk Category II Site Class D - Default (See Section 11.4.3) Type Value Description SS 2.018 MCER ground motion. (for 0.2 second period) S1 0.721 MCER ground motion. (for 1.0s period) SMS 2.422 Site-modified spectral acceleration value SM1 null -See Section 11.4.8 Site-modified spectral acceleration value SDS 1.614 Numeric seismic design value at 0.2 second SA SD1 null -See Section 11.4.8 Numeric seismic design value at 1.0 second SA Type Value Description SDC null -See Section 11.4.8 Seismic design category Fa 1.2 Site amplification factor at 0.2 second Fv null -See Section 11.4.8 Site amplification factor at 1.0 second PGA 0.878 MCEG peak ground acceleration FPGA 1.2 Site amplification factor at PGA PGAM 1.054 Site modified peak ground acceleration TL 8 Long-period transition period in seconds SsRT 2.018 Probabilistic risk-targeted ground motion. (0.2 second) SsUH 2.278 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration SsD 2.256 Factored deterministic acceleration value. (0.2 second) S1RT 0.745 Probabilistic risk-targeted ground motion. (1.0 second) S1UH 0.838 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration. S1D 0.721 Factored deterministic acceleration value. (1.0 second) PGAd 0.905 Factored deterministic acceleration value. (Peak Ground Acceleration) Page 1 11/6/23, 10:50 AM U.S. Seismic Design Maps https://www.seismicmaps.org 2/3 Type Value Description PGAUH 0.878 Uniform-hazard (2% probability of exceedance in 50 years) Peak Ground Acceleration CRS 0.886 Mapped value of the risk coefficient at short periods CR1 0.889 Mapped value of the risk coefficient at a period of 1 s CV 1.5 Vertical coefficient Page 2 11/6/23, 10:50 AM U.S. Seismic Design Maps https://www.seismicmaps.org 3/3 DISCLAIMER While the information presented on this website is believed to be correct, SEAOC /OSHPD and its sponsors and contributors assume no responsibility or liability for its accuracy. 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Page 3 KOSE Wall Shelving SCOPE: The purpose of this analysis is to show that the following light duty storage fixtures complies with the specifications set forth in Section 2209 of the 2022 CBC and Section 15.5.3 of ASCE 7-16 . The storage racks are prefabricated and are to be field installed only without any field welding. PARAMETERS: The system will be analyzed for seismic loading utilizing the following equation: V =Cs x W Cs =SDS x I / R SDS =2/3 x Fa x Ss I =1 R =4 Fa =1.20 Ss =2.02 SPECIFICATIONS: Steel -Fy = 50,000 psi Bolts -ASTM A307 unless otherwise noted Anchors -1/2"Ø x 4" MIN. EMBED. SIMPSON TITEN HD (ICC ESR-2713) Slab -12" x 5,000 psi Soil -1,000 psf 1 Page 4 Loads & Distribution: Fa =1.20 <=== ASSUMED SITE CLASS D Ss =2.02 SDS =2/3*Fa*Ss =1.61 I =1 <=== IN AREA NOT OPEN TO THE PUBLIC R =4 Cs =SDS * I / R =0.403 Depth =24.0 IN # of Levels=5 Shelf PL =150 lb/Level Shelf DL =20 lb/Level Seismic Shear: Vtotal =Cs*Ws =0.403 x 850 LB =243 LB Level Ws hx wx hx Fi Movt 1 170.0 LB 24.0 IN 4,080 IN-LB 23.1 LB 555 IN-LB 2 170.0 LB 36.0 IN 6,120 IN-LB 34.7 LB 1,249 IN-LB 3 170.0 LB 48.0 IN 8,160 IN-LB 46.2 LB 2,220 IN-LB 4 170.0 LB 60.0 IN 10,200 IN-LB 57.8 LB 3,469 IN-LB 5 170.0 LB 84.0 IN 14,280 IN-LB 80.9 LB 6,799 IN-LB 850.0 LB 42,840 IN-LB 243 LB 14,291 IN-LB Vtop =Cs*Ws,top =0.403 x 550 LB =222 LB Level Ws hx wx hx Fi Movt 1 20 LB 24.0 IN 480 IN-LB 3.1 LB 75 IN-LB 2 20 LB 36.0 IN 720 IN-LB 4.7 LB 170 IN-LB 3 170 LB 48.0 IN 8,160 IN-LB 53.4 LB 2,565 IN-LB 4 170 LB 60.0 IN 10,200 