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Home My WebLink About20190517_GLIDEWELL RESIDENCE_2300 MESA DRIVE2162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:PROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONSGLIDEWELL RESIDENCE REMODELA0.00COVER SHEET2300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/2019GLIDEWELL RESIDENCE REMODEL2300 MESA DRIVE, NEWPORT BEACH, CA, 92660SOLARIUM, POOLHOUSE & BASEMENT ADDITIONOWNER:MR. JAMES GLIDEWELL2300 MESA DRIVE,NEWPORT BEACH, CA, 92660TEL: (949) 225-1217ARCHITECT:GLIDEWELL DESIGN & BUILD GROUP2162 MICHELSON DRIVE, IRVINE, CA, 92612CONTACT: YULIS AYTON, AIA.EMAIL: YULIS.AYTON@GLIDEWELLDENTAL.COMTEL: (949) 222-3548STRUCTURAL ENGINEER:GOUVIS ENGINEERING CONSULTING GROUP15 STUDEBAKER, IRVINE, CA, 92618CONTACT: MIKE HOUSHMANDEMAIL: MHOUSHMAND@GOUVISGROUP.COM TEL: (949)590-9008MEP ENGINEER:GOUVIS ENGINEERING CONSULTING GROUP15 STUDEBAKER, IRVINE, CA, 92618CONTACT: KATE KOHEMAIL: KOH@GOUVISGROUP.COMTEL: (949)590-9008CIVIL ENGINEER:CIVIL TRANS, INC.732 N. DIAMOND BAR BLVD, SUITE 128DIAMOND BAR, CA, 91765CONTACT: JAY ASLAM, P.E., ASCE.EMAIL: CTRANS@VERIZON.NETTEL: (909)396-1131FAX: (909)396-0328SOIL ENGINEER:GLOBAL GEO-ENGINEERING, INC.3 CORPORATE PARK, SUITE 270IRVINE, CA 92606CONTACT: MOHAN B. UPASANIEMAIL: MOHAN@GLOBALGEO.NETTEL: (949)697-8595FAX: (949)221-0091GLASS ROOF DESIGN/BUILDER:INTER-SKY, INC.20431 JAMES BAY CIRCLELAKE FOREST, CA, 92630CONTACT: YVETTE LALONDEEMAIL: YVETTE@INTER-SKY.COMTEL: (714)972-9112LIGHTING DESIGNER (BASEMENT):THEIA LIGHTING DESIGNLONG BEACH, CA, 92630CONTACT: KATHRYN TOTHEMAIL: KTOTH@THEIALIGHTING.COMTEL: (562)269-37701111 UPDNUPUPDNDNSN-1 GENERAL NOTES ADN REQUIREMENTSSN-1B SN-2 STRUCTURAL DETAILS & NOTESSN-3 STRUCTURAL DETAILS AND NOTES S-1.1 FOUNDATION PLANS-1.2 BASEMENT FRAMING PLANS-1.3 ROOF FRAMING PLAN AND PARTIAL POOL FOUNDATION PLANS-1.4 ROOF FRAMING PLANSD-1 TOP OF SLAB FOUNDATION DETAILSSD-1A STRUCTURAL CONVENTIONAL FOUNDATION DETAILSSD-1B STRUCTURAL MAT FOUNDATION DETAILS AND NOTESSD-2 STRUCTURAL DETAILS AND NOTESSD-3 STRUCTURAL DETAILS SD-4 STRUCTURAL DETAILSSD-5 STRUCTURAL CONCRETE DETAILSSD-6 STRUCTURAL CONCRETE DETAILSSD-7 STRUCTURAL CONCRETE DETAILSS-RW RETAINING WALL , SHORING DETAILS AND NOTESE-0.1 GENERAL NOTES AND SHEET INDEXE-0.2 ABBREVIATIONS & SYMBOL LISTE-0.3 ELECTRICAL DETAILSE-0.4 DEMO/EXISTING SINGLE LINE DIAGRAME-0.5 ELECTRICAL LOAD CALCULATIONS AND SINGLE DIAGRAME-0.6 ELECTRICAL PANEL SCHEDULESE-1.1 ELECTRICAL SITE PLANE-2.1 DEMO PLAN FIRST FLOORE-2.2 DEMO PLAN SECOND FLOORE-3.0 POWER PLAN BASEMENTE-3.1 POWER PLAN FIRST FLOORE-3.2 POWER PLAN SECOND FLOORE-4.0 WALL LIGHTING PLAN BASEMENTE-4.1 CEILING LIGHTING PLAN BASEMENTE-4.2 LIGHTING PLAN FIRST FLOORE-4.3 LIGHTING PLAN SECONG FLOORT24-MM TITLE 24 FORMS MANDATORY MEASURES T24-1 TITLE 24 ENERGY COMPLIANCE FORMSP-0.1 GENERAL NOTES & SHEET INDEXP-0.2 CALCULATIONS P-1.1 SITE PLAN P-3.1 BASEMENT FLOOR PLAN COLD / HOT WATER AND NATURAL GASP-3.2 1ST FLOOR PLAN COLD / HOT WATER AND NATURAL GASP-3.3 2ND FLOOR/ ROOF PLAN COLD / HOT WATER AND NATURAL GASP-3.4 BASEMENT FLOOR PLAN WASTER / VENT PIPING AND FC CONDENSATEP-3.5 1ST FLOOR PLAN WASTE / VENT PIPING AND FC CONDENSATEP-3.6 2ND FLOOR / ROOF PLAN WASTE / VENT PIPING AND FC CONDENSATEP-D.1 DETAILSM-0.1 GENERAL NOTES AND LEGENDSM-0.2 EQUIPMENT SCHEDULEM-3.1 HVAC BASEMENT FLOOR PLANM-3.2 HVAC 1ST FLOOR PLANM-3.3 HVAC 2ND FLOOR/ROOF PLANMD-1 MECHANICAL DETAILSC-1 TITLE SHEET NOTESC-2 GRADING PLANC-3 SECTIONS-DETAILSLT0.00LIGHTING GENERAL NOTESLT0.01BASEMENT LIGHTING SCHEDULELT0.02LIGHTING ZONE/PROGRAMINGLT1.20BASEMENT FLOOR/WALL LIGHTING PLANLT1.30BASEMENT REFLECTED CEILING LIGHTING PLANLT1.40LIGHTING SCHEDULE LEVEL 1 AND LEVEL 2100COVER SHEET ANF GENERAL NOTES200PLAN VIEW 201EAST ELEVATION VIEW202FRONT ELEVATION203WEST ELEVATION204SECTION VIEW205SECTION @ TRUSS 5206SECTION @ TRUSS 4207SECTION @ TRUSS 3208SECTION @ TRUSS 2209SECTION @ TRUSS 1210SECTION @ BALCONY211BALCONY SECTION VIEW212ELEVATION VIEW213HIP ELEVATION VIEW300STEEL PLAN VIEW301STEEL SECTION VIEW302SECTION @ TRUSS 5303SECTION @ TRUSS 2 & 4304SECTION @ TRUSS 3305SECTION @ TRUSS 1306STEEL FRONT ELEVATION307BALCONY SECTION VIEW308BASE PLATE DETAILS309BASE PLATE DETAILS310STEEL CONNECTION DETAILS311STEEL CONNECTION DETAILS312STEEL CONNECTION DETAILS313STEEL CONNECTION DETAILS314STEEL CONNECTION DETAILS500-508SKYLIGHT DETAILSBLUE HATCH INDICATESPROPOSED ENCLOSED AREA GRAY HATCH INDICATESEXISTING ENCLOSED AREA1. AN APPROVED ENCROAHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHIN THE PUBLIC RIGHT-OF-WAY.2. IF ANY OF THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS DAMAGED, NEW CONCRETE SIDEWALK, CURB AND GUTTER, ALLEY/STREET PAVEMENT, AND OTHER PUBLIC IMPROVEMENTS WILL BE REQUIRED BY THE CITY AT THE TIME OF PRIVATE CONSTRUCTION COMPLETION. 100% OF THE COST SHALL BE BORNE BY THE PROPERTY OWNER (MUNICIPAL CODES 14.24.020 AND 14.08.030). SAID DETERMINATION AND THE EXTENT OF THE REPAIR WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR. 3. AN ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON-STANDARD IMPROVENTS WITHIN THE PUBLIC RIGHT OF WAY. ALL NON-STANDARD IMPROVEMENTS SHALL COMPLY WITH CITY COUNCIL POLICY L-6.2162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:PROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONSAs indicatedGLIDEWELL RESIDENCE REMODELA0.01PROJECTINFORMATION2300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/2019A0.00 COVER SHEETA0.01 PROJECT INFORMATIONA0.02 SURVEYA0.03 SOILS REPORTLOCATION MAPVICINITY MAPPROJECT DATA PROJECT ADDRESS: 2300 MESA DRIVE, NEWPORT BEACH, CA, 92660PLANNING ZONE: SP-7 (REQ)CONSTRUCTION TYPE: VB - SPRINKLERED PER NFPA 13DOCCUPANCY TYPE: R-3USE: SINGLE FAMILY RESIDENCEAPN NUMBER: 439 051 01LEGAL DESCRIPTION:LOT SIZE: 157,530 SQ FT (3.62 ACRES)BUILDABLE AREA: 155,061 SQ FTALLOWABLE MAX FLOORAREA N/ABUILDING HEIGHT: 24'-0" ABOVE NATURAL GRADE (AT FLAT ROOF)29'-0" ABOVE NATURAL GRADE (AT ROOF RIDGE)NUMBER OF STORY: TWO WITH BASEMENTBUILDING AREA ANALYSIS:PROJECT SITEPROJECT DESCRIPTIONTHE PROJECT CONSISTS OF DEMOLISHING THE EXISTING ICE CREAM PARLOR WING OF ABOUT 990 SQ FT., AND AN ADDITION OF A NEW BASEMENT OF APPROXIMATELY 4,374 SQ FT, A NEW SOLARIUM OF 3,021 SQ FT, NEW LOGGIA: 1,511 SQ FT, NEW POOL HOUSE 387 SQ FT, KITCHEN ADDITION: 373 SQ FT, TRASH ENCLOSURE: 64 SQ FT. THE BASEMENT INTENDED USES ARE: KIDS LIBRARY, KIDS PLAY AREA, FAMILY LOUNGE BAR, WINE TASTING,ENTERTAINMENT THEATER, POWDER ROOM & SMALL EQUIPMENT AREA.THE SOLARIUM INTENDED USES ARE: FAMILY LOUNGE, READING, TEA SERVICE, AND MEDITATION AREA.APPLICABLE CODES2016 CALIFORNIA BUILDING CODE2016 CALIFORNIA ELECTRICAL CODE2016 CALIFORNIA MECHANICAL CODE2016 CALIFORNIA PLUMBING CODE2016 CALIFORNIA ENERGY CODE 2016 CALIFORNIA GREEN BUILDING STANDARDS CODECITY OF NEWPORT BEACH AMMENDMENTSSHEET INDEXCIVIL ENGINEERINGARCHITECTURALSTRUCTURALELECTRICALPLUMBINGMECHANICALLIGHTINGTITLE 24 CALCULATIONSGLASS ROOF BY INTERSKYARCHITECTURALA0.10 GENERAL NOTESA0.11 GENERAL NOTESA0.12 GENERAL NOTESA0.20 SPECIFICATIONSA0.21 FINISH SCHEDULEA0.30 WALL TYPE SCHEDULEA0.31 DOORS, WINDOWS AND KITCHEN EQUIPMENTSCHEDULEA0.40 SITE PLANA0.50 ENLARGED SITE PLANA1.11 DEMO/EXISTING PLAN OVERALL LEVEL 1A1.12 DEMO/EXISTING PLAN LEVEL 2A1.20 CONSTRUCTION PLAN BASEMENTA1.21 CONSTRUCTION PLAN LEVEL 1A1.22 CONSTRUCTION PLAN LEVEL 2A1.23 ROOF PLANA2.10 NORTH & EAST ELEVATIONA2.11 WEST ELEVATION & SOUTH ELEVATIONA3.11 SECTIONA3.12 SECTIONA3.13 SECTIONA3.14 SECTIONA3.15 SECTIONA3.16 SECTIONA4.212 ENL PLAN KITCHENA4.213 ENL PLAN POOL LOGGIAA4.214 ENL RCP LOGGIA AND SOLARIUMA4.601 ENL PLAN BASEMENT BAR POWER/DATAA6.00 ENL PLANS - STAIRS A & BA6.01 STAIR A SECTIONS & ELEVATIONSA6.02 STAIR B SECTIONS & ELEVATIONSA6.03 STAIR C - PLANS & SECTIONSA6.04 STAIRS DETAILSA6.05 STAIRS DETAILSA6.06 ELEVATOR SECTIONS & ELEVATIONSA6.07 BASEMENT EGRESS WINDOW PLANS & SECTIONSA7.00 FLOOR DETAILSA7.01 FLOOR DETAILSA7.02 ROOF DETAILSA7.03 ROOF DETAILSA7.04 CEILING DETAILSA7.05 CEILING DETAILSA7.06 THRESHOLD DETAILSBASEMENTLEVEL 1LEVEL 2DEFERRED SUBMITTALS- FIRE SPRINKLERS -POOL NOTE: DEFERRED SUBMITTALS TO BE REVIEWED BY PROJECT ARCHITECT OR ENGINEER OF RECORD AND CERTIFIED PRIOR TO SUBMITTAL FOR PLAN CHECK OR APPROVAL BY THE CITY.GENERAL NOTE:1111111 2162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:PROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONSGLIDEWELL RESIDENCE REMODELA0.03SOILS REPORT2300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/2019 2162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:PROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONSGLIDEWELL RESIDENCE REMODELA0.10GENERALNOTES2300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/201911 2162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:PROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONSGLIDEWELL RESIDENCE REMODELA0.11GENERALNOTES2300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/201911 2162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:PROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONSGLIDEWELL RESIDENCE REMODELA0.12GENERALNOTES2300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/20191. ALL WORK PERFORMED BY THE CONTRACTOR SHALL CONFORM TO THE REQUIREMENTS OF MUNICIPAL, LOCAL OR FEDERAL AND STATE LAWS AS WELL AS ANY OTHER GOVERNING REQUIREMENTS, WHETHER OR NOT SPECIFIED ON THE DRAWINGS.2. WHERE THE CONTRACT NOTES OR DRAWINGS CALL FOR ANY WORK OF A MORE STRINGENT NATURE THAN THAT REQUIRED BY THE BUILDING CODE OR ANY OTHER DEPARTMENT HAVING JURISDICTION OVER THE WORK, THE WORK OF THE MOST STRINGENT NATURE CALLED FOR BY THE CONTRACT, CONSTRUCTION NOTES, OR DRAWINGS SHALL BE FURNISHED IN ALL CASES. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LEGALLY REQUIRED APPROVALS AND PERMITS NECESSARY FOR THE EXECUTION AND COMPLETION OF HIS WORK. FORWARD COPIES OF EXECUTED PERMITS TO OWNER.4. ALL ARCHITECT DRAWINGS AND ALL CONSTRUCTION NOTES ARE COMPLEMENTARY, WHAT IS CALLED FOR BY EITHER WILL BE BINDING AS IF CALLED FOR BY ALL. ANY WORK SHOWN OR REFERRED TO ON ANY ONE SET OF DRAWINGS SHALL BE PROVIDED AS THOUGH SHOWN ON ALL RELATED DRAWINGS.5. THE CONTRACTOR IS WHOLLY RESPONSIBLE FOR THE COORDINATION AND SCHEDULING OF THE WORK FOR ALL SUBCONTRACTORS, CRAFTSMEN, AND TRADESMEN REQUIRED TO COMPLETE THE JOB. 6. THE CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY IF HE CANNOT COMPLY WITH ALL REQUIREMENTS CALLED FOR ON THESE DRAWINGS.7. THE CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR OMISSIONS BETWEEN THE DRAWINGS, THESE NOTESS, AND FIELD CONDITIONS, AND REQUEST CLARIFICATION BEFORE COMMENCING ANY WORK. 8. EACH CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE RELATING TO THE WORK OF EACH TRADE. NO ALLOWANCE SHALL BE MADE FOR ANY EXTRA EXPENSE OR EXTENSION OF TIME DUE TO CONTRACTOR'S FAILURE OR NEGLIGENCE IN COMPLETELY EXAMINING THE JOBSITE. 9. ALL CONTRACTORS SHALL CONTACT PROJECT MANAGER TO DETERMINE THE BUILDING OWNER'S RULES FOR CONSTRUCTION, DELIVERIES, CONSTRUCTION TASKS TO BE PERFORMED OUTSIDE REGULAR BUSINESS HOURS ONLY, AND ANY OTHER SEPCIAL BUILDING REQUIREMENTS WHICH WILL AFFECT THE WORK. IF OVERTIME WORK IS REQUIRED BY ANY TRADE, APPROVAL (INCLUDING COST APPROVAL) MUST BE OBTAINED PRIOR TO THE EXECUTION OF ANY WORK. THE GENERAL INTENT IS THAT ALL WORK EXCEPT FOR NOISE-GENERATING CONSTRUCTION SHALL BE PERFORMED ON REGULAR TIME. 10. THE GENERAL CONTRACTOR, SUBCONTRACTORS, AND ANY OTHER CONTRACTOR INVOLVED IN THIS PROJECT SHALL TAKE NOTE THAT ANY COSTS DUE TO DEFECTIVE AND / OR ILL-TIMED WORK AS A RESULT OF, BUT LIMITED TO, INFERIOR WORKMANSHIP OR MATERIALS AND/ OR IMPROPER SCHEDULING OR DELINQUENT ORDERING, SHALL BE BORNE BY THE PARTY RESPONSIBLE. 11. THE GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS FROM HIS OWN AND HIS SUBCONTRACTORS' WORK, CARPET AND TELECOMS INSTALLATION, ETC., AND PROVIDE FOR ITS REMOVAL FROM THE JOBSITE. DAILY. 12. THE CONTRACTOR SHALL EXERCISE STRICT DUST CONTAINMENT CONTROL TO PREVENT DIRT OR DUST FROM LEAVING THE JOBSITE. 13. THE CONTRACTOR SHALL PROVIDE PROTECTION DURING SITE WORK, DEMOLITION, AND CONSTRUCTION IN ACCORDANCE WITH 2007 CBC. THE CONTRACTOR SHALL PROTECT ALL AREAS FROM DAMAGE WHICH MAY OCCUR DURING CONSTRUCTION. ANY DAMAGE TO NEW AND EXISTING CONSTRUCTION, STRUCTURE, OR EQUIPMENT SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER, AT THE EXPENSE OF THE CONTRACTOR. 14. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY PROTECTION FOR HIS WORK UNTIL COMPLETION OF CONTRACTED WORK. 15. THESE DRAWINGS, NOTES, AND SCHEDULES CONVEY THE DESIGN INTEN. THE HIGHEST POSSIBLE QUALITY OOF WORKMANSHIP, MATERIAL, AND EQUIPMENT SHALL BE USED.16. THE CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF CONSTRUCTION DRAWINGS ON SITE DURING ALL CONSTRUCTION PHASES FOR THE USE OF ALL TRADES. THE CONTRACTOR SHALL SEE THAT ALL SUBCONTRACTORS RECEIVE COMPLETE SETS OF CONSTRUCTION DRWAINGS, OR ASSUME FULL RESPONSIBILITY FOR COORDINATION OF WORK WHEN COMPLETE SETS ARE NOT AVAILABLE TO SUBCONTRACTORS. 17. INSURANCE AND BONDING FOR THE PROJECT SHALL BE AS DIRECTED BY AND TO THE SATISFACTION OF THE OWNER. 18. THE CONTRACTOR SHALL VERIFY SIZE, LOCATION, ELECTRICAL REQUIREMENTS, AND CHARACTERISTICS OF ALL WORK AND/OR EQUIPMENT SUPPLIED BY THE OWNER OR OTHERS PRIOR TO THE START OF RELATED WORK WITH THE MANUFACTURER OR SUPPLIER. 