IN-LB 66.8 LB 4,009 IN-LB 5 170 LB 84.0 IN 14,280 IN-LB 93.5 LB 7,857 IN-LB 550 LB 33,840 IN-LB 222 LB 14,676 IN-LB Pcol-static =425 LB 1 Page 5 Overturning Analysis Fully loaded: Movt =14,291 IN-LB MDL =100 LB x 24 IN / 2 =1,200 IN-LB d =24.0 IN MPL =150 LB x 24 IN / 2 =1,800 IN-LB Vcol =Vtotal/2 =121 LB Puplift =[Movt - (0.9-0.2SDS) x MDL - (0.9-0.2SDS) x MPL] / d =[14291 - (0.9-0.2*1.61)*1200 - (0.9-0.2*1.61)*1800] IN-LB / 24 IN =523 LB <=== UPLIFT Top shelf loaded only: Movt =14,676 IN-LB MDL =1,200 IN-LB d =24.0 IN MPL =150 LB x 24 IN / 2 =1,800 IN-LB Vcol =Vtop/2 =111 LB Puplift =[Movt - (0.6-0.14SDS) x MDL - (0.6-0.14SDS) x MPLapp] / d =[14676 - (0.9-0.2*1.61)*1200 - (0.9-0.2*1.61)*1800] IN-LB / 24 IN =539 LB <=== UPLIFT 1 Page 6 Company:Date:11/6/2023 Engineer:Page:1/5 Project: Address: Phone: E-mail: Anchor Designer™ Software Version 3.1.2303.1 1.Project information Customer company: Customer contact name: Customer e-mail: Comment: Project description: Location: Fastening description: 2. Input Data & Anchor Parameters GeneralDesign method:ACI 318-19 Units: Imperial units Anchor Information: Anchor type: Concrete screw Material: Carbon Steel Diameter (inch): 0.500 Nominal Embedment depth (inch): 4.000Effective Embedment depth, hef (inch): 2.990 Code report: ICC-ES ESR-2713 Anchor category: 1 Anchor ductility: No hmin (inch): 6.25 cac (inch): 4.50 Cmin (inch): 1.75 Smin (inch): 3.00 Base MaterialConcrete: Normal-weight Concrete thickness, h (inch): 12.00 State: Uncracked Compressive strength, f’c (psi): 2500 Ψc,V: 1.4 Reinforcement condition: Supplementary reinforcement not present Supplemental edge reinforcement: No Reinforcement provided at corners: NoIgnore concrete breakout in tension: No Ignore concrete breakout in shear: No Ignore 6do requirement: Not applicable Build-up grout pad: No Base Plate Length x Width x Thickness (inch): 6.00 x 5.50 x 0.25 Yield stress: 36000 psi Profile type/size: HSS2X2X1/8 Recommended Anchor Anchor Name: Titen HD® - 1/2"Ø Titen HD, hnom:4" (102mm) Code Report: ICC-ES ESR-2713 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc.5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com Page 7 Company:Date:11/6/2023 Engineer:Page:2/5 Project: Address: Phone: E-mail: Anchor Designer™ Software Version 3.1.2303.1 Load and Geometry Load factor source: ACI 318 Section 5.3 Load combination: not set Seismic design: No Anchors subjected to sustained tension: Not applicable Apply entire shear load at front row: No Anchors only resisting wind and/or seismic loads: No Strength level loads: Nua [lb]: 539 Vuax [lb]: 0 Vuay [lb]: 111 Mux [ft-lb]: 1223 Muy [ft-lb]: 0 Muz [ft-lb]: 0 <Figure 1> Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc.5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com Page 8 Company:Date:11/6/2023 Engineer:Page:3/5 Project: Address: Phone: E-mail: Anchor Designer™ Software Version 3.1.2303.1 <Figure 2> Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc.5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com Page 9 Company:Date:11/6/2023 Engineer:Page:4/5 Project: Address: Phone: E-mail: Anchor Designer™ Software Version 3.1.2303.1 3. Resulting Anchor Forces Anchor Tension load, Nua (lb) Shear load x, Vuax (lb) Shear load y, Vuay (lb) Shear load combined, √(Vuax)²+(Vuay)² (lb) 1 0.0 0.0 27.8 27.8 2 2018.6 0.0 27.8 27.8 3 0.0 0.0 27.8 27.8 4 2018.6 0.0 27.8 27.8 Sum 4037.3 0.0 111.0 111.0 Maximum concrete compression strain (‰): 0.16 Maximum concrete compression stress (psi): 675 Resultant tension force (lb): 4037 Resultant compression force (lb): 3498 Eccentricity of resultant tension forces in x-axis, e'Nx (inch): 0.00Eccentricity of resultant tension forces in y-axis, e'Ny (inch): 0.00 Eccentricity of resultant shear forces in x-axis, e'Vx (inch): 0.00 Eccentricity of resultant shear forces in y-axis, e'Vy (inch): 0.00 <Figure 3> 4. Steel Strength of Anchor in Tension (Sec. 17.6.1) Nsa (lb)f fNsa (lb) 20130 0.65 13085 5. Concrete Breakout Strength of Anchor in Tension (Sec. 17.6.2) Nb = kclaÖf’chef1.5 (Eq. 17.6.2.2.1) kc la f’c (psi)hef (in)Nb (lb) 24.0 1.00 2500 2.990 6204 fNcbg =f (ANc / ANco)Yec,NYed,NYc,NYcp,NNb (Sec. 17.5.1.2 & Eq. 17.6.2.1a) ANc (in2)ANco (in2)ca,min (in)Yec,N Yed,N Yc,N Ycp,N Nb (lb)f fNcbg (lb) 107.37 80.46 -1.000 1.000 1.00 1.000 6204 0.65 5381 8. Steel Strength of Anchor in Shear (Sec. 17.7.1) Vsa (lb)fgrout f fgroutfVsa (lb) 7455 1.0 0.60 4473 10. Concrete Pryout Strength of Anchor in Shear (Sec. 17.7.3) fVcpg = fkcpNcbg = fkcp(ANc / ANco)Yec,NYed,NYc,NYcp,NNb (Sec. 17.5.1.2 & Eq. 17.7.3.1b) kcp ANc (in2)ANco (in2)Yec,N Yed,N Yc,N Ycp,N Nb (lb)f fVcpg (lb) 2.0 143.28 80.46 1.000 1.000 1.000 1.000 6204 0.70 15467 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc.5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com Page 10 Company:Date:11/6/2023 Engineer:Page:5/5 Project: Address: Phone: E-mail: Anchor Designer™ Software Version 3.1.2303.1 11. Results Interaction of Tensile and Shear Forces (Sec. 17.8) Tension Factored Load, Nua (lb)Design Strength, øNn (lb)Ratio Status Steel 2019 13085 0.15 Pass Concrete breakout 4037 5381 0.75 Pass (Governs) Shear Factored Load, Vua (lb)Design Strength, øVn (lb)Ratio Status Steel 28 4473 0.01 Pass Pryout 111 15467 0.01 Pass (Governs) Interaction check Nua/fNn Vua/fVn Combined Ratio Permissible Status Sec. 17.8.1 0.75 0.00 75.0%1.0 Pass 1/2"Ø Titen HD, hnom:4" (102mm) meets the selected design criteria. 12. Warnings - Designer must exercise own judgement to determine if this design is suitable. - Refer to manufacturer’s product literature for hole cleaning and installation instructions. Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc.5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com Page 11 Page 12 5 4 F E A3 A2 A4 HS S 4 x 4 x 1 / 4 HS S 4 x 4 x 1 / 4 Column loading: Lateral:5psf x 15'=75plf Gravity: 300lbs Steel Column LIC# : KW-06017322, Build:20.23.08.30 VCA CONSULTANTS, INC (c) ENERCALC INC 1983-2023 DESCRIPTION:--None-- VCA Structural 1845 W. Orangewood Ave. #200 Orange County CA 92868 Project File: 11.ec6 Project Title:Engineer:Project ID:Project Descr: .Code References Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 Load Combinations Used : ASCE 7-16 General Information Steel Stress Grade Top & Bottom PinnedAnalysis Method : 15Overall Column Height Top & Bottom FixityAllowable Strength Fy : Steel Yield ksi29,000.0 ksi Steel Section Name :HSS4x4x1/4 36.0 ft E : Elastic Bending Modulus Unbraced Length for buckling ABOUT X-X Axis = 15 ft, K = 1.0 Unbraced Length for buckling ABOUT Y-Y Axis = 15 ft, K = 1.0 Brace condition : .Applied Loads Service loads entered. Load Factors will be applied for calculations. Column self weight included : 183.150 lbs * Dead Load Factor AXIAL LOADS . . . Axial Load at 15.0 ft, E = 0.30 k BENDING LOADS . . . Lat. Uniform Load creating Mx-x, E = 0.0750 k/ft .DESIGN SUMMARY PASS Max. Axial+Bending Stress Ratio =0.1809 Location of max.above base 7.450 ft 0.3932 k 34.721 