19. CONTRACT CLOSE-OUT SHALL OCCUR ONLY AFTER ARCHITECT HAS PREPARED THE CERTIFICATE OF SUBSTANTIAL COMPLETION AND PUNCH LIST, AND PUNCH LIST ITEMS HAVE BEEN CORRECTED. THE CONTRACTOR SHALL SUBMIT MAINTENANCE AND WARRANTY MANUALS, RELEASE OF LIENS, AND RECORD DRAWINGS TO ARCHITECT WITH HIS FINAL APPLICATION FOR PAYMENT. ARCHITECT SHALL PREPARE ANY NECESSARY CHANGE ORDERS REQUIRED TO FINALIZE THE COST OF THE PROJECT BASED ON THE CONTRACTOR'S FINAL SUBMITTALS.20. MANUFACTURER'S NAME, TRADEMARK, LOGOS, ETC., SHALL NOT BE VISIBLE TO THE PUBLIC. 21. THE OWNER WITHOUT INVALIDATING THE CONTRACT, MAY ORDER EXTRA WORK OR MAKE CHANGES BY ALTERING, ADDING TO, OR DEDUCTING FROM THE WORK. THE CONTRACT SUM AND CLAIMS FOR EXTENSION OF TIME SHALL BE ADJUSTED ACCORDINGLY. SUCH WORK SHALL BE OTHERWISE EXECUTED UNDER THE CONDITIONS OF THE ORIGINAL CONTRACT. 22. ALL "EXISITING TO REMAIN", EXISTING TO BE RELOCATED", AND/OR NEW ITEMS INSTALLED BY THE CONTRACTOR, IN ADDITION TO BEING AMPLY PROTECTED THROUGHOUT THE PERIOD OF CONSTRUCTION, SHALL BE THOROGHLY CLEANED TO THE SATISFACTION OF ARCHITECT AND THE OWNER PRIOR TO BEING TURNED OVER TO THE OWNER.23. THE CONTRACTOR AGREES TO PAY ALL TRANSPORTATION CHARGES ON ALL MATERIAL AND EQUIPMENT TO THE POINT OF USE AND SHALL BE RESPONSIBLE FOR ALL UNLOADING, CHECKING, AND STORING OF SAME IN CONNECTION WITH THIS CONTRACT.24. IF THE CONTRACTOR CLAIMS THAT ANY REVISION TO THE DRAWINGS INVOLVES EXTRA COST UNDER THIS CONTRACT, HE SHALL GIVE WRITTEN NOTICE TO ARCHITECT WITHIN 7 WORKING DAYS AFTER RECEIPT OF SUCH INSTRUCTIONS AND IN ANY EVENT, BEFORE PROCEEDING TO EXECUTE THE WORK. THE PROCEDURE SHALL THEN BE AS PROVIDED FOR IN THE AGREEMENT UNDER "CHANGES IN THE WORK." NO SUCH CLAIMS SHALL BE VALID UNLESS SO MADE. UNLESS OTHERWISE AGREED, NO PAYMENT ON SUCH BILLS WILL BE MADE UNTIL FINAL SETTLEMENT. 25. ALL CLAIMS FOR ADDITIONAL WORK WILL BE SUBMITTED IN WRITNG FOR REVIEW BY ARCHITECT AND SHALL INCLUDE A COMPLETE DESCRIPTION OF THE WORK, MATERIALS USED, ROOM NUMBER OF THE AREA OF WORK, AND AUTHORIZATION UNDER WHICH THE WORK IS BEING PERFORMED. TOTAL COST OF THE WORK, INCLUDING THE CONTRACTOR'S MARK-UP, SHALL BE INCLUDED IN THE SUBMITTAL. 26. THE CONTRACTOR SHALL SUBMIT A DETAILED CONSTRUCTION SCHEDULE TO THE OWNER INDICATING PHASING OF WORK FROM START TO FINISH OF THE PROJECT. 27. ALL WORK LISTED, SHOWN, OR IMPLIED ON ANY CONSTRUCTION DOCUMENT SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR U.N.O.28. ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE ACCEPTANCE OF THE PROJECT BY THE OWNER, UNLESS STATED OTHERWISE.29. THE CONTRACTOR SHALL FLASH PATCH FOR CARPET INSTALLATION TO PROVIDE AN EVEN SURFACE.30. IN SOUND RATED ROOMS, ALL WALL AND FLOOR PENETRATIONS FOR PIPES, DUCTS AND OUTLETS SHALL BE SEALED WITH AN ACOUSTICAL SEALANT AND CONCEALED OR RECESSED FIXTURES SHALL BE COVERED OR BACKED WITH A SOUND ATTENUATION BLANKET.31. THE CONTRACTOR SHALL PROVIDE BLOCKING, BACKING, BACKING, FRAMING HANGERS, OR OTHER SUPPORT FOR ALL FIXTURES, EQUIPMENT, CABINETRY, FURNISHINGS, AND ALL OTHER ITEMS AS REQUIRED. 32. ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS QUESTIONS REGARDING THEIR DEFINITION, ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION. 33. ALL ITEMS ARE NEW UNLESS NOTED OTHERWISE. 34. CONTRACTOR SHALL ENSURE THAT INSTALLATION METHODS CONFORM TO ALL BUILDING CODE REQUIREMENTS. THE MATERIALS SPECIFIED ARE INTENDED TO MEET CODE REQUIREMENTS. ANY DISCREPANCY BETWEEN THE CONSTRUCTION DOCUMENTS AND CODE REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OF ARCHITECT IMMEDIATELY BY THE CONTRACTOR, AND PRIOR TO PERFORMANCE OF SPECIFIED WORK.35. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. LARGE SALE DETAILS GOVERN OVER SMALLER SCALE DETAILS. 36. NO SUBSTITUTIONS OF SPECIFIED MATERIALS SHALL BE PERMITTED WITHOUT FIRST SUBMITTING SPECIFICATIONS, SAMPLES, AND COST IMPACT FOR ARCHITECT'S REVIEW.37. AT THE TIME OF BID SUBMITTAL, THE CONTRACTOR SHALL ADVISE OWNER/ ARCHITECT, IN WRITING, OF ANY SPECIFIED MATERIALS OR EQUIPMENT WHICH ARE EITHER UNAVAILABLE OR WILL CAUSE A DELAY IN THE COMPLETION OF CONSTRUCTION. 38. THE CONTRACTOR SHALL PROVIDE AND INSTALL ROUGH PLUMBING AND FINAL HOOK-UP FOR ALL SEPCIFIED FIXTURES AND APPLIANCES AND SHALL SUPPLY ALL SUCH FIXTURES AND APPLIANCES U.N.O.39. THE CONTRACTOR SHALL VERIFY REQUIRED LOCATION OF ALL NECESSARY ACCESS PANELS (IN PARTITIONS, FLOORS, OR CEILINGS) AND COORDINATE EXACT LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. 40. PRIOR TO INSTALLATION OF CARPET AND WINDOW COVERING, THE CONTRACTOR SHALL MAINTAIN THE SPACE IN BROOM CLEAN CONDITION WHETHER OR NOT SUCH INSTALLATION IS THE CONTRACTOR'S RESPONSIBILITY.GENERAL NOTES41. THE CONTRACTOR SHALL LEAVE THE BUILDING IN A LOCKABLE CONDITION DURING THE PERIOD OF THIS WORK WHEN THE CONTRACTOR'S WORKMEN ARE NOT PRESENT AT THE JOBSITE. 42. THE CONTRACTOR SHALL DEACTIVATE ALL UTILITY LINES IN CONTRACT AREA PRIOR TO START OF WORK AS NECESSARY, AFTER SECURING OWNER'S PERMISSION. 43. THE CONTRACTOR SHALL PATCH, REPAIR, REPLACE, AND/ OR REFINISH EXISTING CONSTRUCTION AS NECESSARY TO REFURBISH THE AREA OF WORK. 44. THE CONTRACTOR SHALL PROVIDE ALL WORK SHOWN ON THE DRAWINGS UNLESS SPECIFICALLY NOTED AS "NOT IN CONTRACT."45. ANY REVISIONS OR ADDITIONAL WORK REQUIRED BY THE OWNER, FIELD CONDITIONS, OR LOCAL GOVERNING AUTHORITIES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND ARCHITECT BEFORE PROCEEDING, REGARDLESS OF OCST, TIME, OR MATERIAL INCREASE. 46. BY ENTERING INTO AN AGREEMENT WITH OWNER, THE CONTRACTOR REPRESENTS THAT HE HAS VISITED THE JOB SITE, FAMILIARIZED HIMSELF WITH EXISTING CONDITIONS, AND NOTED ANY DISCREPANCIES WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. 47. ANY AND ALL PROPOSED REVISIONS SHALL BE SUBMITTED I NTHE FORM OF A WRITTEN CHANGE ORDER OT BE REVIEWED AND AUTHORIZED BY ARCHITECT AND THE OWNER PRIOR TO START OF PROPOSED WORK.48. BEFORE ACCEPTANCE BY THE OWNER, THE COMPLETED CONSTRUCTION SHALL BE CLEANED, LABELS REMOVED, AND ALL OTHER TOUCH UP COMPLETED.49. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL LIFE SAFETY EQUIPMENT AS REQUIRED BY STATE AND LOCAL BUILDING CODES. 50. FIRE SPRINKLER CONTRACTOR SHALL DESIGN AND PROVIDE CERTIFIED SPRINKLER DRAWINGS FOR ARCHITECT'S REVIEW. 51. THE CONTRACTOR SHALL HOLD HARMLESS THE OWNER, ARCHITECT, AND THEIR REPRESENTATIVES OF ANY LEGAL ACTION ARISING AS A RESULT OF THE CONTRACTOR'S WORK. 52. CONTRACTOR SHALL PROVIDE THREE (3) SETS OF SHOP DRAWINGS TO ARCHITECT FOR DESIGN APPRVAL AFTER HE HAS REVIEWED THEM FOR CONSTRUCTIBILITY, COORDINATION BETWEEN TRADES, AND CONFORMANCE WITH THE CONTRACT DOCUMENTS.53. THE CONTRACTOR SHALL SUBMIT SAMPLES OF FINISH MATERIALS TO ARCHITECT FOR REVIEW PRIOR TO INSTALLATION. THE CONTRACTOR SHALL BE WHOLLY LIABLE IF HE FAILS TO DO SO, WHETHER FINISHES ARE SPECIFIED CORRECTLY OR INCORRECTLY IN THE CONTRACT DOCUMENTS.54. THESE DOCUMENTS INCORPORAT THE AIA GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION (AIA DOCUMENT A201) DATED 2007 AND SUPPLEMENTAL CONDITIONS PREPARE BY ARCHITECT, IF ANY, BY REFERENECE. BIDDERS ARE REQUIRED TO BECOME FAMILIAR WITH THESE DOCUMENTS, WHICH CAN BE OBTAINED FROM ARCHITECT.55. TAPE, BED, AND SAND SMOOTHE TO LEVEL ALL FINISH CORNERS AND JOINTS TO RECIEVE WALL FINISHES.56. CONTRACTOR TO INFORM OWNER WHEN CHALKLINE LAYOUT OF WALLS IS COMPLETED SO THAT IT CAN BE VERIFIES AND ANY REQUIRED CHANGES MADE PRIOR TO CONSTRUCTION. 57. ALL PUMBING FIXTURES SHALL BE SUPPLIED BY OWNER AND INSTALLED BY PLUMBING CONTRACTOR. PLUMBING CONTRACTOR SHALL SUPPLY ALL NECESSARY INFORMATION ON REQUIRED CUTOUTS TO MILLWROK CONTRACTOR.58. A GEOTECHNICAL INVESTIGATION AND REPORT HAS BEEN PREPARED FOR THIS PROJECT, WHICH IS A PART OF THESE DOCUMENTS. YOU MAY OBTAIN A COPY OF THIS REPORT FROM ARCHITECT'S OFFICE.59. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHER WISE SHOWN THEY DO NOT INDICATE METHOD OF CONSTRUCTION. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES AND PROCEDURES. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE ARCHITECT AND HIS ENGINEERS SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEUDRES REQUIRED FOR SAME, WHICH ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. ANY SUPPORT SERVICES PERFORMED BY THE ARCHITECT AND HIS ENGINEERS, WHETHER OF MATERIAL OR WORK AND WHETHER PERFORMED PRIOR TO, DURING OR AFTER COMPLETION OF CONSTRUCTION ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DRAWINGS AND SPECIFICATIONS, THEREFORE, THEY DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF THE CONSTRUCTION. 60. ALL PERMITS RELATED TO THE PROPOSED PROJECT SHALL BE ISSUED AT THE SAME TIME, OR SEPARATE PLANS AND PLAN REVIEW WILL BE REQUIRED FOR ITEMS NOT ISSUED WITH THIS REVIEW. PROVIDE ADDITIONAL PERMIT WORKSHEETS FOR THE FOLLOWING:a. ACCESSORY STURCTURES, DETACHED PATIO COVERS AND TRELLISES,b. MASONRY OR CONCRETE FENCES OVER 3.5 FT HIGH,c. RETAINING WALLS OVER 4FT. HIGH FROM THE BOTTOM OF THE FOUNDATION TO THE TOP OF THE WALL.1 GENERAL NOTES AND SPECIFICATIONSSECTION 1. 1. CODE AND CONFORMANCEALL WORK SHALL CONFORM TO THE 2016 CALIFORNIA BUILDING CODE AND ALL CODES AND ORDINANCES BY NEWPORT BEACH, CALIFORNIA.2. MEASUREMENTS AND DIMENSIONSA. CONTRACTOR SHALL VERIFY ALL CONDITIONS BEFORE STARTING CONSTRUCTION. B. DO NOT SCALE DRAWINGS.C. ALL CALL-OUT DIMENSIONS TO TAKE PRECEDENCE OVER SCALE. D. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. 3. INSURANCECONTRACTOR SHALL MAINTAIN SUCH INSURANCE AS WILL PROTECT HIM FROM CLAIMS UNDER WORKER'S COMPENSATION ACTS AND OTHER EMPLOYEE BENEFITS FROM CLAIMS FOR DAMAGES OF PROPERTY WHICH MAY ARISE OUT OF AND DURING OPERATIONS UNDER THIS CONTRACT, WHETER SUCH OPERATIONS BE BY HIMSELF OR BY ANY SUB-CONTRACTOR OR ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY THEM. THE CONTRACTOR SHALL FILE WITH THE OWNER CERTIFICATE FOR PROPERTY DAMAGE INSURANCE IN THE LIMITS OF $500,000.00 FOR EACH ACCIDENT ADN $500,000.00 FOR THE AGGREGATE OF OPERATIONS. 4. PROTECTIONA. THE CONTRACTOR SHALL AT ALL TIMES, PROVIDE PROTECTION AGAINST WEATHER SO AS TO MAINTAIN ALL WORK, MATERIALS, APPARATUS, AND FIXTURES FREE OF INJURY OR DAMAGE. AN WORK DAMAGED BY FAILURE TO PROVIDE PROTECTION AS ABOVE REQUIRED SHALL BE REMOVED AND REPLACED WITH NEW WORK AT THE CONTRACTOR'S EXPENSE.B. THE CONTRACTOR SHALL AT ALL TIMES PROVIDE PROTECTION AGAINST INJURY OR DAMAGE TO ANY EXISTING STRUCTURE, FINISHED SURFACES, FURNITURE, WALLS, CEILING, FLOORS AND LIGHT FIXTURES. 5. MANUFACTURER'S DIRECTIONSALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENTS SHALL BE APPLIED, INSTALLED, CONNECTED, ERECTED, USED, CLEANED AND CONDITIONED AS DIRECTED BY MANUFACTURER'S SPECIFICATIONS, UNLESS HEREIN SPECIFIEC TO THE CONTRARY.6. WORKMANSHIPCOMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS WITH REGARD TO MATERIALS AND METHOD OF ASSEMBLY WILL NOT IN ITSELF ASSURE ACCEPTANCE OF THE CONSTRUCTION. OF EQUAL IMPORTANCE IS GOOD WORKMANSHIP THE LACK OF WHICH WILL BE SUFFICIENT CAUSE TO REFUSE ACCEPTANCE OF THE CONSTRUCTION.7. ERROR AND OMISSIONSMATERIALS AND EQUIPMENT NOT SPECIFICALLY COVERED BY THE DRAWINGS AND SPECIFICATIONS SHALL BE OF A STANDARD EQUAL TO GOOD PRACTICE COMMENSURATE WITH THE QUALITY OF DWELLING BEING CONSTRUCTED OR REMODELED. 8. CLEANUPCONTRACTORS SHALL CLEAN AND REMOVE DEBRIS AND SCRAPS FROM SITE DAILY TO INSURE AN ORDERLY NEAT APPEARANCE READY FOR NEXT TRADE AND TO PREVENT BUILDUP OF DEBRIS. FINAL CLEANING SHALL INCLUDE REMOVAL OF ALL GREASE, DUST, STAINS, LABELS, FINGERPRINTS, PAINT SPOTS FROM SITE. EXPOSED INTERIOR AND EXTERIOR FINISH SURFACES. REPAIR , PATCH, TOUCH-UP AND POLISH SURFACES TO SEPCIFIED FINISH, TO MATHC ADJACENT SURFACES, CONTRACTOR SHALL CLEAN ALL WINDOWS AT END OF PROJECT. 9. GENERAL REQUIREMENTSIT SHALL BE THE RESPONSIBIILITY OF ALL TRADES TO REVIEW THE GEOLOGICAL SOILS REPORT FOR THE GIVEN SITE, COPY MAY BE OBTAINED FROM THE OWNER AND SAID REPORT BECOMES A PART OF THE CONTRACT DOCUMENTS AS THOUGH WRITTEN HERE IN FULL. ALL CHANGES IN THE WORK FROM WHATEVER SOURCE SHALL GO THROUGH THE GENERAL CONTRACTOR FOR PROCESSING. ALL CHANGES IN THE WORK SHALL BE IN WRITTEN FORM AND SUBMITTED TO OWNER FOR APPROVAL. PAYMENT FOR CHANGES IN THE WORK WILL BE ADMINISTERED BY THE OWNER. THE OWNER SHALL HAVE THE RIGHT TO MAKE CERTAIN CHANGES IN THE WORK AND THE CONTRACT AMOUNT SHALL BE ADJUSTED ACCORDINGLY. HOWEVER, THE GENERAL CONTRACTOR SHALL NOT PROCEED WITH ANY CHANGES WITHOUT WRITTEN APPROVAL OF THE OWNER. THE OWNER IS AWARE CHANGES WILL: A. CAUSE CHANGES IN CONTRACT AMOUNTS,B. CAUSE ENGINEERS TO BE RECALLED TO JOB TO ENSURE INTEGRITY OF BUILDING,C. CAUSE DOMINO EFFECT WITH OTHER PHASES AND CONTINUITY OF PROJECT. ALL TRADES SHALL FAMILIARIZE THEMSELVES WITH ALL PHASES OF THE PROJECT AND THE WORK REQUIRED TO BE COMPLETED: GRADING, STRUCTURAL, ELECTRICAL, MECHANICAL, LANDSCAPING, PLUMBING, ETC. ALL TRADES SHALL COOPERATE WITH EACH OTHER IN THE INSTALLATION OF THE WORK AT THE PROPER TIME AND SCHEDULING SHALL BE ADMINISTERED BY THE GENERAL CONTRACTOR. SECTION 21. CONCRETE AND MASONRYTWENTY-EIGHT DAY DESIGN STRENGTH OF CONCRETE TO BE 4,500 POUNDS OR AS SPECIFIED IN STRUCTURAL DRAWINGS.(1 1/2") ONE AND ONE-HALF INCH GYP-CRETE LIGHTWEIGHT CONCRETE TO BE USED AT ALL SECOND FLOOR AND FLOORS ABOVE BASEMENT. 3. CARPENTRY AND MILLWORKA. SEE INTERIOR DESIGNER FOR NOTES, MATERIALS AND DETAILS.B. CONTRACTOR TO INSTALL CABINET PULLS. SEE PLAN FOR DETAIL. PULLS TO BE SUPPLIED BY WOWNER. C. SEE INTERIOR AND EXTERIOR ELEVATIONS.D. SUBMIT SHOP DRAWINGS OF ALL CABINETRY FOR APPROVAL. 4. INSULATIONA MINIMUM CEILING INSULATION TO BE R-30 WEIGHTED AVERAGE, PER ENERGY CALCS., SEE MECHANICAL DRAWING. B. MINIMUM WALL INSULATION IN FRAMED WALLS TO BE R-13 WEIGHTED AVERAGE, SEE MECHANICAL DRAWING. C. MINIMUM 3-1/2" ATTENUATION OR R-13 BATT INSULATION BETWEEN FLOORS AND ALL INTERIOR WALLS. 5. INFLITRATION CONTROLA ALL DOORS AND WINDOWS TO BE WEATHER-STRIPPED.B. ALL JOINTS AND PENETRATIONS TO BE CAULKED AND SEALED. C. ALL DOORS AND WINDOWS CERTIFIED. D. EXHAUST SYSTEMS TO HAVE DAMPER CONTROLS. E. MASONRY AND FACTORY-BUILT FIREPLACES HAVE: 1. TIGHT FITTING, CLOSEABLE METAL OR GLASS DOOR.2. OUTSIDE AIR INTAKE WITH DAMPER AND CONTROL,3. FLUE DAMPER AND CONTROL. F. NO CONTINUOUS BURNING GAS PILOT ALLOWED.2. CARPENTRY AND MILLWORKA. PROVIDE 2 X 8 BLOCKING FOR TOWEL BARS AND HOOKS. SEE FLOOR PLAN FOR LOCATIONS. TOWEL BARS TO BE SUPPLIED BY OWNER. B. ROUGH FRAME MINIMUM 20" X 20" BETWEEN STUDS AT SHAMPOO INCHES ONLY (WITH HEADER ABOVE AND BELOW)C. ROUGH FRAME SOAP AND SHAMPOO NICHES BETWEEN 16" STUDS WITH HEADER ABOVE AND BELOW.D. SEE FLOOR PLAN AND INTERIOR ELEVATIONS FOR FURHTER INSTRUCTION AND DETAILS. 6. ROOFINGA. FLAT TILE ROOFING:MATERIALS DESIGNATED SHALL BE THE PRODUCT OF ONE MANUFACTURER. MATERIAL SHALL BE -----------(SEE COLOR BOARD). REFER TO CONTACT BORAL ROOFING.1. SEE COLOR BOARD FOR ROOFING CUT SHEET. ALL MATERIAL AND INSTALLATION TO MEET CBC 2010 REQUIREMENTS AND SHALL BE PERFORMED IN ACCORDANCE WITH THE MANUFACTURER SPECIFICATIONS. 2. INSTALLATION: SWEEP ROOF SURFACE BROOM CLEAN. COVER KNOTHOLES WITH METAIL FASHING. LAY ONE 40# FELT DRY WITH 4" HEAD LAP AND 6" END LAP. BLIND NAIL UNDER LAPS. LAY ROOFING TILES WITH ROWS SPACED 11" ON CENTERS. (VERIFY WITH MANUFACTURER). FASTEN EACH TILE TO SHEATHING WITH ONE NO. 11 GAUGE CORROSION RESISTANT NAIL WITH LENGTH SUFFICIENT TO PENETRATE 3/4" INTO THE SHEATHING. APPROVED TIES MAY BE USED IN LIEU OF NAILING. FOLLOW THE MANUFACTURER SPECS AND INSTRUCTIONS FOR THE TILE INSTALLATION. 7. NEW DOORS AND WINDOWSEXISTING DOORS & WINDOWS TO REMAIN. NEW DOORS & WINDOWS SHALL MATCH EXISTING. A. ALL WINDOWS AND FRENCH DOORS TO BE WITH TRUE DIVIDED LIGHTS.B. ALL THRESHOLDS TO BE 1-1/2" LIMESTONE AND CONTINUOUS. C. PROVIDE INTERLOCKING WEATHER-STRIPPING AT ALL EXTERIOR DOORSAND WINDOWS.D. ALL DOORS AND WINDOWS SHALL BE CERTIFIED. E. SUBMIT MANUFACTURER'S SPECIFICATIONS AND SHOP DRAWINGS FORAPPROVAL.FOLDING DOOR AT BASEMENT & AT LEVEL 1 LOGGIAPANDA -51 FOLDING AA BY PANDA WINDOWS AND DOORS. SUBMIT SHOP DRAWINGS FOR APPROVAL. CONTACT: KIMBERLY MOORESALES MANAGERPANDA WINDOWS AND DOORST: (702)643-5700 F: (702)643-57153415 BELLINGTON ROAD, NORTH LAS VEGAS, NV 89030WWW.PANDA-WINDOWS.COM8. TILE PAVER FLOORINGA. SEE PLANS & INTERIOR DESIGNER FOR LOCATION.B. ALL TILE PAVERS WILL BE SELECTED BY OWNER TO BE INSTALLED BYGENERAL CONTRACTOR. SEE FLOOR PLAN.C. SEE OWNER FOR GROUT JOINT SIZES. 9. PLUMBINGA. SHOWER HEADS TO BE 78" FROM FINISH FLOOR.B. SHOWER VALVE SET TO BE 48" FROM FINISH FLOOR.C. ALL VALVES TO TUBS AND SHOWERS TO BE 3/4" DIAMETER. 10. GLAZINGGLASS SHALL MEET THE REQUIREMENTS OF CBC FOR SIZE AND STRENGTH.A. PROVIDE TEMPERED GLASS WHERE SUBJECT TO IMPACT HAZARD AS PER CBC AND CONSUMER PRODUCT SAFETY STANDARD 16 CFR 1201. B. ALL SHOWER DOORS AND ENCLOSURES SHALL BE SHATTER-PROOF, MINIMUM 3/16" SAFETY GLASS, OR APPROVED ALTERNATE.11. FINISH HARDWAREA. FINISH HARDWARE SHALL BE SELECTED AND FURNISHED BY OWNER FOR INSTALLATION BY CONTRACTOR. CONFIRM TO THE SECURITY PROVISION OF THE LOCAL GOVERNING AGENCY. SEE DOOR AND WINDOW SCHEDULE FOR SPECIFIC LOCATION.B. ALL OTHER HARDWARE TO BE SUPPLIED BY GENERAL CONTRACTOR. 12. LATH AND PLASTERLATH AND PLASTER SHALL CONFORM TO THE APPLICABLE PORTIONS OF CBC. ALL INTERIOR AND EXTERIOR IN-PLACE MUST BE INSPECTED PRIOR TO APPLYING ANY PLASTER. A. EXTERIOR CEMENT PLASTER SHALL BE APPLIED OVER ASPHALT BUILDING PAPER BACKED MESH ON WOOD STUD FRAMING OR PREPARED MASONRY WALLS. AT STUCCO SHEAR WALLS, PROVIDE 7/8" X 16 GA. STAPLES AT 6" O.C. AT ALL STUDS, BLOCKING, AND TOP AND BOTTOM PLATES. WHERE "SPECIAL MESH" IS INDICATED. PROVIDE K-LATH WITH 3" O.C. STAPLING AT TOP AND BOTTOM PLATES AND AT ALL OPENINGS AND EDGES. B. ALL STUCCO WORK SHALL CONSIST OF A BASE COAT, FINISH COAT, AND A STUCCO COLOR COAT, WHERE SURFACE ISMASONRY, BASE COAT MAY BE OMITTED. C. PROVIDE GALVANIZED EXTERIOR CORNER BEADS AND INTERNAL CORNER REINFORCEMENT.D. PROVIDE 3/8" RIB, 3.4 LB. PER SQ. YD. GALVANIZED LATH AT HORIZONTAL SURFACES.E. PROVIDE GALVANIZED WEEP SCREED AT FOUNDATION WALLS. F. EXTERIOR PLASTER SHALL BE HAND-TROWELED SMOOTH FINISH WITH UNDULATION SURFACE & 10% "CAT FACES". PROVIDE 4X8 MOCKUP TO ARCHITECT FOR APPROVAL. 13. FLASHING AND SHEET METALA. ALL SHEET METAL SHALL BE G.I. METAL TO BE PAINTED TO MATCH ADJACENT BUILDING SURFACES OR PAINTED "FRAZEE" 8706N "SADDLEBURY" UNLESS OTHERWISE NOTED. G.I. METAL FLASHING ON ALL INTERSECTIONS BETWEEN ROOFS AND VERTICAL WALLS INCLUDING VALLEYS, HIPS AND RIDGES. B. FLASH ALL EXTERIOR OPENINGS WITH APPROVED WATERPROOF BUILDING PAPER (SISALKRAFT).14. CERAMIC TILE / MARBLE / GRANITE / CORIANA. 3/4" ROUGH TOP, 15 LB. FELT PAPER, 3/4"LB WIRE MESH (CUT MESH IF TILE CONTINUES AT SPLASH), 1" MUD AND TILE AT COUNTERTOP. ROUTE ROUGH TOP TO ACCEPT SINK IF NECESSARY. VERIFY TILE THICKNESS.B. 3/4" PLYWOOD SUBTOP AT COUNTERTOPS WITH MARBLE.C. BACK SEAL WOOD EDGE. D. NO WONDERBOARD TO BE USED AT COUNTERTOPS OR FLOORING. E. SEE FLOOR PLAN FOR DESIGN AT FLOOR OF SHOWERS. SEE ELEVATIONS AND FLOOR PLAN FOR LAYOUT OF TILE DESIGN AT BATHROOMS. ADDITIONAL DRAWINGS WILL BE PROVIDED.F. OPTIONAL: SEL TILE WITH AQUA SEAL. CONSULT WITH SUPPLIER. G. ALIGN SOAP AND SHAMPOO NICHE GROUT JOINTS WITH TILE OF WALL. INSIDE TILES AT NICHE TRIMMED AS NECESSARY. ADJUST SHAMPOO NICHE WIDTH / HEIGHT TO ACCOMMODATE TILE JOINTS. H. SEPARATE DRAWINGS WILL BE PROVIDED BY INTERIOR DESIGNER FOR ALL TILED AREAS. I. GENERAL NOTES FOR TILE UNDERLAYMENT LOCATIONS INDICATING:-TILE TO BE INSTALLED PER TCNA GUIDELINES WITH MOVEMENT JOINTS AT THE PERIMETER, ALL VERTICAL OBSTRUCTIONS AND WITHIN THE FIELD OF THE TILE WITH SPACING AS RECOMMENDED FOR EXTERIOR APPLICATIONS.-SLOPE FOR DRAINAGE TO BE PROVIDED PRIOR TO THE INSTALLATION OF THE JIFFY DECK WATERPROOFING SYSTEM. -TILE INSTALLED OVER THE PROTECTO WRAP JIFFY DECK SYSTEM SHALL BE SET WITH MODIFIED THIN-SET NO GREATER THAN 3/8" THICK. 15. PAINTING AND STAININGA. COLORS SHALL BE SELECTED BY OWNER AND SUBMITTED TO THE CONTRACTOR. SOME COLORS TO BE HAND-MIXED AND APPLIED AS SAMPLES FOR APPROVAL OF INTERIOR DESIGNER. SAMPLES OF ALL FINISHING NATURAL WOOD.B. ALL FINISH COATS AND COLORS SHALL BE APPROVED PRIOR TO APPLICATIONS.C. ALL SURFACES OF NEW EXTERIOR AND INTERIOR TRIM, CASING AND CABINETS TO BE BACK PRIMED PRIOR TO INSTALLATION. ALL TOPS AND BOTTOMS OF NEW DOORS AND WINDOWS TO BE PRIMED. D. ALL ROOF VENTS SHALL BE PAINTED TO MATCH DOMINANT WEATHERED ROOFING MATERIAL. ALL CHIMNEY AND OTHER EXPOSED ROOD OR WALL FLASHING SHALL BE PAINTED TO MATCH ADJACENT SURFACES. 16. EXTERIOR STONEA. ALL LIMESTONE TO MATCH EXISTING BACKYARD -SHALL BE SELECTED AND FURNISHED BY OWNER FOR INSTALLATION BY CONTRACTOR. SEE PLAN FOR DESIGN. SUBMIT COLOR SAMPLE AND SHOP DRAWINGS FOR APPROVAL. B. STONE VENEER TO BE SELECTED BY OWNER FROM ELDORADO STONE OR EQUAL. ALL STONE MATERIAL AND INSTALLATION TO MEET IRC REQUIREMENTS. FOLLOW MFR SPECIFICATION AND INSTALLATION & ESR-1215. CONSTRUCT 4X4 MOCK UP @ SITE FOR APPROVAL BY OWNER & ARCHITECT. 17. APPLIANCESAPPLIANCES TO BE SUPPLIED BY OWNER AND INSTALLED BY CONTRACTOR. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WTH MANUFACTURER AND CODE REQUIREMENTS. A-KITCHEN HOOD TO BE SUPPLIED BY NATIONWIDE FIRE PROTECTION CORP.CONTACT:HASSAN JAFARIinfo@nfpsca.comT: (858)603-0456 18. SPIRAL STARA. ORNAMENTAL STEEL SPIRAL STAIR 5' -0" DIA STANDARD AS MANUFACTURED BY THE IRON SHOP OR EQUAL -FINISH & COLOR AS SELECTED BY OWNER.B. INSTALL PER MFR SPECS. SUBMIT SHOP DRAWINGS FOR APPROVAL.SPIRAL STAIR IS A DEFERRED SUBMITTAL. 19. STAIRS-HANDRAILS AND GUARDRAILSSPIRAL STAIR TO BE BRASS AND WOOD FOR THE GUARDRAILS AND HANDRAILS AS MANUFACTURED BY C.R LAURENCE. SUBMIT SHOP DRAWINGS FOR APPROVAL. CONTACT:C.R. LAURENCE CO. ARCHITECTURAL PRODUCTS2503 E. VERNON AVENUE,LOS ANGELES, CA 90058-1897PH : (800) -421-6144FAX : (800) -587-7501WWW.CRLAURENCE.COM20. ACCESSORIESACCESSORIES TO BE PROVIDED BY OWNER AND INSTALLED BY CONTRACTOR. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE ARCHITECT / INTERIOR DESIGNER INSTRUCTIONS, MANUFACTURER AND CODE REQUIREMENTS. SEE PLANS & I.D. DWGS FOR LOCATIONS AND REQUIREMENTS. 22. MOISTURE PROTECTION REQUIREMENTSPRIOR TO COMMENCING THE WORK A WATER PROOFING SPECIALIST MUST PROVIDE PROPER WATERPROOFING AND MOISTURE PROTECTION SPECIFICATIONS INCLUDING NECESSARY TECHNIQUE TO KEEP ALL WATER INFILTRATION OUT OF THE FLOOR SLAB, FOUNDATION, RETAINING AND ALL EXTERIOR WALLS, AND ROOF AREAS. THE PURPOSE OF THIS RECOMMENDATION IS TO KEEP ANY AMOUNT OF MOISTURE FROM FINDING ITS WAY INTO THE RESIDENCE. NEEDLESS TO SAY THAT MOISTURE CAN CAUSE MATERIAL DAMAGE, AS WELL AS, HEALTH PROBLEMS. SUBMIT REPORT, SPECIFICATIONS AND INSTALLATION TECHNIQUES TO ARCHITECT FOR VERIFICATION AND COORDINATION. FOLLOWING ARE SOME RECOMMENDATIONS TO BE FURTHER EXPLORED: WATERPROOFING MATERIALS PROVIDED BY CETCO WILL BE AS FOLLOWS:• BELOW GRADE FOUNDATION WALLS: 1. COREFLEX 60 WITH APC.• WINDOW AND DOOR FLASHING:1. PS 45 BUTYL• ROOFING UNDERLAYMENT: 1. JIFFY SEAL ICE & WATER GUARD HT BUTYL • BALCONIES:1. JIFFY DECK SYSTEM USING 100/40 BASE LAYER WITH TOP LAYER OF AFM -WM (SYSTEM INCLUDES UNIVERSAL WATER BASED PRIMER, JS 160 H MASTIC, JS 500 DETAIL TAPE, AND DETAILING ACCESSORIES)• UNDER SLAB:1. UNDERSLAB WATERPROOFING SHALL BE CETCO -COREFLEX 60 WATERPROOFING AS MANUFACTURED BY CETCO BULDING MATERIALS AND SHALL BE PER MANUFACTURER SPECIFICATIONS.CONTACT: CETCO BUILDING MATERIALSMONICA FORDTECHNICAL SALES MANAGER -SOUTHERN CALIFORNIA AND NEVADAT: (213)814-8080MONICAFORD@MINERALSTECH.COMWWW.CETCO.COMALL WATERPROOFING APPLICATIONS & INSTALLATIONS SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS AND EVALUATION REPORT ON JIFFY SEAL 140/60: ESR 112723. SPECIAL INSTURCTIONSA. PROTECTION OF THE STRUCTURE -ONCE ON SITE THE GENERAL CONTRACTOR SHALL SURVEY THE EXISTING CONDITIONS INCLUDING THE EXISTING BUILDING, AND ALL THE BACKYARD DEVELOPMENT INCLUDING LANDSAPING / HARDSCAPING AND TAKE THOSE STEPS NECESSARY TO PROTECT EXISTING STRUCTURES TO REMAIN AND SURROUNDING AREAS FROM WEATHER AND OTHER POTENTIALLY DAMAGING ELEMENTS. THIS INCLUDES THE POSSIBILITY OF COVERING EXISTING FINISHED NAD THOSE AREAS WHERE ANY POTENTIAL DAMAGE MAY OCCUR AS A RESULT OF THE NEW CONSTRUCTION. B. DRAWINGS OF EXISTING HOUSE -PRIOR TO COMMENCING THE WORK, THE GENERAL CONTRACTOR SHALL OBTAIN A COMPLETE SET OF THE EXISTING DRAWINGS, REVIEW, AND ENSURE THAT ALL RELATED TRADES / SUBS ARE FAMILIAR WITH SAME AND MAINTAIN A COPY ON THE FIELD FOR REFERENCE AT ALL TIMES. THESE DRAWINGS ARE AVAILABLE AT THE ARCHITECT'S OFFICE. C. SECURITY AND SCREENING -THE GENERAL CONTRACTOR SHALL PROVIDE ADEQUAE FENCING AND SECURITY MEASURES TO PROTECT THE CONSTRUCTION AREA AND TO PROVIDE A BARRIER BETWEEN THE CONSTRUCTION AREA AND ADJACENT USES THAT ARE USED BY THE OWNERS FOR PERSONAL AND ENTERTAINMENT PURPOSES. BARRIERS SHALL BE A MINIMUM HEIGHT OF SIX FEET AND SHALL HAVE MESH OR OTHER MATERIAL TO SCREEN VIEW OF WORK SITE.END OF SPECIFICATIONSFOLDING DOOR AT LEVEL 1 SOLARIUM:PANDA -S92 FRAMELESS, THE FRAMELESS FOLDING SYSTEM AS SUPPLIED BY PANDA WINDOWS AND DOORS. SUBMIT SHOP DRAWINGS FOR APPROVAL. CONTACT: KIMBERLY MOORESALES MANAGERPANDA WINDOWS AND DOORST: (702)643-5700 F: (702)643-57153415 BELLINGTON ROAD, NORTH LAS VEGAS, NV 89030WWW.PANDA-WINDOWS.COM21. ELEVATORCUSTOM HYDRAULIC HOME ELEVATOR BY ACME HOME ELEVATOR, INC., MODEL 950-12 WITH A STANDARD CLASSIC CAB. CAPACITY IS 950 POUNDS, SPEED IS 40FPM. THE ELEVATOR WILL SERVICE TWO ( 2 ) LANDINGS WITH A TOTAL OF THREE OPENINGS. TOTAL TRAVEL UP TO TWELVE FEET ( 12' ). OPENINGS FOR THE ELEVATOR CAB WILL BE FRONT AND REAR.THE ELEVATOR CAB WILL HAVE AN APPROXIMATE CLEAR INSIDE DIMENSIONOF THREE FEET (3’0”) WIDE BY FOUR FEET (4’0”) DEEP. THIS IS BASED UPON A MINIMUM FINISHED HOISTWAY DIMENSION OF FOUR FEET SIX INCHES (4’6”) WIDE BY FOUR FEET TEN INCHES (4’10”) DEEP. CEILING HEIGHT OF THE CAB WILL BE SEVEN FEET FOUR INCHES (7’4") BASED UPON A CLEAR OVERHEAD OF NINE FEET SIX INCHES ( 9' 6").37' - 0"9' - 0"FOLDING DOOR AT BASEMENT 10' - 8"8' - 0"FOLDING DOOR AT LEVEL 1 LOGGIA8' - 10"FOLDING DOOR #3 AT LEVEL 1 SOLARIUM 7' - 10"6' - 4"FOLDING DOOR #4 AT LEVEL 1 SOLARIUM 7' - 10"8' - 6"FOLDING DOOR #5 AT LEVEL 1 SOLARIUM 7' - 10"2162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:PROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONSAs indicatedGLIDEWELL RESIDENCE REMODELA0.20SPECIFICATIONS2300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/20191 CODE:NAME: SAXONY 900 SLATEMANUFACTURER: BORAL ROOFINGTYPE: STANDARD WEIGHTNUMBER: 1FACS6031SIZE: 17" X 13"TILE COLOR: LA TERRA BLENDRT-1RT-1ROOF TILECODE:NAME: COMMERCIAL GRADE - QUIKRETE STUCCOCONTACT: WWW.HOMEDEPOT.COMSIZE: 80LBST-1ST-1STUCCO2162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:PROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONS1/4" = 1'-0"GLIDEWELL RESIDENCE REMODELA0.21FINISHSCHEDULE2300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/2019 CORNER REINFORCEMENTWOOD STUDS FRAMING PER STRUCT.5/8" GYP. BD.WOOD PLATEBASE AS REQUIREDWALL TYPE STUD SIZE DIMENSION TYPEA6 6" X 1 5'8" 16" O.C. WOOD3 7/8"5 1/8"CORNER REINFORCEMENTWOOD STUDS FRAMING PER STRUCT.5/8" GYP. BD.WOOD PLATEBASE AS REQUIREDWALL TYPE STUD SIZE DIMENSION TYPEB6 1 5/8" X 4" 16" O.C. WOOD3 7/8"5 1/2"1 A 2FRAMING MEMBER DEPTHWALL TYPE SERIESFIRE RATING (IF APPLICABLE)CORNER REINFORCEMENT5/8" TYPE X GYP. BD.WOOD PLATE PER STR.BASE AS REQUIREDPERIMETER SEALANTWOOD STUDS