k 1.477 k-ft Load Combination +D+0.70E Load Combination +D+0.70E 8.425 k-ft Bending & Shear Check Results PASS Maximum Shear Stress Ratio = 0.3938 k 0.01979 : 1 Location of max.above base 0.0 ftAt maximum location values are . . . : 1 At maximum location values are . . . k 8.425 k-ft 0.0 k-ft Pa : Axial Pn / Omega : Allowable Ma-x : Applied Mn-x / Omega : Allowable Ma-y : Applied Mn-y / Omega : Allowable Va : AppliedVn / Omega : Allowable Maximum Load Reactions . . Top along X-X 0.0 k Bottom along X-X 0.0 k Top along Y-Y 0.5625 k Bottom along Y-Y 0.5625 k Maximum Load Deflections . . . Along Y-Y 0.3817 in at 7.550ft above base for load combination :E Only Along X-X 0.0 in at 0.0ft above base for load combination : 19.896 . Maximum Axial + Bending Stress Ratios Maximum Shear Ratios Load Combination Stress Ratio Location Stress Ratio Status LocationStatus Load Combination Results Cbx Cby KxLx/Ry KyLy/Rx D Only PASS PASS0.00 0.000 0.00 ftft0.005 1.14 1.00 118.42 118.42 +0.60D PASS PASS0.00 0.000 0.00 ftft0.003 1.14 1.00 118.42 118.42 +D+0.70E PASS PASS7.45 0.020 0.00 ftft0.181 1.14 1.00 118.42 118.42 +D+0.5250E PASS PASS7.55 0.015 0.00 ftft0.136 1.14 1.00 118.42 118.42 +0.60D+0.70E PASS PASS7.45 0.020 0.00 ftft0.180 1.14 1.00 118.42 118.42 . k k-ft Note: Only non-zero reactions are listed. Load Combination X-X Axis Reaction Y-Y Axis ReactionAxial Reaction @ Base @ Top@ Base @ Base @ Top Maximum Reactions @ Base @ Base@ Top @ Top Mx - End Moments My - End Moments D Only 0.183 +0.60D 0.110 +D+0.70E 0.3940.393 0.394 +D+0.5250E 0.2950.341 0.295 +0.60D+0.70E 0.3940.320 0.394 E Only 0.5620.300 0.563 Page 13 Steel Column LIC# : KW-06017322, Build:20.23.08.30 VCA CONSULTANTS, INC (c) ENERCALC INC 1983-2023 DESCRIPTION:--None-- VCA Structural 1845 W. Orangewood Ave. #200 Orange County CA 92868 Project File: 11.ec6 Project Title:Engineer:Project ID:Project Descr: k k-ft Item X-X Axis Reaction Y-Y Axis ReactionAxial Reaction @ Base @ Top@ Base @ Base @ Top Extreme Reactions Extreme Value @ Base @ Base@ Top @ Top Mx - End Moments My - End Moments MaximumAxial @ Base 0.3940.393 0.394 Minimum"0.110 MaximumReaction, X-X Axis Base 0.183 Minimum"0.183 MaximumReaction, Y-Y Axis Base 0.5620.300 0.563 Minimum"0.183 MaximumReaction, X-X Axis Top 0.183 Minimum"0.183 MaximumReaction, Y-Y Axis Top 0.183 Minimum"0.183 MaximumMoment, X-X Axis Base 0.183 Minimum"0.183 MaximumMoment, Y-Y Axis Base 0.183 Minimum"0.183 MaximumMoment, X-X Axis Top 0.183 Minimum"0.183 MaximumMoment, Y-Y Axis Top 0.183 Minimum"0.183 .Maximum Deflections for Load Combinations Max. Deflection in X dir Max. Deflection in Y dir DistanceLoad Combination Distance D Only 0.0000 0.000 0.000 ftftinin0.000 +0.60D 0.0000 0.000 0.000 ftftinin0.000 +D+0.70E 0.0000 0.267 7.550 ftftinin0.000 +D+0.5250E 0.0000 0.200 7.550 ftftinin0.000 +0.60D+0.70E 0.0000 0.267 7.550 ftftinin0.000 E Only 0.0000 0.382 7.550 ftftinin0.000 .Steel Section Properties :HSS4x4x1/4 R xx = 1.520 in Depth =4.000 in R yy = 1.520 in J =12.800 in^4 Width =4.000 in Wall Thick = 0.250 in Zx =4.690 in^3 Area = 3.370 in^2 Weight =12.210 plf I xx =7.80 in^4 S xx =3.90 in^3Design Thick =0.233 in I yy =7.800 in^4 C =6.560 in^3 S yy =3.900 in^3 Ycg =0.000 in Page 14 Steel Column LIC# : KW-06017322, Build:20.23.08.30 VCA CONSULTANTS, INC (c) ENERCALC INC 1983-2023 DESCRIPTION:--None-- VCA Structural 1845 W. Orangewood Ave. #200 Orange County CA 92868 Project File: 11.ec6 Project Title:Engineer:Project ID:Project Descr: Sketches Page 15