FRAMING PER STR.3/8" TYPE X GYP. BD.PERIMETER SEALANTWALL TYPE STUD SIZE DIMENSION TYPE1A 1 5/8" X 3" 16" O.C. WOOD3 1/8"1 1/8"5 1/8"CORNER REINFORCEMENT5/8" GYP. BD.WOOD PLATE PER STR.BASE AS REQUIREDWOOD STUDS FRAMING PER STR.10 3/4"1' - 0"VARIESCEILING AS PER SCHDULEDWALL TYPE STUD SIZE DIMENSION TYPEP1 1 5/8" X 12" 16" O.C. WOOD2162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:LEGENDSPROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONSAs indicatedGLIDEWELL RESIDENCE REMODELA0.30WALL TYPESCHEDULE2300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/20193" = 1'-0"1WALL TYPE A3" = 1'-0"3WALL TYPE B3" = 1'-0"2WALL TYPE 1A3" = 1'-0"4WALL TYPE P TYPE A TYPE B TYPE C TYPE DTYPE ETYPE FTYPE G TYPE HDOOR TYPESTYPE I TYPE JTYPE K TYPE LSET ADOOR HARDWARE SET ALOCK SET: TBDSET BDOOR HARDWARE SET BLOCK SET: "PANDA WINDOWS AND DOORS" PANDA 100/200, FINISH TBDSET ADOOR HARDWARE SET CLOCK SET: TBDHINGES: "HINGE OUTLET" DOUBLE ACTING SPRING HINGES, ADJUSTABLE, MATTE BLACK, 6" . SKU: HO-DBLSPRH-BLK-6TYPE ATYPE BTYPE CWINDOW TYPESTYPE DTYPE ETYPE FTYPE G2162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:PROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONS1/4" = 1'-0"GLIDEWELL RESIDENCE REMODELA0.31DOORS,WINDOWS ANDKITCHENEQUIPMENTSCHEDULE2300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/2019KITCHEN EQUIPMENT SCHEDULEType Mark Description Manufacturer Model Type Comments(E) KE-07 RangeWolf Ranges RE-USE EXISTING(E) KE-08 RangeKE-01 Stainless Steel Door FreezerRE-USE EXISTINGKE-02 COMMERCIAL Merchandiser Refrigerator FRIGIDAIRE FCRS181RQBKE-03 5" DEEP ICE COOLED COLD PAN UNITS PORTABLE DUKE RE-USE EXISTINGKE-04 ICE MACHINE HOSHIZAKI KML-325MAJKE-09 FryerVulcan 2GR45AF Solid State AnalogKE-11 Double-Deck Convection Oven Vulcan-Hart VC44GC Computer ControlsKE-12 French Door Refrigerator AVANTCO A-49R-HCGENERALDOORFRAMES REMARKSDOOR SCHEDULESLEVEL NUMBER TYPEHARDWARE GROUPDESCRIPTION MATERIAL FINISH THICKNESS JAMB SIZE DIMENSIONTHRESHOLDTYPETHICKNESS MATERIAL FINISH REMARKSBASEMENT 001 F B PANDA - S51_12P_6L6R_OUTSWING GLASS 0" (12) 3'-1" x9'-0"PANDA WINDOWS& DOORSBASEMENT 003 L A UTILITY 6-PANEL STEEL PREHUNG FRONT DOOR WOOD PRIMEDWHITE2" 4-9/16" 3'-0" x 8'-0" F (SHEET A7.06) 1 3/4" HOME DEPOTBASEMENT 003A A 2-PANEL SQUARE TOP SOLID WOOD SINGLE PREHUNG INTERIOR DOOR 2 WOOD PRIMEDWHITE2" 2'-8" x 6'-8" 1 3/4" HOME DEPOTBASEMENT 003B A 2-PANEL SQUARE TOP SOLID WOOD SINGLE PREHUNG INTERIOR DOOR WOOD PRIMEDWHITE2" 4-9/16" 2'-8" x 6'-8" 1 3/4" HOME DEPOTBASEMENT 004 A SHAKER 1-PANEL MDF INTERIOR DOOR SLAB WOOD PRIMEDWHITE1 1/2" 4-9/16" 3'-0" x 8'-0" F (SHEET A7.06) 1 3/4"BASEMENT 005 L A UTILITY 6-PANEL STEEL PREHUNG FRONT DOOR WOOD PRIMEDWHITE2" 4-9/16" 3'-0" x 8'-0" F (SHEET A7.06) 1 3/4" HOME DEPOTBASEMENT 005A A 2-PANEL SQUARE TOP SOLID WOOD SINGLE PREHUNG INTERIOR DOOR 2 WOOD PRIMEDWHITE2" 2'-8" x 6'-8" 1 3/4" STEEL PRIMEDWHITEHOME DEPOTBASEMENT 005B A 2-PANEL SQUARE TOP SOLID WOOD SINGLE PREHUNG INTERIOR DOOR 2 WOOD PRIMEDWHITE2" 2'-8" x 6'-8" 1 3/4"BASEMENT 005C A 2-PANEL SQUARE TOP SOLID WOOD SINGLE PREHUNG INTERIOR DOOR WOOD PRIMEDWHITE2" 4-9/16" 2'-8" x 6'-8" 1 3/4" HOME DEPOTBASEMENT 006 L A UTILITY 6-PANEL STEEL PREHUNG FRONT DOOR WOOD PRIMEDWHITE2" 4-9/16" 3'-0" x 8'-0" 1 3/4" CUSTOMBASEMENT 007 A SHAKER 1-PANEL MDF INTERIOR DOOR SLAB WOOD PRIMEDWHITE1 1/2" 4-9/16" 3'-0" x 8'-0" F (SHEET A7.06) 1 3/4" HOME DEPOTBASEMENT 008 A SHAKER 1-PANEL MDF INTERIOR DOOR SLAB WOOD PRIMEDWHITE1 1/2" 4-9/16" 3'-0" x 8'-0" F (SHEET A7.06) 1 3/4" HOME DEPOTBASEMENT 011 A 30"x80" PANEL MDF INTERIOR DOOR SLAB WOOD PRIMEDWHITE1 1/2" 2'-6" x 6'-8" F (SHEET A7.06) 1 3/4" HOME DEPOTBASEMENT 012 A 2-PANEL SQUARE TOP SOLID WOOD SINGLE PREHUNG INTERIOR DOOR 36x96 WOOD PRIMEDWHITE2" 4-9/16" 3'-0" x 8'-0" F (SHEET A7.06) 1 3/4" HOME DEPOTBASEMENT 013 A 30"x80" PANEL MDF INTERIOR DOOR SLAB WOOD PRIMEDWHITE1 1/2" 2'-6" x 6'-8" F (SHEET A7.06) 1 3/4" HOME DEPOTLEVEL 0 105A L A UTILITY 6-PANEL STEEL PREHUNG FRONT DOOR WOOD PRIMED GREY 2" 3'-0" x 8'-0" 2" STEEL PRIMED GREY HOME DEPOTLEVEL 0 107 K A INTERNAL BLINDS OUTSWING PREHUNG FRONT DOOR WITH BRICKMOULD STEEL PRIMED GREY 1 3/4" 4-9/16" 3'-0" x 6'-8" A (SHEET A7.06) 2" STEEL PRIMED GREY HOME DEPOTLEVEL 1 100 E A CURTAIN GLASS DOUBLE DOOR BY INTERSKY 1/2"LEVEL 1 100A F B PANDA - S92 HSW STD 6 PANEL FRAMELESS GLASS ANODIZED1/2" (6) 1'-4" x7'-10"D (SHEET A7.06)LEVEL 1 100B F B PANDA - S92 HSW STD 4 PANEL GLASS ANODIZED 1/2" (4) 1'-7" x7'-10"D (SHEET A7.06) 2" STEEL PANDA WINDOWS& DOORSLEVEL 1 100C F B PANDA - S92 HSW STD 4 PANEL GLASS ANODIZED 1/2" (4) 1'-7" x7'-10"D (SHEET A7.06) 2" STEEL PANDA WINDOWS& DOORSLEVEL 1 100D F B PANDA - S92 HSW STD 6 PANEL GLASS ANODIZED 1 3/4" (6) 1'-5" x7'-10"D (SHEET A7.06) 2" STEEL PANDA WINDOWS& DOORSLEVEL 1 102A B A CUSTOM GLASS DOUBLE DOOR WOOD PRIMEDWHITE1 1/2" 4-9/16" 3'-0" x 8'-0" E (SHEET A7.06) 2" STEEL PRIMEDWHITEIN-HOUSELEVEL 1 102B I A WHITE WOOD DUTCH DOOR PRE-HUNG WOOD PRIMEDWHITE1 3/4" 3'-0" x 6'-8" E (SHEET A7.06) 2" STEEL PRIMEDWHITEDOORS 4 HOMELEVEL 1 102C K A INTERNAL BLINDS OUTSWING PREHUNG FRONT DOOR WITH BRICKMOULD STEEL PRIMED GREY 1 3/4" 4-9/16" 3'-0" x 6'-8" B (SHEET A7.06) 2" STEEL PRIMED GREY HOME DEPOTLEVEL 1 103 H A OVERHEAD ROLL-UP DOOR STEEL ANODIZED 3" 6'-0' x 8'-0" E (SHEET A7.06) 2" STEEL ANODIZEDLEVEL 1 104 A A MDF INTERIOR DOOR SLAB WOOD PRIMEDWHITE1 1/2" 3'-0" x 8'-0" 2" STEEL PRIMEDWHITEHOME DEPOTLEVEL 1 105B L A UTILITY 6-PANEL STEEL PREHUNG FRONT DOOR WOOD PRIMED GREY 2" 4-9/16" 3'-0" x 8'-0" F (SHEET A7.06) 2" STEEL PRIMEDWHITECUSTOMLEVEL 1 106 K A INTERNAL BLINDS OUTSWING PREHUNG FRONT DOOR WITH BRICKMOULD WOOD PRIMED GREY 1 3/4" 3'-0" x 6'-8" A (SHEET A7.06) 2" STEEL PRIMED GREY HOME DEPOTLEVEL 1 108 A A PREMIUM FLUSH RIGHT-HAND INSWING PREHUNG DOOR WOOD PRIMED GREY 2" 3'-0" x 6'-8" A (SHEET A7.06) 2" STEEL PRIMED GREY HOME DEPOTLEVEL 1 109 G B PANDA - S51_5P_5R_OUTSWING GLASS ANODIZED 1/2" (5) 2'-1" x 8'-0" C (SHEET A7.06)2" STEEL WHITE PANDA WINDOWS& DOORSLEVEL 1 110A L A UTILITY 6-PANEL STEEL PREHUNG FRONT DOOR STEEL PRIMED GREY 2" 3'-0" x 6'-8" G (SHEET A7.06) 2" STEELLEVEL 1 111A L A UTILITY 6-PANEL STEEL PREHUNG FRONT DOOR STEEL PRIMED GREY 2" 3'-0" x 6'-8" G (SHEET A7.06) 1 3/4" STEEL PRIMEDWHITELEVEL 1 112 J A METAL DOUBLE DOOR STEEL PRIMEDWHITE1 3/4" 6'-4" x 6'-8" E (SHEET A7.06) 2" STEEL PRIMEDWHITELEVEL 2 201A D A CURTAIN GLASS DOOR1/2"LEVEL 2 201B D A CURTAIN GLASS DOOR1/2"WINDOW SCHEDULELEVELWINDOWNUMBERWINDOWTYPEWINDOWHARDWAREGROUPDESCRIPTION Glass Material Glazing OptionsHalf PanelWidthHeadHeightREMARKBASEMENT 14 A 28"x62" 70 SERIES PRO DOUBLE HUNG WINDOW8'-10"LEVEL 1 2 B PANDA - TS67 FIXED WINDOW8'-3"LEVEL 1 3 G PANDA - TS30_2P_2R8'-1"LEVEL 1 4 D PANDA- 7100_67WT_AWNING SINGLE8'-3"LEVEL 1 5 C PANDA - TS67 FIXED WINDOW7'-2"LEVEL 1 6 F PANDA - TS67 FIXED FULL GLASSS WINDOW Glass - NanaWall- Generichttps://www.nanawall.com/products/fsw75/glass9" 7'-10"LEVEL 1 6 F PANDA - TS67 FIXED FULL GLASSS WINDOW Glass - NanaWall- Generichttps://www.nanawall.com/products/fsw75/glass9" 7'-10"LEVEL 1 7 E PANDA - 7110_63WT_T&T SINGLE6'-6"111NOTE: 1. PANDA WINDOWS AND DOORS CONTACT:KIMBERLY MOORESALES MANAGERPANDA WINDOWS AND DOORST: (702)643-5700 F: (702)643-57153415 BELLINGTON ROAD, NORTH LAS VEGAS, NV 89030WWW.PANDA-WINDOWS.COM D H Y D H YDSSWV S04°02'45"E88.20'S39°48'15"W105.00'S27°17'03"W634.56'S50°11'45"E303.80'L= 128.28'R= 818.25L= 306.06'R= 784.60L= 256.69'R= 335.40COCOCOCO545656636666676767676767676767676767676868686868686868686869696666626266666666665757585859596161616363636464556565656560605.9412.751.923.905.29UPTRUE NORTH2162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:KEYNOTESGENERAL NOTESLEGENDSPROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONS1/32" = 1'-0"GLIDEWELL RESIDENCE REMODELA0.40SITE PLAN2300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/20191/32" = 1'-0"1SITE PLANEXTEND OF WORK1- REHABILITATED LANDSCAPE IS LESS THAN 500 SQ.FT. SEE CIVIL DRAWINGS FOR DETAILS. NOTE: ALL PLANTING OUTSIDE THE EXTEND OF WORK IS TO REMAIN IN PLACE S27°17'03"WR= 784.6066666364646565E83GBC5D4710A629F1TRUE NORTHT1T2T3T4T5TATBN.I.C(E) 2% SLOPE 2% SLOPE 2% SLOPE EXTERIOR ENTRANCEEXTERIOR ENTRANCEEXTERIOR ENTRANCE(E) MASONRY FENCE WALL2% SLOPE 2% SLOPE -4"-1'-0"0"-8"0"0"1/2" / 1'-0"-6"-2"0"-6"-1'-0"-6"-6"-1'-0"0"1/8" / 1'-0"1/4" / 1'-0"-1'-0"1/4" / 1'-0"-6"-6"T0.9T0.7TA.13TA.24TA.15TA.25TA.31TA.7TA-5TA-1T4.8T5.4T5.5T6TB-1TB-2TB-3T1.2T1.6T2.9T4.10.521/4"/1'-0"1/4"/1'-0"N.I.C2' - 11 3/4"-6"0.540.550.510.530.56DNDNDNUP2% SLOPE ABCD0.57TYPRESIDENCE ACCESSBASEMENT EXTENT 2162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:KEYNOTESLEGENDSPROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONSAs indicatedGLIDEWELL RESIDENCE REMODELA0.50ENLARGEDSITE PLAN2300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/20191/8" = 1'-0"1SITE PLAN ENLARGED0.51 NEW POOL WITH DEFERRED SUBMITTAL0.52 POOL MONUMENT WITH DEFERRED FUTURE SUBMITTAL0.53 (E) TREES TO REMAIN IN PLACE0.54 2' TALL RETAINING WALL REFER TO CIVIL DRAWINGS0.55 REMOVE (E) PARKING STRIPE0.56 EXTEND OF BASEMENT BELOW0.57 GRADE ELEVATIONS POINTS. SEE NOTEPOINT A: 64.44 FSPOINT B: 64.45 FSPOINT C: 64.46 FSPOINT D: 64.46 FSGRADE AVERAGE POINTS: 64.45NOTES:GRADE ELEVATIONS UP47' - 9 1/4"E83GBC5D4710A629F1N.I.C1.1011.1021.1041.1061.1061.107TYP1.1021.1071.1081.1101.1021.1091.1011.1011.1011.1011.1121.1041.1111.1111.1011.1031.1031.1161.1161.1151.1191.1171.1191.119EXISTING KITCHEN 415 SQ.FT. OUTDOOR EQUIP. STORAGE101 SQ.FT. EXISTING POOLEXISTING ICE CREAM PARLOR917 SQ.FT. 1.1201.1121.104EXISTING WALL TO REMAINDEMOLITION WALLNOT INCLUDED IN CONTRACT2162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:KEYNOTESLEGENDSPROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONSAs indicatedGLIDEWELL RESIDENCE REMODELA1.11DEMO/EXISTINGPLAN OVERALLLEVEL 12300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/20193/16" = 1'-0"1LEVEL 1 AS-BUILT/DEMOLITION PLAN1.101 DEMO EXISTING PLANTER1.102 DEMO EXISTING FREE STANDING EXTERIOR WALL1.103 EXISTING ELECTRICAL PANEL TO BE RELOCATED1.104 DEMO EXISTING WALL(S) ALONG WITH DOOR(S) ANDWINDOW(S)1.106 DEMO EXISTING PLUMBING FIXTURE1.107 DEMO EXISTING COLUMN1.108 REMOVE EXISTING POOL EQUIPMENT, SALVAGE FORFUTURE USE1.109 DEMO EXISTING STAIR1.110 DEMO EXISTING SWIMMING POOL1.111 EXISTING DRIVEWAY TO BE MODIFIED. SEE CIVILENGINEERING DRAWING.1.112 DEMO EXISTING WINDOW1.115 EXISTING HOSE BIBB TO REMAIN AS IS1.116 EXISTING AIR CONDITIONING TO BE DEMOLISHED1.117 EXISTING DOOR TO BE SWING IN1.119 DEMO EXISTING HOSE BIBB1.120 DEMO EXISTING ROOF ACCESS INSIDE KITCHEN WASHER DRYERWASHER DRYERDN DNDNDNE83GBC5D4710A29F1N.I.C1.1091.1141.1131.1141.1141.1181.1181.107TYP.1.1151.119EXISTING WALL TO REMAINDEMOLITION WALLNOT INCLUDED IN CONTRACT2162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:KEYNOTESLEGENDSPROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONSAs indicatedGLIDEWELL RESIDENCE REMODELA1.12DEMO/EXISTINGPLAN LEVEL 22300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/20193/16" = 1'-0"1LEVEL 2 DEMOLITION PLAN1.107 DEMO EXISTING COLUMN1.109 DEMO EXISTING STAIR1.113 DEMO EXISTING BALCONY1.114 DEMO EXISTING ROOF1.115 EXISTING HOSE BIBB TO REMAIN AS IS1.118 BOUNDARY OF (E) PATIO TO REMAIN. SEE A1.221.119 DEMO EXISTING HOSE BIBB UPDNDNNEW WALL2A3.11E83GBC5D41A3.137A6.03110A6231 SFAV STORAGE011181 SFSTAIR C01222 SFELEVATOREQUIPMENT RM00930 SFELEVATOR00881 SFEQUIP RM007109 SFMEN'S RR003125 SFWOMEN'S RR0059F1A6.061T1T2T3T4T5TATB23' - 0"28' - 0"37' - 0"011391 SFTHEATER010594 SFBAR002133 SFHALLWAY00600317 SFSUMP PUMP RM0040040050070080121A3.15T0.9T0.7TA.13TA.24TA.15TA.25TA.31TA.7TA-5TA-1T4.8T5.4T5.5T614' - 9"5' - 4"5' - 0"5' - 0"1' - 8 7/8"1' - 0 3/4"5' - 9 3/8"8' - 5"A6.001TB-1TB-2TB-3T1.2T1.6T2.9T4.11A3.141.2011.2001.20315 SFSUM PUMP RM013013-12'-6"-12'-6"-14' - 6"1.2031A3.164' - 9 7/8"-13'-0"1.3112A3.152' - 8"1' - 6 1/2"52' - 9"23' - 1"61' - 7"16' - 8"28' - 4"36' - 2"23' - 0"36' - 4"00110' - 11"1.20013' - 6 3/8"13' - 6 3/8"112 SFBASEMENTEGRESS WINDOW023OPEN TO ABOVE3A6.074A6.07141111.2011.2011.203P14' - 0 1/2"005A005B005C003A003B4 1/4"8' - 5"27' - 3 3/8"A6.071006BASEMENT 4,410 SQ.FT.1' - 4"2162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:KEYNOTESGENERAL NOTESLEGENDSPROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONSAs indicatedGLIDEWELL RESIDENCE REMODELA1.20CONSTRUCTIONPLANBASEMENT2300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/20193/16" = 1'-0"1BASEMENT CONSTRUCTION PLAN1.200 NEW SLIDE FOLDING DOOR BY PANDA DOORS ANDWINDOWS. SEE DOOR SCHEDULE.1.201 NEW CASEWORK WITH SINK1.203 FLOOR DRAIN1.311 FRESH AIR SHAFT1. A Call-OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5' AND FOR SHORING AND UNDERPINNING.13' OPENING DNDNDNDNUP2A3.11E83GBC5D41A3.137A4.212110A62114 SFSTAIR C107638 SFKITCHEN1029F149 SFSTORAGE RM10876 SFSHOWER RM11076 SFSHOWER RM111108 SFLOGGIA10917' - 9"A4.2131N.I.CA2.101A2.102A2.11150 SFTRASH RM10317 SFMOP SINK RM10428 SFELEVATORLOBBY106T1T2T3T4T5TATB31 SFELEVATOR105107103(E)102B(E)102A102B104106108111A33' - 11"11' - 0" 11' - 0"1007 3/4"6' - 2 1/4"8' - 0"5' - 2 1/2"110A0"102C102A1A3.151/8" / 1'-0"1/4" / 1'-0"1/2" / 1'-0"-1'-0"-6"-6"0"11' - 9 1/4"T0.9T0.7TA.13TA.24TA.15TA.25TA.31TA.7TA-5TA-1T4.8T5.4T5.5T6A6.032A6.0021/4" / 1'-0"TB-1TB-2TB-3T1.2T1.6T2.9T4.11A3.141.2041.2051.2031.2031.2181.2201.219POOL1A3.162A3.15A2.1123' - 9 1/2"7' - 1 7/8"1' - 3 1/2"12' - 0 1/8" 12' - 0 1/8"11' - 1 7/8"12' - 5 1/4"6"6' - 5 7/8"9' - 8 1/8"11' - 11 3/8"12' - 0 1/8"1.3101.311-4"1.2231.2231.2031.2031.2031.2031.204100E-2"A6A6B6B6100D100C100B100A10966N.I.C1.225TYPB6B6B6B63545KE-126' - 2 1/4"ø 3'-6"OPEN TO BELOW3' - 0"18 SFELECTRICAL RM112A6.0723A6.074A6.073' - 1 1/2"752' - 0"1' - 11 3/4"11112ø 3'-6"1111105A105B11.224P11138' - 4"SOLARIUM 3,120 SQ.FT.EXISTING WALLNEW WALLNOT INCLUDED IN CONTRACT2162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:KEYNOTESGENERAL NOTESLEGENDSPROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONSAs indicatedGLIDEWELL RESIDENCE REMODELA1.21CONSTRUCTIONPLAN LEVEL 12300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/20193/16" = 1'-0"1LEVEL 1 CONSTRUCTION PLAN1.203 FLOOR DRAIN1.204 OVERHEAD SOFFIT ABOVE1.205 NEW FRAMELESS SLIDE FOLDING DOOR. SEE DOORSCHEDULE1.218 GREASE INTERCEPTOR. SEE PLUMBING DRAWING1.219 NEW POOL WITH DEFERRED SUBMITTAL1.220 RELOCATED ELECTRICAL PANEL1.223 INSTALL NEW HOSE BIBB1.224 NEW COLUMN PER STR1.225 NEW COLUMN TRUSSES PER INTERSKY1.310 EXHAUST FANS DUCTS. SEE MEP DRAWINGS1.311 FRESH AIR SHAFT DN2A3.11E83GBC5D41A3.13710A29F1N.I.CT1T2T3T4T5TATBb5.112201A11A3.15849 SFOUTDOOR PATIO202201BT0.9T0.7TA.13TA.24TA.15TA.25TA.31TA.7TA-5TA-1T4.8T5.4T5.5T6A6.003OPEN TO BELOW10'-11"16'-10"TB-1TB-2TB-3T1.2T1.6T2.9T4.11A3.141.2141.2141.2151.2141.2141.2110"8'-6"1.2101.2101.2101.2101.2151.2168" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"1.2211A3.162A3.15A2.112467 SFSOLARIUMBALCONY200123 SFPATIO2011.2221.2221.3101.2171.217....2% MIN 2% MIN 2% MIN 2% MIN 1.2268" / 1'-0"8" / 1'-0"1OPEN TO BELOW3A6.074A6.078" / 1'-0"8" / 1'-0"111.2104' - 0"1.3141.2271.2271.2271.2291.2281.2161.2161.2161' - 2 5/8"EXISTING WALLNEW WALLNOT INCLUDED IN CONTRACT2162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:KEYNOTESLEGENDSPROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONSAs indicatedGLIDEWELL RESIDENCE REMODELA1.22CONSTRUCTIONPLAN LEVEL 22300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/20193/16" = 1'-0"1LEVEL 2 CONSTRUCTION PLAN1.210 MECHANICAL EQUIPMENT. SEE MEP DRAWINGS1.211 NEW GUARDRAIL MIN 36" HEIGHT1.214 NEW OUTDOOR PATIO WITH TILE FLOORING. MAINTAINMINIMUM 2% SLOPE1.215 BUILT-UP ROOFING SYSTEM, PROVIDE MIN. 2% SLOPE.SEE DTL 2/A7.021.216 ROOF DRAIN. SEE SPECS1.217 NEW CLASS "A" FLAT TILE TO MATCH EXISTING. RT-1.SEE SPECS.1.221 NEW EXTERIOR GUTTER. PAINTED TO MATCH EXISTINGHOUSE1.222 BOUNDARY OF EXISTING PATIO. PROVIDE EXPANSIONJOINT1.226 EXISTING ROOF TO REMAIN1.227 NEW ROOF GUTTER1.228 (E) ROOF GUTTER TO REMAIN1.229 NEW EXHAUST FAN1.310 EXHAUST FANS DUCTS. SEE MEP DRAWINGS1.314 KITCHEN ROOF ACCESS 2A3.11E83GBC5D41A3.13710A629F1T1T2T3T4T5TATBN.I.C1A3.15T0.9T0.7TA.13TA.24TA.15TA.25TA.31TA.7TA-5TA-1T4.8T5.4T5.5T6TB-1TB-2TB-3T1.2T1.6T2.9T4.11A3.14SEE ANNOTATION IN SHEET A1.22 - LEVEL 2 CONSTRUCTION PLANSEE ANNOTATION IN SHEET A1.22 - LEVEL 2 CONSTRUCTION PLANSEE ANNOTATION IN SHEET A1.22 - LEVEL 2 CONSTRUCTION PLANSEE ANNOTATION IN SHEET A1.22 - LEVEL 2 CONSTRUCTION PLAN1A3.16SEE INTERSKY DRAWING SET34' -4"OPEN TO BELOW3A6.074A6.0711112162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:KEYNOTESLEGENDSPROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONS3/16" = 1'-0"GLIDEWELL RESIDENCE REMODELA1.23ROOF PLAN2300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/20193/16" = 1'-0"1ROOF PLAN 2A3.11E83GBC5D4710A29F1A.F.F.GWB 2/1/28'-6"A.F.F.GWB8'-8"A.F.F.GWB 2/1/28'-6"A.F.F.GWB 2/1/28'-6"A.F.F.GWB 2/1/28'-6"T1T2T3T4T5TATB1A3.15T0.9T0.7TA.13TA.24TA.15TA.25TA.31TA.7TA-5TA-1T4.8T5.4T5.5T6TB-1TB-2TB-3T1.2T1.6T2.9T4.11A3.14A.F.F.GWB8'-6"A.F.F.GWB8'-6"A.F.F.GWB8'-6"A.F.F.GWB8'-6"A.F.F.GWB8'-6"A.F.F.GWB8'-0"5' - 3"5' - 0" 5' - 0" 5' - 0"31 SFAV STORAGE011181 SFSTAIR C01222 SFELEVATOREQUIPMENT RM00930 SFELEVATOR00881 SFEQUIP RM007109 SFMEN'S RR003125 SFWOMEN'S RR005391 SFTHEATER010133 SFHALLWAY00617 SFSUMP PUMP RM00415 SFSUM PUMP RM0134' - 11" 4' - 11" 4' - 11" 4' - 11" 4' - 11"5' - 9 3/8"1.3031.3041.303TYPGWB9' - 0" A.F.F1A3.16A.F.F.GWB8'-6"GWB9'-0" A.F.F4' - 11"1.3111.309A.F.F.GWB white9'-6"A.F.F.2" ceiling10'-4"A.F.F.GWB white9'-6"A.F.F.2" ceiling10'-4"2A3.15GWB10'-0" A.F.F3A6.074A6.071111OPEN TO ABOVEA.F.F.GWB 2/1/212'-9"1.303OPEN TO ABOVE11.309TYP4' - 11 3/8" 4' - 11 3/8" 4' - 11 3/8" 4' - 11 3/8"Z23Z24Z25Z31Z32Z33Z34Z35Z26Z27Z28Z18Z19Z20Z21Z22Z17Z14Z16Z15Z38Z39Z40Z29Z30Z36Z37Z41L1(64)T1(25')T1(25')T2NT2NT2NT2NT2NT2NT2NT2NT2NT2NT2NT2NT2NW1FW1F W1FL2(18)C1A1FD1FD1FD1FD1FD1FA1FA1FA1FD1FD1FD1FD1FD1FD1FD1FL8L8L8L8L8A1FD1FD1FD1FD1FA1FA1FD1FD1FD1FD1FA1FA1FA1FD1FD1FA1FA1FD1FD1FT1(25')T2NT2NT2NT2NT2NW1F W1FW1FA2FA2FA2FA2FA2FA2SA2S A2SA2SA2F A2FA2FA2FA2FA2FL9L9L9L9W1F W1FW1FW1FL9A2FA2FA2FL9A1F A1FA1FA1FD1FD1FD1FD1FD1FD1FD1FA3FZ2Z2Z2A3FA3FA3FA3FA3FA3FA3FA3FA3FA3FA3FL1(16)S1S11TYP.2TYP.89TYP.12TYP.13TYP.17TYP.K01K02SODSODSODSODSOSSDVSOSSOSL11(4)7TYP.A1FRECESSED LIGHTLINEAR LIGHTCHANDELIERWALL WASHERCAMERAPROJECTORSPEAKER - "YAMAHA" - VXC4/VXC4-VACEILING OUTLET FOR LIGHTINGEXHAUST FANSCEILING MOUNTED EMERGENCY LIGHTWALL MOUNTED EMERGENCY LIGHT2162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:KEYNOTESGENERAL NOTESLEGENDSPROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONSAs indicatedGLIDEWELL RESIDENCE REMODELA1.30REFLECTEDCEILING PLANBASEMENT2300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/20193/16" = 1'-0"1BASEMENT REFLECTED CEILING PLAN1. FOR BASEMENT LIGHTING. SEE LIGHTING CONSULTANT AND SPEC. BY THEIA LIGHTING. 1.303 DIRECTLY OPEN TO STURCTURE. NO CELIINGREQUIRED. LIGHT FIXTURES TO BE MOUNTED TO THESTRUCTURE ABOVE1.304 1/2" GROOVE LINE TO BE PAINTED GOLD ON DROPCEILING1.309 INSTALL EXHAUST FANS1.311 FRESH AIR SHAFT 2A3.11E83GBC5D41A3.13710A29F1T1T2T3T4T5TATBN.I.C1A3.15T0.9T0.7TA.13TA.24TA.15TA.25TA.31TA.7TA-5TA-1T4.8T5.4T5.5T6OPEN TO ABOVETB-1TB-2TB-3T1.2T1.6T2.9T4.11A3.14A.F.F.GWB8'-0"A.F.F.GWB8'-0"A.F.F.GWB8'-0"A.F.F.GWB9'-0"A.F.F.GWB9'-0"A.F.F.GWB8'-2"GWB14'-11" A.F.F.GWB13'-8" A.F.F.+6'-9" A.F.F. O.C. A.F.F.GWB8'-2"OPEN TO ABOVE2' - 6"TYP.1.303GWB10' -0" A.F.F.GWB10' -0" AF.F.+12'-6" A.F.F.O.C. +12'-6" A.F.F.O.C. +12'-6" A.F.F.O.C. +12'-6" A.F.F.O.C. +12'-6" A.F.F.O.C. +12'-6" A.F.F.O.C. +12'-6" A.F.F.O.C. +12'-6" A.F.F.O.C. +12'-6" A.F.F.O.C. +12'-6" A.F.F.O.C. 1.3021.3031.3031.307TYP.1.305TYP.TYP.1A3.161.3112A3.15114 SFSTAIR C107638 SFKITCHEN10217 SFMOP SINK RM10450 SFTRASH RM10328 SFELEVATORLOBBY10649 SFSTORAGE RM10876 SFSHOWER RM11076 SFSHOWER RM111108 SFLOGGIA10931 SFELEVATOR105EQ EQEQ EQEQ EQEQ EQ1.3101.31228 SF10' - 0"2' - 6" 6' - 0" 6' - 0" 6' - 0"EQEQEQEQ1.313111A4.21411.3141A.F.F.GWB8'-0"1.3091.30918 SFELECTRICAL RM112110' - 11 1/4"9' - 2 7/8"A4FA4F A4F A4FA4F A4F A4FA4F A4F A4FA4FA4FD2F D2FD2F D2FD2FD2FD2FD2FD3F D3FD3FD3FD3FD3FC5C5C5 C5C5C5W4SW4SW4SW4SD2FD2FD2FD2FD2FD2FD2FCH3 CH3 CH3CH3 CH3CH3C4D2FD2FD2FD2FD2FD2F D2FD2FD2FD2FD2FD2FD2FL13L12L14W7FW7FW7FW7FCH3CH3CH3CH3CH3CH3CH3CH3CH333334D333 3 34D3 10 3/8"12' - 4 7/8"12' - 3 3/8"6" RECESSED DOWNLIGHT REFER LIGHT TYPE #D2F ON SHEET A7.09CEILING MOUNTED PENDANT LIGHTREFER LIGHT TYPE #C4 ON SHEET A7.09WALL SCONCEREFER LIGHT TYPE #W4S ON SHEET A7.09CUSTOM WALL MOUNTED CHANDELIERREFER LIGHT TYPE #CH3 ON SHEET A7.09LED STRIP LIGHT FOR COVE LIGHTINGREFER LIGHT TYPE #L15 ON SHEET A7.0912 1/2" OUTDOOR CEILIGN LIGHT REFER LIGHT TYPE #A4F ON SHEET A7.094'X1' LINEAR LIGHTINGREFER LIGHT TYPE #L12 ON SHEET A7.092'X1' LINEAR LIGHTINGREFER LIGHT TYPE #L13 ON SHEET A7.094'X6'' LINEAR LIGHTINGREFER LIGHT TYPE #L14 ON SHEET A7.09SINGLE POLE SWITCH3-WAY SWITCH4-WAY DIMMER SWITCH34DWALL SCONCEREFER LIGHT TYPE #W7F ON SHEET A7.09WALL MOUNTED EMERGENCY LIGHTCEILING MOUNTED EMERGENCY LIGHT2162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:KEYNOTESGENERAL NOTESLEGENDSPROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONSAs indicatedGLIDEWELL RESIDENCE REMODELA1.31REFLECTEDCEILING PLANLEVEL 12300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/20193/16" = 1'-0"1LEVEL 1 REFLECTED CEILING PLAN1.302 PROVIDE COVE LIGHT FIXTURE ALONG THE PERIMETEROF THE ELEVATOR INTERIOR CAB1.303 DIRECTLY OPEN TO STURCTURE. NO CELIINGREQUIRED. LIGHT FIXTURES TO BE MOUNTED TO THESTRUCTURE ABOVE1.305 COVE UPLIGHT LIGHTING FIXTURE TO PROVIDELIGHTING ALONG THE SPANDREL WALL IN BETWEENTHE TRUSS COLUMN1.307 STRUCTURAL CLOUMN1.309 INSTALL EXHAUST FANS1.310 EXHAUST FANS DUCTS. SEE MEP DRAWINGS1.311 FRESH AIR SHAFT1.312 KITCHEN WALL HOOD1.313 ATTIC ACCESS PANEL1.314 KITCHEN ROOF ACCESS 2A3.11E83GBC5D41A3.13710A29F1T1T2T3T4T5TATBN.I.C1A3.15T0.9T0.7TA.13TA.24TA.15TA.25TA.31TA.7TA-5TA-1T4.8T5.4T5.5T6TB-1TB-2TB-3T1.2T1.6T2.9T4.11A3.14+20'-10" A.F.F.+20'-10" A.F.F.+26' A.F.F.+19'-9" A.F.F.+8' A.F.F.+8'-2" A.F.F.+8'-4" A.F.F.+8'-6" A.F.F.+8'-6" A.F.F.+8' A.F.F.+26' A.F.F.+26' A.F.F.+26' A.F.F.+26' A.F.F.+26' A.F.F.+ 8'-6" A.F.F. O.C.TYP1A3.162A3.15+20'-10" A.F.F.+20'-10" A.F.F.+20'-10" A.F.F.+20'-10" A.F.F.+20'-10" A.F.F.+20'-10" A.F.F.+20'-10" A.F.F.+22'-2 1/2" A.F.F.+22'-2 1/2" A.F.F.+22'-2 1/2" A.F.F.+22'-2 1/2" A.F.F.+22'-2 1/2" A.F.F.+22'-2 1/2" A.F.F.+11" A.F.F.+19'-9" A.F.F.3A6.071W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6CH3TYPCH3TYPCH1CH2CH2W5W5W5W5 W5W5W5W5 W5 W5 W5W5W5W5W5W5W5W5W5 W5 W5W5W5W5W5W5W5W5224D6" SURFACE MOUNTED DOWN LIGHT SEE W6 ON SHEET A7.09WALL MOUNTED CUSTOM LIGHTSEE CH3 ON SHEET A7.09 CUSTOM CHANDELIER SEE CH1 AND CH2 ON SHEET A7.098" SURFACE MOUNTED DOWN LIGHT SEE W5 ON SHEET A7.092-WAY SWITCH4-WAY DIMMER SWITCH24DWALL MOUNTED EMERGENCY LIGHTS2162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:KEYNOTESLEGENDSPROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONSAs indicatedGLIDEWELL RESIDENCE REMODELA1.32REFLECTEDCEILING PLANLEVEL 22300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/20193/16" = 1'-0"1LEVEL 2 REFLECTED CEILING PLAN JGFCIGFCIGFCIJJJGFCIGFCIGFCIJGFCIGFCIGFCIGFCIGFCIGFCIGFCIGFCIGFCIGFCIGFCIGFCI2A3.11E83GBC5D41A3.13710A629F1T1T2T3T4T5TATB1A3.15T0.9T0.7TA.13TA.24TA.15TA.25TA.31TA-5TA-1T4.8T5.4T5.5T6+45"+45"+45"+42"+42"+42"+42"3.223.23109 SFMEN'S RR003125 SFWOMEN'S RR00517 SFSUMP PUMP RM004133 SFHALLWAY00681 SFEQUIP RM00730 SFELEVATOR00822 SFELEVATOREQUIPMENT RM009594 SFBAR002181 SFSTAIR C01231 SFAV STORAGE011391 SFTHEATER0103.263.26A4.60113.213.243.24TB-1TB-2TB-3T1.2T1.6T2.9T4.11A3.1415 SFSUM PUMP RM0133.283.283.271A3.161.3113.263.26+60" OC+60" O.C3A6.074A6.071112 SFBASEMENTEGRESS WINDOW023111DUPLEX OUTLETFLOOR MOUNTED OUTLETGFCI OUTLETDATA2162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:KEYNOTESGENERAL NOTESLEGENDSPROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONSAs indicatedGLIDEWELL RESIDENCE REMODELA1.60POWER & DATAPLANBASEMENT2300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/20193/16" = 1'-0"1BASEMENT POWER & DATA PLAN1.311 FRESH AIR SHAFT3.21 ELECTRICAL/DATA FOR THE AV SYSTEMS3.22 ELECTRICAL OUTLET AT SERVICE STAIRS3.23 PROVIDE JUNCTION BOX AT WINE BOTTLE DISPLAY3.24 PROVIDE JUNCTION BOX FOR WINE CHILLER3.26 PROVIDE FLOOR MOUNTED OUTLET ON FLOOR STAGE3.27 PROVIDE OUTLET FOR UNDER COUNTERREFRIGERATOR3.28 PROVIDE OUTLET FOR WINE CHILLER1. SEE REFLECTED CEILING PLAN FOR MORE INFO ON CEILING MOUNTED EQUIPMENT. GFCIGFCIGFCIGFCIGFCIGFCIGFCIGFCIGFCIGFCIGFCIGFCIGFCIGFCIGFCIJJJJGFCIGFCIGFCIGFCIGFCIUP2A3.11E83GBC5D41A3.13710A629F1T1T2T3T4T5TATB1A3.15T0.9T0.7TA.13TA.24TA.15TA.25TA.31TA.7TA-5TA-1T4.8T5.4T5.5T6TB-1TB-2TB-3T1.2T1.6T2.9T4.11A3.143.291A3.16114 SFSTAIR C107638 SFKITCHEN10217 SFMOP SINK RM10450 SFTRASH RM10328 SFELEVATORLOBBY10649 SFSTORAGE RM10876 SFSHOWER RM11076 SFSHOWER RM11131 SFELEVATOR1051.3111.310+55" O.C.+55" O.C.+55" O.C.+55" O.C.+60" O.C.+60" O.C.+62" O.C.+62" O.C.+64" O.C.+64" O.C.+60" O.C.+60" O.C.+60" O.C.+60" O.C.+60" O.C.+60" O.C.OPEN TO BELOW3A6.074A6.0718 SFELECTRICAL RM11211111DUPLEX OUTLETFLOOR MOUNTED OUTLETDATA OUTLET2162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:KEYNOTESLEGENDSPROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONSAs indicatedGLIDEWELL RESIDENCE REMODELA1.61POWER & DATAPLAN LEVEL 12300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/20193/16" = 1'-0"1LEVEL 1 POWER & DATA PLAN1.310 EXHAUST FANS DUCTS. SEE MEP DRAWINGS1.311 FRESH AIR SHAFT3.29 RELOCATED ELECTRICAL PANEL DNDN2A3.11E83GBC5D41A3.13710A29F1T1T2T3T4T5TATB1A3.15T0.9T0.7TA.13TA.24TA.15TA.25TA.31TA.7TA-5TA-1T4.8T5.4T5.5T6TB-1TB-2TB-3T1.2T1.6T2.9T4.11A3.14OPEN TO BELOW1A3.16OPEN TO BELOW3A6.074A6.07111DUPLEX OUTLETFLOOR MOUNTED OUTLETDATA2162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:KEYNOTESLEGENDSPROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONSAs indicatedGLIDEWELL RESIDENCE REMODELA1.62POWER & DATAPLAN LEVEL 22300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/20193/16" = 1'-0"1_LEVEL 2 POWER & DATA PLAN LEVEL 10"LEVEL 210'-11"1A3.138' - 0"LEVEL 0-1'-0"12' - 0"4A6.061A3.16TOP OF CUPOLA34'-4"23' - 10 3/4"24' - 4 1/2"8" 1'-0"8" 1'-0"5 5/8" 1'-0"8" 1'-0"8" 1'-0"111113A6.07114' - 8"RT-1ST-1ST-1(98.75)1134' - 2 1/2"(64.5) -ESTABLISHED GRADELEVEL 10"LEVEL 210'-11"BASEMENT-14'-6"2A3.11LEVEL 0-1'-0"3A6.03TOP OF CUPOLA34'-4"13' - 8"25' - 4 3/4"14A6.071RT-1ST-1(98.75)(64.5) -ESTABLISHED GRADE34' - 2 1/2"11HATCH SYMBOLIZES EXISTING BUILDING CODE:NAME: SAXONY 900 SLATEMANUFACTURER: BORAL ROOFINGTYPE: STANDARD WEIGHTNUMBER: 1FACS6031SIZE: 17" X 13"TILE COLOR: LA TERRA BLENDRT-1RT-1ROOF TILECODE:NAME: COMMERCIAL GRADE - QUIKRETE STUCCOCONTACT: WWW.HOMEDEPOT.COMSIZE: 80LBST-1ST-1STUCCO2162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:PROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONSAs indicatedGLIDEWELL RESIDENCE REMODELA2.10NORTH & EASTELEVATION2300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/20193/16" = 1'-0"1NORTH ELEVATION3/16" = 1'-0"2EAST ELEVATION LEVEL 10"LEVEL 210'-11"2A3.113A6.01LEVEL 0-1'-0"3A6.033A6.067' - 9"7' - 7"TOP OF CUPOLA34'-4"23' - 8"14' - 2"8" 1'-0"8" 1'-0"5 5/8" 1'-0"5 5/8" 1'-0"14A6.071RT-1ST-11ST-111(98.75)(64.5) -ESTABLISHED GRADE34' - 2 1/2"LEVEL 10"LEVEL 210'-11"BASEMENT-14'-6"LEVEL 0-1'-0"TOP OF CUPOLA34'-4"23' - 5"8" 1'-0"8" 1'-0"13A6.071RT-1ST-111(98.75)(64.5) -ESTABLISHED GRADE34' - 2 1/2"HATCH SYMBOLIZES EXISTING BUILDING CODE:NAME: SAXONY 900 SLATEMANUFACTURER: BORAL ROOFINGTYPE: STANDARD WEIGHTNUMBER: 1FACS6031SIZE: 17" X 13"TILE COLOR: LA TERRA BLENDRT-1RT-1ROOF TILECODE:NAME: COMMERCIAL GRADE - QUIKRETE STUCCOCONTACT: WWW.HOMEDEPOT.COMSIZE: 80LBST-1ST-1STUCCO2162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:PROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONS1/4" = 1'-0"GLIDEWELL RESIDENCE REMODELA2.11WESTELEVATION &SOUTHELEVATION2300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/20191/4" = 1'-0"1WEST ELEVATION1/4" = 1'-0"2SOUTH ELEVATION OF POOL LOGGIA EGBCD1A3.13AFTATB8"37' - 0"8"2A3.159' - 6 1/4"TA.13TA.24TA.15TA.25TA.31TA.7TA-5TA-1TB-1TB-2TB-39' - 6 1/4"1' - 2"6' - 0"8' - 0"POOL WALL (DEFERRED SUBMITTAL)POOL WATER LINEPOOL FLOOR (DEFERRED FUTURE SUBMITTAL)A7.031A7.0021A3.16A7.0226' - 8"A7.032A7.0013' - 5 3/4"1' - 1"8' - 6"8' - 1 3/4"8" 1'-0"8" 1'-0"8" 1'-0"5 5/8" 1'-0"111113A6.07119' - 0"10' - 6"4' - 3 1/2"2162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:PROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONS1/4" = 1'-0"GLIDEWELL RESIDENCE REMODELA3.11SECTION2300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/20191/4" = 1'-0"2SECTION 01 LEVEL 10"LEVEL 210'-11"BASEMENT-14'-6"2A3.118354710291T1T2T3T4T58' - 6"LEVEL 0-1'-0"1/8" / 1'-0"9' - 10"3A6.03T0.9T0.7T4.8T5.4T5.5T6T1.2T1.6T2.9T4.1A7.012A7.025A7.0111' - 8 3/8"TOP OF CUPOLA34'-4"10' - 4"4A6.0718' - 8"3' - 9 1/8"37' - 11"14' - 8"5' - 4"9' - 0"2162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:PROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONS1/4" = 1'-0"GLIDEWELL RESIDENCE REMODELA3.12SECTION2300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/20191/4" = 1'-0"2SECTION 02 LEVEL 10"LEVEL 210'-11"BASEMENT-14'-6"2A3.1183547106291T1T2T3T4T55' - 0"2' - 0"3' - 0"2' - 0"LEVEL 0-1'-0"1A3.15CURTAIN WALL GLASS SYSTEM AND TRUSS STRUCTURE BY INTERSKY5 1/2"-1'-0"0"1/8" / 1'-0"T0.9T0.7T4.8T5.4T5.5T6T1.2T1.6T2.9T4.1A7.002SIM8' - 6"TOP OF CUPOLA34'-4"2162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:PROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONS1/4" = 1'-0"GLIDEWELL RESIDENCE REMODELA3.13SECTION2300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/20191/4" = 1'-0"1SECTION 03 LEVEL 10"LEVEL 210'-11"LEVEL 321'-8"BASEMENT-14'-6"EGBCD1A3.13AFTATB2A3.15LEVEL 0-1'-0"TA.13TA.24TA.15TA.25TA.31TA.7TA-5TA-1TB-1TB-2TB-38' - 6"8' - 0"6' - 0"23' - 10 3/4"8' - 1 3/4"5' - 4 1/4"1A3.161' - 7"10 1/2"A7.0511' - 9 7/8"TOP OF CUPOLA34'-4"3' - 5 3/4"2' - 1 1/8"1' - 11 3/8"A7.022SIM8" 1'-0"8" 1'-0"8" 1'-0"8" 1'-0"111111VENTILATIONROOF ACCESS DOOR119' - 0"A7.032SIM2162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:PROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONS1/4" = 1'-0"GLIDEWELL RESIDENCE REMODELA3.14SECTION2300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/20191/4" = 1'-0"1SECTION 04 LEVEL 10"LEVEL 210'-11"BASEMENT-14'-6"NEW ROOF DECK14'-0"EGDFTBLEVEL 0-1'-0"1/2" / 1'-0"5' - 0"25' - 5"8" 1'-0"10' - 5"A7.024A7.0215' - 0"11114' - 0"LEVEL 10"LEVEL 210'-11"BASEMENT-14'-6"NEW ROOF DECK14'-0"354621T3LEVEL 0-1'-0"1A3.1413' - 2 3/8"8' - 6"8' - 6"5' - 0"19"2162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:PROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONS1/4" = 1'-0"GLIDEWELL RESIDENCE REMODELA3.15SECTION2300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/20191/4" = 1'-0"1_SECTION 071/4" = 1'-0"2SECTION 06 LEVEL 10"LEVEL 210'-11"BASEMENT-14'-6"2A3.11LEVEL 0-1'-0"1A3.153A6.037' - 11 1/4"TOP OF CUPOLA34'-4"8" 1'-0"14A6.078" 1'-0"110' - 6"2' - 1 1/8"8' - 6 5/8"112162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:PROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONS1/4" = 1'-0"GLIDEWELL RESIDENCE REMODELA3.16SECTION2300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/20191/4" = 1'-0"1SECTION 08 E3G5D444.5 CU. FT. REFRIGERATOR FREEZER 3 COMPATRMENTSINK62B5.145B5.1411B5.1413B5.147B5.149B5.141B5.1443210126B5.148FA2.102T1T2T3TB638 SFKITCHEN10217 SFMOP SINK RM10450 SFTRASH RM10328 SFELEVATORLOBBY10631 SFELEVATOR10514' - 7" 2' - 3 1/4" 6' - 11 3/4" 5' - 8"29' - 6"30' - 0"T0.9T0.7T1.6A6.062NEW HOSE BIBRAMPHOOD OVERHEAD SEE SPECS A0.13B2B21118 SFELECTRICAL RM112EXISTING WALLNEW WALLNOT INCLUDED IN CONTRACT2162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:KEYNOTESLEGENDSPROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONSAs indicatedGLIDEWELL RESIDENCE REMODELA4.212ENL PLANKITCHEN2300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/20191/2" = 1'-0"1ENL KITCHEN PLAN 3BC547A111AT1T2T3T4T0.7TA-5TA-1T4.83' - 9 1/2"12' - 11"5' - 4 7/8"6' - 2 1/4"6' - 2 1/4"2' - 2 1/4"12' - 5 5/8"10' - 11 1/4"TB-1TB-2TB-3T1.2T1.6T2.9T4.110' - 11 7/8"10' - 11 7/8"10' - 8 3/4"10' - 8 3/4"10' - 8 3/4"108109110A5' - 6"1' - 4 3/8"76 SFSHOWER RM11076 SFSHOWER RM11149 SFSTORAGE RM108108 SFLOGGIA1091107A6.0326' - 5"2162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:PROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONS1/2" = 1'-0"GLIDEWELL RESIDENCE REMODELA4.213ENL PLANPOOL LOGGIA2300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/20191/2" = 1'-0"1ENL PLAN POOL LOGGIA 2A3.11E83C5D41A3.1371029T1T2T3T4T5TATB1A3.15T0.9T0.7TA.13TA.24TA.15TA.25TA.31TA.7TA-5TA-1T4.8T5.4T5.5T61A3.14SPANDREL BOUNDARIES54' - 1 3/8"6' - 3 3/8"114 SFSTAIR C10749 SFSTORAGE RM108108 SFLOGGIA10976 SFSHOWER RM11076 SFSHOWER RM11112162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:KEYNOTESGENERAL NOTESLEGENDSPROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONS1/4" = 1'-0"GLIDEWELL RESIDENCE REMODELA4.214ENL RCPLOGGIA ANDSOLARIUM2300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/20191/4" = 1'-0"1ENL REFLECTED CEILING PLAN SOLARIUM AND LOGGIA1 JGFCIGFCIGFCIGFCIJGFCIGFCIGFCIGFCIGFCIGFCIGFCIGFCIGFCIGFCIGFCICD21TATBT0.9T0.7TA.13TA.24TA.15TA.25TA.31TA.7TRASHVICE MAKERGLASS STORAGEBEER TAPSODA TAPUNDER COUNTER GLASS STORAGEICE MAKERDISHWASHERTRASHWINE CHILLERUNDER COUNTER REFRIGERATORWINE CHILLERCOFFEE/TEA MAKERTVTV+60" O.C.+60" O.C.2162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:PROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONS1/2" = 1'-0"GLIDEWELL RESIDENCE REMODELA4.601ENL PLANBASEMENTBARPOWER/DATA2300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/20191/2" = 1'-0"1BASEMENT ENL POWER & DATA PLAN DNDNDN2524232221201918171615141312111098765252423222120191817161514131211UPUP109876543212524232221201918171615141312112524232221201918171615141312118CT5TA3A6.02TA.7TA-5TA-1T4.8T5.4T5.5STAIR B3' - 10"3' - 8 1/8"MIN.3' - 0"6' - 0 1/8"6' - 6"E8CD109T5TATB3A6.013A6.02TA.31TA.7TA-5TA-1T4.8T5.4T5.5T624' - 0 1/4"7' - 1 7/8"BALCONY OVERHEADSPANDREL OVERHEADSTAIR ASTAIR BTYP.11"4' - 2 1/2"4' - 3 3/8"6' - 0 7/8"1/8" / 1'-0"3' - 7 3/4"8CD109T5TATB3A6.01TA.31TA.7TA-1T4.8T5.4T5.5T6R 7'-8"R 7'-6"R 12'-2"STAIR AFLOOR OPENING ABOVE6' - 6 5/8"1' - 8"13' - 11 7/8"2162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:PROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONSAs indicatedGLIDEWELL RESIDENCE REMODELA6.00ENL PLANS -STAIRS A & B2300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/20191/4" = 1'-0"3STAIR B ENLARGED PLAN - LEVEL 21/4" = 1'-0"2STAIR A & B ENLARGED PLAN - LEVEL 13/8" = 1'-0"1STAIR A ENLARGED PLAN - LEVEL BASEMENT LEVEL 10"BASEMENT-14'-6"87109T4T53A6.01T4.8T5.4T5.5T61/8" / 1'-0"LEVEL 10"BASEMENT-14'-6"TA.31TA.72162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:PROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONS3/8" = 1'-0"GLIDEWELL RESIDENCE REMODELA6.01STAIR ASECTIONS &ELEVATIONS2300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/20193/8" = 1'-0"1STAIR A SECTION 012STAIR A - 3D VIEW 13/8" = 1'-0"3STAIR A SECTION 024STAIR A 3D VIEW 2 LEVEL 10"LEVEL 210'-11"8T51/8" / 1'-0"T4.8T5.4T5.52A6.04LEVEL 10"LEVEL 210'-11"8T5BRASS METAL HANDRAIL WITH GLASS1/8" / 1'-0"T4.8T5.4T5.54A6.072A6.04LEVEL 10"LEVEL 210'-11"CTALEVEL 0-1'-0"TA-5TA-13' - 5 5/8"2162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:PROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONS3/8" = 1'-0"GLIDEWELL RESIDENCE REMODELA6.02STAIR BSECTIONS &ELEVATIONS2300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/20193/8" = 1'-0"3STAIR B SECTION 023/8" = 1'-0"1STAIR B SECTION 014STAIR B - 3D VIEW 012STAIR B - 3D VIEW 026STAIR B - 3D VIEW 33/8" = 1'-0"5STAIR B SECTION 03 UP9876543212019181716151413121110DNDN2019181716151413121125 24 23 22 213C54T1TA3A6.03TA-5TA-1T1.24A6.039' - 5 7/8"8' - 5"9 1/2"1 1/2"-14'-6"A6A63C542T1TA3A6.03T0.7TA-5TA-1T1.24A6.034' - 1 7/8"5' - 0 1/8"12' - 10 1/2"8' - 10"-6"-2'-10"3' - 8"4' - 2 3/8"9 1/2"B6B6B6A6A612A6.052A6.053A6.05LEVEL 10"LEVEL 210'-11"BASEMENT-14'-6"CTALEVEL 0-1'-0"11' - 3 7/8"7' - 9"2' - 1"4' - 5"12' - 11"TA-5TA-111' - 8"7' - 2"1A6.052LEVEL 10"BASEMENT-14'-6"CTALEVEL 0-1'-0"TA-5TA-111' - 8"2' - 3 3/4"13' - 11 3/4"7' - 9 1/8"8' - 6 1/4"7' - 0"1A6.0512162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:PROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONS3/8" = 1'-0"GLIDEWELL RESIDENCE REMODELA6.03STAIR C -PLANS &SECTIONS2300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/20193/8" = 1'-0"1BASEMENT STAIR PLAN3/8" = 1'-0"2LEVEL 1 STAIRS PLAN3/8" = 1'-0"3STAIR C - SECTION 13/8" = 1'-0"4STAIR C - SECTION 25STAIR C - 3D VIEW 16STAIR C - 3D VIEW 21 1/4" THICK TEMPERED GLASSMTL HANDRAIL POST W/ BRASS FINISHMETAL GUARDRAIL BRASS PAINTED1-3/4" x 1/2" FLAT BAR BEYOND 3' - 6"3' - 0"1' - 0"SECOND FLOOR BALCONY PODIUMTILE FINISH SEE FINISH PLANMORTARMETAL POST EMBEDED INTO CONCRETE SLABMIN 3", WITH EPOXY 2"2"(4) LB600 LAG BOLTSPER PLATE3 3/4"2162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:PROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONS3" = 1'-0"GLIDEWELL RESIDENCE REMODELA6.04STAIRSDETAILS2300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/20193" = 1'-0"2STAIR B ELEVATION3" = 1'-0"1RAILING DETAIL @ STAIR B 3' - 4"4' - 0"ø 3"11"11"5 5/8"3' - 3 3/4"A6.0531 1/2"FACE OF GYPSUM BD AT NEW WALL1 1/2" DIA. OAK HANDRAIL MOUNTED ON 1"X1" STEEL TUBE TYP. 2 1/2"1/2" DIA STEEL ROD 2 1/4"CL.3" x 3" x 1/4" STEEL MOUNTING PLATE WITH EASED EDGES WITH (2) COUNTERSUNK ANCHORS ON EITHER SIDE OF ROD2x6 SOLID BLOCKING AS REQ'D FOR RAIL MOUNTING IN GYPSUM BD WALL ASSEMBLY AT HANDRAIL ENDS, PROVIDE SHARP 90 DEG. RETURN TO WALL WITH CLEARANCE2162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:PROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONSAs indicatedGLIDEWELL RESIDENCE REMODELA6.05STAIRSDETAILS2300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/20191 1/2" = 1'-0"1GUARDRAIL DETAIL @ EXIT STAIR1 1/2" = 1'-0"2RAILING DETAIL @ EXIT STAIR3" = 1'-0"3HANDRAIL DETAIL @ EXIT STAIR LEVEL 10"LEVEL 210'-11"BASEMENT-14'-6"EDTBLEVEL 0-1'-0"4A6.06LEVEL 10"LEVEL 210'-11"BASEMENT-14'-6"3542T1T2LEVEL 0-1'-0"T0.7T1.6ELEVATOR DOOR ACCESIBLE TO BOTH SIDES AND TO ACCOMODATE FLOOR DIFFERENCE8' - 0"13' - 5 3/4"KITCHENELEVATOR LOBBY14' - 6 1/4"29' - 0"1' - 0"13' - 11 3/4"10' - 0"8' - 8"E35D4T1TB3' - 8"5' - 11 3/4"5' - 8 3/4"5' - 2"3A6.064A6.0630 SFELEVATOR00822 SFELEVATOREQUIPMENT RM0093' - 0"E3542T1T0.9T0.73A6.064A6.065' - 2"5' - 9 1/4"31 SFELEVATOR10528 SFELEVATORLOBBY1062162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:PROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONS3/8" = 1'-0"GLIDEWELL RESIDENCE REMODELA6.06ELEVATORSECTIONS &ELEVATIONS2300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/20193/8" = 1'-0"3ELEVATOR SECTION 13/8" = 1'-0"4ELEVATOR SECTION 23/8" = 1'-0"1ELEVATOR - BASEMENT PLAN3/8" = 1'-0"2ELEVATOR ENLARGED PLAN - LEVEL 1 LEVEL 10"LEVEL 210'-11"LEVEL 321'-8"BASEMENT-14'-6"87T4T5LEVEL 0-1'-0"T4.8T4.13' - 8"5' - 2"1' - 0 3/8"18' - 0"1' - 0"LEVEL 10"LEVEL 210'-11"BASEMENT-14'-6"LEVEL 0-1'-0"TA-512' - 3 5/8"3' - 6"1' - 0"3' - 0"87T5TA-5T4.8T4.13A6.074A6.073' - 0"3' - 6"5' - 0"3' - 6"18T5TA-5T4.83A6.074A6.07OPEN TO BELOW2162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:PROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONS3/8" = 1'-0"GLIDEWELL RESIDENCE REMODELA6.07BASEMENTEGRESSWINDOWPLANS &SECTIONS2300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/20193/8" = 1'-0"3BASEMENT EGRESS WINDOW SECTION 13/8" = 1'-0"4BASEMENT EGRESS WINDOW SECTION 213/8" = 1'-0"1BASEMENT EGRESS WINDOW ENL PLAN3/8" = 1'-0"2LEVEL 1 EGRESS WINDOW FOR ALL COLUMN TRUSSES SEE INTERSKY DRAWINGS(E) FINISH TO REMAIN(E) SILL PLATE W/ ANCHOR BOLT, SEE STRUCT.(E) INSULATION(N) DRYWALL O/ (E) WALL FRAMINGSTONE FINISH (SEE OWNER) O/ MORTAR BASE O/ WATERPROOF MEMBRABE (SEE SPECS) O/ CONC. SLAB. SEE STR DWG.(E) FOUNDATION TO REMAINCONCRETE FOUNDATION WALL PER STR.CELLULOSE FIBER BOARD OVER SURFACESAGAINST WHICH BACK FILL WILL PLACEDCONC. RETAINING WALL SYSTEM. SEE STR. DWGS & SPECS.PROTECTO UNIVERSALWATER BASED PRIMER OVERCONC. WALL2 1/2" FURRING STUDW/ BATT INSULATION @ CONC. WALLPAINTED DRYWALL WHERE OCCUR, TYP. (V.W.O)GYP. BD. CEILINGSEE CEILING PLANJIFFY SEAL 140/60FOUNDATION W.P. MEMBRANCEUP TO WEEP SCREEDDELTA DRAIN BOARDADHERE TO OUTER FACE OF 140/60 WITHOUT THE USE OF FASTENERS1" AIR SPACE - TYP.4" DRAINAGE PIPE - INSTALL PER MFR SPECS.FOUNDATION - SEE STR DWGS.BACK FILL - TYP.CONSULT A WATERRPOFFING SPECIALIST TO REVIEW AND ADVISE ON ALL WATER PROOFING DETAILS AND INSTALLATIONS TYPICAL. SEE SPECS.CCW-MIRASTOP WATERSTOPAQUA DRAIN 100 BDCAISSON & LAGGIN PER SHORING DWGS.FIN. FLR. WHERE OCCURSCONC. SLAB @ BASEMENT SEE STR. DWGS.1" AIR SPACE - TYP2162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:PROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONS3" = 1'-0"GLIDEWELL RESIDENCE REMODELA7.00FLOORDETAILS2300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/20193" = 1'-0"2WALL DTL @ RETAINING WALL3" = 1'-0"1FLOOR DTL @ FOUNDATION (E) WALL TO REMAINSTEEL BEAMFLOOR TILE1 1/2" MORTAR BEDREINFORCINGFLOOR SUBSTRATE1/8"SIMPSON B HANGERSCONT FILLER MEMBERCONNECTED TO STR BEAMTYP.BLOCKING(E) SUBSTRATE(E) FLOOR TO REMAIN8"1"2"1/2" THICK GLASSPOST W/ BRASS FINISH EMBEDED INTO FLOORINGTILE FINISH SEE FINISH PLANMORTAR BED MIN 11/2" PAINTED DRYWALLCONTINUOUS LED LIGHT PTD DRYWALLPTD WOOD MULLIONPTD WOOD MULLION2' - 0"CONTINUOUS LED LIGHT 3 1/2"(4) LB600 LAG BOLTSPER PLATE3 3/4"CRL 1 1/2"∅SCHEDULE 40PIPE RAILINGRB50F SERIESFITTINGS. OTHERFITTINGS AVAILABLE6"36 7/16" GLASS HEIGHT1 3/4"4"3 5/8"3' - 6"1' - 0 1/4"2162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:PROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONS3" = 1'-0"GLIDEWELL RESIDENCE REMODELA7.01FLOORDETAILS2300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/20193" = 1'-0"1FLOOR DTL @ LEVEL 2 BALCONY3" = 1'-0"2FLOOR DTL @ LEVEL 2 RAILING 9"PLYWOOD SHEATINGEXTERIOR STUCCOWEEP SCREEDROOF FLASHINGROOF MEMBRANEBASE SHEETSLOPEROOF INSULATION3/4 PLYWOOD SHEATINGROOF BEYOND8 3/8"RIDGE CAPBLOCKINGROOF FLASHINGROOF BEYONDROOF FASCIACAULKINGMTL FLASHING CONT. ON BLDG PAPERSHINGLE ROOF TO MATCH (E)WATERPROOFING MEMBRANE3/4" PLYWOODFRAMING. SEE STRUCTURAL DWG.EXTERIOR SOFFIT BOARDEXTERIOR CEMENT PLASTER ON METAL LATH ON BUILDING PAPER(E) ROOF(E) GUTTER(E) ROOF FASCIANEW GLASS ROOF AND GLASS ROOF'S STURTUREBY INTERSKY2162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:PROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONS3" = 1'-0"GLIDEWELL RESIDENCE REMODELA7.02ROOF DETAILS2300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/20193" = 1'-0"2ROOF DTL @ POOL LOGGIA3" = 1'-0"1ROOF DTL @ EQUIPMENT CLEARANCE3" = 1'-0"4ROOF DTL @ KITCHEN3" = 1'-0"5ROOF DTL @ LEVEL 2 ROOF 2' - 0"MIN4"WINDOW SILL BY INTERSKY 0.05" FORMED ALL CLOSURE2X8 2x6ROOFING BASE FLASHINGEXPANSION JOINT COVERWATER BARRIERSHEATING OVER FRAMINGROOF FRAMING PER STR DWGTYP.2X WOOD FRAMING5 1/4"2X WOOD FRAMINGPTD. GYP. BD. CEILING.SEE CEILING PLANROOF FASCIATO BE PAINTEDWHITE (PT-1) TO MATCH(E) HOUSE. TYP.4"2162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:PROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONS3" = 1'-0"GLIDEWELL RESIDENCE REMODELA7.03ROOF DETAILS2300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/20193" = 1'-0"1ROOF GUTTER DTL @ KITCHEN/ SOLARIUM3" = 1'-0"2ROOF DTL @ LOGGIA TORSIONSPRINGCROSS TEE @SPACING HANGER WIRE4 1/4"1" AIR SPACE1"CORNER REINFORCEMENTPTD GYP BD CEILINGUPLIGHT PER LIGHTING PLANJOINT TAPEPTD GYP BD CEILINGWOOD SLATS CEILING2 1/2" FURRING STUD W/BATT INSULATION @ CONCWOOD HANDRAIL1/4" THICK GLASSBEAM PER STRDOOR HEADER PER STRSLIDING FOLD DOOR BY PANDA. SEE DOOR SCHED.MILLWORK PROFILETO BE PAINTED W/ BRASSFINISH, SEE CLG PLAN2"PTD GYP CLNG BD ON MTL STUDTILE FINISH SEE FINISH PLANMORTARPTD GYP CLNG BD ON MTL STUDFU10489POST EMBEDED INTO CONCRETE SLABMIN 3", WITH EPOXY 2"3 1/8"1' - 0 1/8"2162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:PROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONSAs indicatedGLIDEWELL RESIDENCE REMODELA7.04CEILINGDETAILS2300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/20193" = 1'-0"1CEILING DTL @ BASEMENT BAR1 1/2" = 1'-0"3CEILING DTL @ BASEMENT STAIRS 6"3 5/8"3 5/8"TILE FINISH SEE FINISH PLANCONC BEAM PER STRUCTURAL2 1/2"PTD GYP BD CEILINGCONC. PODIUM PER STR.THIN SET MORTAR1' - 5"6"8"1 1/2" MORTAR BEDTILE FINISH SEE FINISH PLAN1 1/2" MORTAR BEDWOOD SUBSTRATE2162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:PROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONS3" = 1'-0"GLIDEWELL RESIDENCE REMODELA7.05CEILINGDETAILS2300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/20193" = 1'-0"1CEILING DTL @ BASEMENT PANEL 4" to 6"DOORFINISH FLOORTILESETTING BEDDOORFINISH FLOORTILESETTING BEDFINISHSUBFLOORFLOOR1 1/2" ADA RECESSEDDRAINAGE TRACK2"[2.00]11_2" [1.50]DRAIN33__16" [3.21]TRENCHSTD. BLACK THROWPIN FOR EVERY PANELEXECPT MAN DOOR17_8"[1.88]33_4"[3.74]1_4" [0.25]11_2" [1.52]INTERIOR13_8" [1.40]37_8"[3.88]EXTERIORFINISHSUBFLOORFLOORDUST KEEPER33_4"[3.74]1_4" [0.25]11_2" [1.52]INTERIOR17__16"[1.43]23__16"[2.16]DUST PROOF KEEPERSTD. BLACK THROWPIN FOR EVERY PANELEXECPT MAN DOOR13_8" [1.40]37_8"[3.88]EXTERIORDOORTILESETTING BEDDOOREXISTING TILESETTING BEDTILE2162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:PROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONS3" = 1'-0"GLIDEWELL RESIDENCE REMODELA7.06THRESHOLDDETAILS2300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/201913" = 1'-0"1THRESHOLD TYPE A3" = 1'-0"2THRESHOLD TYPE B3" = 1'-0"3THRESHOLD TYPE C3" = 1'-0"4THRESHOLD TYPE D3" = 1'-0"5THRESHOLD TYPE E3" = 1'-0"6THRESHOLD TYPE F LT0.00LIGHTINGGENERALNOTES2162 MICHELSON DRIVE, IRVINE, CA, 92612 TEL: (949) 222-3579 FAX: (978) 367-9437 GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copiesare the exclusive property of GlidewellDental Laboratories, OperationsDepartment. They are to be used only withrespect to this project. No part of thesedocuments can be copied, transferred orreproduced without written consent fromGlidewell Laboratories, OperationsDepartment.DRAWN BY:NO:DESCRIPTION:DATE:As indicatedGLIDEWELL RESIDENCE REMODEL 2300 MESA DRIVE, NEWPORT BEACH, CA,09/10/2018KTKTLighting Sheet ListSheetNumberSheet Name9/10/2018 - 25% CD Permit Set 12/03/2018 - 40% CD Permit SetLT0.00Lighting General NotesLT0.01Lighting ScheduleLT0.02Control Zone ScheduleLT1.20Basement Floor/Wall Lighting PlanLT1.30Basement Reflected Ceiling Lighting PlanLTx.xxLighting DetailsLTx.xxLighting DetailsLTx.xxLighting DetailsLTx.xxLighting DetailsA 1 N BSymbol1st /LetterFixture DescriptionARecessed AdjustableBBollard / PathlightDRecessed DownlightFFan / Utility DownlightGGround RecessedHTrack HeadKControl KeypadLLinear LightRRing Mount / ReceptacleSStake Mount / Surface MountTTrack / Tree Mount /TransformerUUnder WaterWWall Mount / Step LightZSpecialty / CustomFixture Type Naming Guide2nd /NumberFixture Number4th /LetterOptions3rd /LetterBeam SpreadVVery Narrow Spot 1°-9°SSpot 10°-19°NNarrow Flood 20°-34°FFlood 35°-49°WWide Flood 50°-70°1. Electrical Engineer / Electrical Contractor responsible for the following: a. Determine all voltages. b. Locate and specify all emergency lighting, photometric calculations, and circuiting necessary to meet coderequirements. c. Complete and file all necessary code compliance forms.2. Electrical Contractor & Purchasing Agent requirements: a. All light fixtures to be supplied in new condition with all necessary parts, mounting brackets, accessories andpieces for a code compliant (local and national) installation, as indicated on all lighting drawings, details, andspecifications. b. Verify all fixtures are listed with UL, ETL, or other recognized and accepted testing agency for dry, damp, or wetlocation installation as required by the local and national electrical codes. c. Provide fixtures in time for the project construction schedule. d. Contact the Lighting Designer if there are any conflicts with: i. Fixture ceiling clearances, obstructions, and finished ceiling thickness or material. ii. Specified fixture trim and ceiling compatibility. iii. Identify all fire rated and special condition ceiling situations and inform Lighting Consultant if revisions to thespecifications are required. iv. Contractor to install IC/Air-Tight & Remodel housing options where necessary and inform the LightingDesigner if an appropriate fixture housing is unavailable. e. Power Supplies: i. Verify all power supplies are local and national code compliant, recognized by UL, ETL, or other recognized andaccepted testing agency. ii. All remote power supplies shall be listed as an assembly to operate with the luminaire or be installed in aNEMA rated enclosure to meet local and national code requirements. iii. Verify fixture and power supply configuration to comply with all local and national code & energyrequirements. iv. All remote power supplies to be mounted in an accessible, concealed, dry, well-ventilated location, accordingto manufacturer recommendations and distance. v. All fixtures on a single control zone to have equal length wire to the power supply, and be fused on thesecondary side, in order to ensure equal voltage supplied to the fixtures (either 12V or 24V, as designated bythe fixture specification). f. Provide shipment, delivery, and unpack all equipment to the job site. Inspect all equipment for any damage thenstore in a safe, secure, and dry location until installation. g. Provide fees and options for Systems Integrator (SI) / Control Programming, in the bid package. h. Provide additional lamps, optics and parts as requested in the specifications, and keep them in a safe, accessiblelocation for use during the Final Aiming session. i. Verify all fixture measurements with site conditions, or millwork documents. All fixture measurements shown inthe Lighting Package are approximate.3. Submittal Requirements: a. All submittals shall be delivered as complete, full packages. Partial submittals are not allowed. b. The Architect and Lighting Designer shall approve fixture substitutions prior to bid or purchase. If non-specifiedor non-approved alternates are installed, they shall be replaced at the Contractors sole expense (includingadditional charges by other trades such as drywall, painting, etc.), with no additional cost to the Owner/Client. c. Contractor to visit the site and review all documents prior to bidding the project. i. Exact installation methods and other options for fixtures to be verified and determined prior to bidding thepackage. ii. Verify all fixture measurements with site conditions, or millwork documents. All fixture measurements shownin the Lighting Package are approximate. d. Contractor to submit complete proposals and purchase all lighting equipment in accordance with thecontstruction schedule. No substitutions will be allowed for tardy order placement. Allow up to 8-12 weeks forstandard products to arrive, 16+ weeks for custom fixtures.4. General Contractor & Electrical Contractor Requirements: a. Perform all work to comply with all local and national codes, including seismic, if applicable. If work is notcompleted in conformance with these codes, corrections shall be made to comply at the Contractor's expense. b. Adherence to all permit, code, and inspections are required. c. Scheduling of all necessary inspections. d. Contractors are to be licensed in the jurisdiction where the project is located, and capable of employing theproper labor force necessary to complete the installation as instructed by owner. e. Coordinate all rough-in, concrete pour, structural, framing, HVAC, and/or plumbing conflicts with the lightingplans prior to installation. Notify the Lighting Designer if there are any conflicts. f. Warranty/guarantee for one year after owner turnover for all materials and workmanship related to theelectrical installation, materials, devices, interfaces, fixtures, power supplies, and equipment on site. g. Make emergency warranty repairs within 24 hours of notification. h. Verify all decorative light fixture, pendant, and sconce locations prior to locating in the field. i. Provide Systems Integrator (SI) / Control Programming during Commissioning, and coordinate with the LightingDesigner for the programming of the fixtures. j. Provide a minimum of 2 Electrical Contractors for each night of the on-site during final Commissioning andAiming session with the Lighting Designer: i. Aiming to be completed during night time / dark hours of 7pm-3am, for 2 to 5 nights, or as requested by theClient at the end of the project. ii. Contractor to provide necessary equipment to reach and adjust all fixtures during these sessions, includinglifts, ladders, safety harnesses, tree climbers etc.5. Dimming Control Protocol, Abbreviation: Description: a. 0-10V: 4-wire dimming control wired to the Relay Panel. b. 2-Wire: Incandescent, Halogen, or Forward Phase dimming module. c. 3-Wire: Hot, Neutral & Protocol Control wire, special installation dimming module, verify wiring configuration with specific fixture requirements. d. DATA: Verify wiring configuration with specific fixture requirements. e. DMX: DMX cable required. f. ELV/Reverse Phase: Electronic Low Voltage, 2-wire or Reverse Phase dimming module. g. MLV/Forward Phase: Magnetic Low Voltage, 2-wire or Forward Phase dimming module. h. Non-Dim: Non-Dimming fixture ON/OFF only, wired to Relay Panel or Dimming Panel as ON/OFF load. j. TBD: Verify with final fixture selection or Manufacturer prior to wiring. k. Warm Dim 0-10V: 4-wire dimming control wired to the Relay Panel, with 2 separate control zones for CCT & Dimming. l. Zigbee Wireless: Wireless control, requires power to each fixture, verify requirements with the fixture manufacturer.6. Wall-box Switches & Dimmers, Abbreviation & Description**: a. DA: Dimmer tied to astronomic clock. b. DV: Dimmer with vacancy sensor. c. FT: Exhaust fan timer, turns fan off after 15 minutes (or as required by code). d. J: Door jamb switch, integrated into millwork, and automatically turns lights on when doors open. e. M: Motion daylight sensor. f. OD: Occuapncy dimmer. g. OS: Occupancy sensor. h. V: Switch with vacancy sensor. i. R: Fire controls (coordinated by Contractor).**ALL 3-way multiple switch dimming to be coordinated by the Electrical Contractor.7. Systems Integrator (SI) - Control Programming Requirements: a. Contractor to provide the SI in order to install, and program all dimming and controls for all lighting on the system in order to operate as designed. b. SI to project manage and provide all necessary coordination and meetings with the Owner, architect, contractors, and other consultants to provide a complete and working lighting system. c. SI to be available during Final Aiming & Programming sessions during Commissioning to fine-tune the system programming. d. SI to ensure all equipment has been tested, configured, 'burned in', and addressed prior to delivery to the site in order to ensure electrical and mechanical integrity. e. SI to coordinate final decorative fixture, pendant, and sconce specification with the control system. f. Terminate all control data connections including dimming & relay racks, control stations, data stations, ethernet network wiring, and all necessary low voltage wiring. SI shall verify that all data cables are terminated correctly and are functioning properly. g. SI to address all keypads and control stations, along with the approved naming for buttons as directed by the Owner or Lighting Designer. Engraving keypad button names are for Design Intent ONLY. .8. Lighting Control Keypad Contractor and Purchasing Agent Requirements: a. Verify style, color, and locations prior to purchase and installation. b. All exhaust fan switches to be on a 15 minute timer, or timed as code requires. c. All switches shown on drawings to be dimmers, when possible. Contractor to coordinate final load type of the fixture prior to purchasing the dimmers. d. Vacancy sensors to be used where code requires.9. Landscape Lighting Requirements: a. Landscape Transformers / Power Supplies: i. To be sized based on schematic lighting quantities and provide enough wattage for 15% more lights to be added. ii. Electrical Contractor to verify that 12V or 24V supplied to the fixture (refer to fixture specifications for the required voltage). b. All landscape lighting to be home run wired to a 6" valve j-box or transformer. Daisy chain wiring not permitted. c. All ground fixture wire connections to be completed with wet location approved silicone wire nuts. d. Each stake mount fixture to have up to 5' extra wire at the base of the fixture for field adjustments and tree growth. e. Tree mount fixture notes: i. All tree mounts are to be screwed into the hardwood of the tree (refer to lighting detail drawings), tree straps are not permitted. ii. Wire connections to be completed by soldering or butt-splice connection with waterproof heat shrink to eliminate water wicking. Lighting Shrink product recommended, refer to www.lightingshrink.com.10. Acuity Fresco FCS Architectural Lighting Control: a. System to provide complete control of basement space. b. Keypads to have all preset scenes set to astronomic clock based on each event. System to be easy to change the settings based on the event. c. All rooms with local switches are not on the Acuity Fresco FCS system, to have local dimmers, vacancy, and/or timers as indicated on the plans. d. Verify keypads/switch style, color, mounting heights, and locations prior to purchase and installation. e. All switches shown on drawings to be dimmers, when possible. Contractor to coordinate final load type of the fixture prior to purchasing the dimmers. f. Vacancy sensors to be used where code requires. g. All settings to be made prior to Owner occupation and Final Aiming session with the Lighting Designer. All settings to be revised as necessary for easy Owner interaction and comfort.Lighting General Notes LT0.01LIGHTINGSCHEDULE2162 MICHELSON DRIVE, IRVINE, CA, 92612 TEL: (949) 222-3579 FAX: (978) 367-9437 GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copiesare the exclusive property of GlidewellDental Laboratories, OperationsDepartment. They are to be used only withrespect to this project. No part of thesedocuments can be copied, transferred orreproduced without written consent fromGlidewell Laboratories, OperationsDepartment.DRAWN BY:NO:DESCRIPTION:DATE:As indicatedGLIDEWELL RESIDENCE REMODEL 2300 MESA DRIVE, NEWPORT BEACH, CA,09/10/2018KTKTLighting Schedule LT0.02LIGHTING ZONE/PROGRAMMINGSCHEDULE2162 MICHELSON DRIVE, IRVINE, CA, 92612 TEL: (949) 222-3579 FAX: (978) 367-9437 GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copiesare the exclusive property of GlidewellDental Laboratories, OperationsDepartment. They are to be used only withrespect to this project. No part of thesedocuments can be copied, transferred orreproduced without written consent fromGlidewell Laboratories, OperationsDepartment.DRAWN BY:NO:DESCRIPTION:DATE:As indicatedGLIDEWELL RESIDENCE REMODEL 2300 MESA DRIVE, NEWPORT BEACH, CA,09/10/2018KTKTLighting Zone/Programming Schedule UPDNDNE83GBC5D4710A6231 SFAV STORAGE011189 SFSTAIR C01223 SFELEVATOREQUIPMENT RM00931 SFELEVATOR00892 SFEQUIP RM007117 SFMEN'S RR003135 SFWOMEN'S RR0059F1T1T2T3T4T5TATB396 SFTHEATER010612 SFBAR002126 SFHALLWAY00619 SFSUMP PUMP RM004T0.9T0.7TA.13TA.24TA.15TA.25TA.31TA.7TA-5TA-1T4.8T5.4T5.5T6TB-1TB-2TB-3T1.2T1.6T2.9T4.117 SFSUM PUMP RM013W2W2L3L3L3L3L3L3L4(28)L5L6L10L4(4)L7(10)W3W3L11(4)L11(4)L11(4)L11(4)L7(10)Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1C3C3C3C3C3C3C3C33Z06L3A(2)K01K02SODSODSODSODSOSSDVZ07Z01Z02Z03Z04Z08SOSP(4)L4P(8)L4P(1)L5P(2)L6P(2)L10P(3) L7P(3) L7P(2) L11P(1) L11P(1) L11P(1) Z1P(1) Z1Z09Z10SOSZ05Z114A4B51067TYP.11TYP.14TYP.15TYP.16TYP.SOSLT1.20BASEMENTFLOOR/WALLLIGHTING PLAN 3/16" = 1'-0"1BASEMENT CONSTRUCTION - FLOOR/WALL LIGHTING PLANA. Not every keynote will be used on all plans.B. Remote power supplies to be in a concealed, wellventilated, accessible location within manufacturerrecommended distances. Electrical Contractor to ensurevoltage at the source is 12V or 24V as necessary determinedby the fixture voltage. The Power Supply symbolor Transformer symbol does not represent thelocation. Contractor to verify locations with LightingDesigner prior to locating in the field.C. All locations and mounting heights of decorative lights,pendants, and sconces to be verified prior to J-Boxinstallation.Bar top of beam mounted linear uplight, linevoltage LED tape light, refer to detail 1/LTX.XX.Basement center cove uplight, line voltage LEDquick connect light, refer to detail 2/LTX.XX.Back bar uplight for sunburst detail, line voltageLED quick connect light, refer to detail 3/LTX.XX.Back bar bottle display uplight, low voltage LEDlinear light, refer to detail 4A/LTX.XX.Bar top glowing backlight, low voltage LED linearlight, refer to detail 4B.LTX.XX.Bar service area work downlight facing towardbacksplash of sink area, low voltage LED linearlight, refer to detail 5/LTX.XX.Bar kick stand light integrated into foot rest, lowvoltage LED linear light, refer to detail 6.LTX.XX.Wine rack shelf downlights on each shelf, lowvoltage LED linear light, refer to detail 7/LTX.XX.Wine rack cabinet linear downlight above headerof millwork, line voltage linear LED with quickconnects, refer to detail 8/LTX.XX.BOH utility linear LED downlight, surface mountedor suspended with chain mounting, refer to detail9/LTX.XX.Bar die downlight, low voltage LED linear light,refer to detail 10/LTX.XX.Wall recessed halo light for millwork wall detail,low voltage LED linear light, refer to detail11/LTX.XX.Theatrical surface mount track located in ceilingcove build out, refer to detail 12/LTX.XX.Beam mounted LED adjustable downlight, mountedto beam recessed j-box with canopy, refer to detail13/LTX.XX.Stair well wall mounted indirect uplight, to bemounted above door jamb and without equipmentconflict, refer to detail 14/LTX.XX.Wall recessed step light mounted as high as stageplatform construction allows, fixture fits instandard j-box, refer to detail 15/LTX.XX.Stair railing post integrated step downlight, refer todetail 16/LTX.XX.Removable disco ball with rotation control, laser,and height adjustment through lighting controls, allequipment connections to be covered by hatch inceiling for clean ceiling when not in use, refer todetail LTX.XX.1234A4B567891011121314151617PTKEYNOTES2162 MICHELSON DRIVE, IRVINE, CA, 92612 TEL: (949) 222-3579 FAX: (978) 367-9437 GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copiesare the exclusive property of GlidewellDental Laboratories, OperationsDepartment. They are to be used only withrespect to this project. No part of thesedocuments can be copied, transferred orreproduced without written consent fromGlidewell Laboratories, OperationsDepartment.DRAWN BY:NO:DESCRIPTION:DATE:As indicatedGLIDEWELL RESIDENCE REMODEL 2300 MESA DRIVE, NEWPORT BEACH, CA,09/10/2018KTKT K01K02SODSODSODSODSOSSDVSOSSOSSOSE83GBC5D4710A29F1T1T2T3T4T5TATBT0.9T0.7TA.13TA.24TA.15TA.25TA.31TA.7TA-5TA-1T4.8T5.4T5.5T6TB-1TB-2TB-3T1.2T1.6T2.9T4.1BEAM #85' - 3"5' - 0"5' - 0"5' - 0"31 SFAV STORAGE011189 SFSTAIR C01223 SFELEVATOREQUIPMENT RM00931 SFELEVATOR00892 SFEQUIP RM007117 SFMEN'S RR003135 SFWOMEN'S RR005396 SFTHEATER010126 SFHALLWAY00619 SFSUMP PUMP RM00417 SFSUM PUMP RM0134' - 11"4' - 11"4' - 11"4' - 11"4' - 11"4' - 11 3/8"4' - 11 3/8"4' - 11 3/8"4' - 11 1/2"5' - 9 3/8"TYPGWB9' - 0" A.F.FGWB8' - 6" A.F.F4' - 11"1' - 0"GWB10'-0" A.F.FL1(64)T1(25')T1(25')T2NT2NT2NT2NT2NT2NT2NT2NT2NT2NT2NT2NT2NW1FW1FW1FL2(18)C1A1FD1FD1FD1FD1FD1FA1FA1FA1FD1FD1FD1FD1FD1FD1FD1FL8L8L8L8L8A1FD1FD1FD1FD1FA1FA1FD1FD1FD1FD1FA1FA1FA1FD1FD1FA1FA1FD1FD1FT1(25')T2NT2NT2NT2NT2NW1FW1FW1FA2FA2FA2FA2FA2FA2SA2SA2SA2SA2FA2FA2FA2FA2FA2FL9L9L9L9W1FW1FW1FW1FL9A2FA2FA2FL9A1FA1FA1FA1FD1FD1FD1FD1FD1FD1FD1FA3FC21TYP.Z23Z2Z2Z2Z24Z25Z31Z32Z33Z34Z35Z26Z27Z28Z18Z19Z20Z21Z22Z17Z14Z16Z15Z38Z39Z40Z29Z30Z36Z372TYP.89TYP.12TYP.13TYP.17TYP.A3FA3FA3FA3FA3FA3FA3FA3FA3FA3FA3FL1(16)Z41S1S1L9LT1.30 3/16" = 1'-0"1A. Not every keynote will be used on all plans.B. Remote power supplies to be in a concealed, wellventilated, accessible location within manufacturerrecommended distances. Electrical Contractor to ensurevoltage at the source is 12V or 24V as necessary determinedby the fixture voltage. The Power Supply symbolor Transformer symbol does not represent thelocation. Contractor to verify locations with LightingDesigner prior to locating in the field.C. All locations and mounting heights of decorative lights,pendants, and sconces to be verified prior to J-Boxinstallation.Bar top of beam mounted linear uplight, linevoltage LED tape light, refer to detail 1/LTX.XX.Basement center cove uplight, line voltage LEDquick connect light, refer to detail 2/LTX.XX.Back bar uplight for sunburst detail, line voltageLED quick connect light, refer to detail 3/LTX.XX.Back bar bottle display uplight, low voltage LEDlinear light, refer to detail 4A/LTX.XX.Bar top glowing backlight, low voltage LED linearlight, refer to detail 4B.LTX.XX.Bar service area work downlight facing towardbacksplash of sink area, low voltage LED linearlight, refer to detail 5/LTX.XX.Bar kick stand light integrated into foot rest, lowvoltage LED linear light, refer to detail 6.LTX.XX.Wine rack shelf downlights on each shelf, lowvoltage LED linear light, refer to detail 7/LTX.XX.Wine rack cabinet linear downlight above headerof millwork, line voltage linear LED with quickconnects, refer to detail 8/LTX.XX.BOH utility linear LED downlight, surface mountedor suspended with chain mounting, refer to detail9/LTX.XX.Bar die downlight, low voltage LED linear light,refer to detail 10/LTX.XX.Wall recessed halo light for millwork wall detail,low voltage LED linear light, refer to detail11/LTX.XX.Theatrical surface mount track located in ceilingcove build out, refer to detail 12/LTX.XX.Beam mounted LED adjustable downlight, mountedto beam recessed j-box with canopy, refer to detail13/LTX.XX.Stair well wall mounted indirect uplight, to bemounted above door jamb and without equipmentconflict, refer to detail 14/LTX.XX.Wall recessed step light mounted as high as stageplatform construction allows, fixture fits instandard j-box, refer to detail 15/LTX.XX.Stair railing post integrated step downlight, refer todetail 16/LTX.XX.Removable disco ball with rotation control, laser,and height adjustment through lighting controls, allequipment connections to be covered by hatch inceiling for clean ceiling when not in use, refer todetail LTX.XX.1234A4B567891011121314151617PTKEYNOTESBASEMENTREFECTEDCEILINGLIGHTING PLANBASEMENT CONSTRUCTION - REFLECTED CEILING LIGHTING PLAN2162 MICHELSON DRIVE, IRVINE, CA, 92612 TEL: (949) 222-3579 FAX: (978) 367-9437 GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copiesare the exclusive property of GlidewellDental Laboratories, OperationsDepartment. They are to be used only withrespect to this project. No part of thesedocuments can be copied, transferred orreproduced without written consent fromGlidewell Laboratories, OperationsDepartment.DRAWN BY:NO:DESCRIPTION:DATE:As indicatedGLIDEWELL RESIDENCE REMODEL 2300 MESA DRIVE, NEWPORT BEACH, CA,09/10/2018KTKT IMAGE LIGHT TYPE QUANTITY DESCRIPTION MANUFACTURER & PRODUCT #FINISH LIGHT SOURCE POWER SUPPLY SYSTEM WATTS VOLTAGE DIMMING PROTOCOL MINIMUM DIM. RANGE NOTESCONTACTA4FD2FCH1CH2CH4W5W6L12122912228121MONTEREY 12 1/2" W ANTIQUE BRASS OUTDOOR CELING LIGHTLAMPS PLUS#42P506" ROUND RETROFIT DOWNLIGHT. WARMDIM LED. JunoHousing: IC22LED 1400LM HousingIntegral LED Beam : 40 CCT:2700CRI:90+Delivered Lumens 700 apx Integral 10120V 0-10 v5 %CUSTOM CHANDELIER TBDTBDLSR8B EC8B 8LANTIQUE BRASSWHITELSR6B / LSRWM6B/LSRUD6B1000-4000 Lumens LED LED engine from below ceiling available in 80,90,97 CRILED engine from below ceiling available in 80,90,97 CRIMetalux32 WATTS LIGHTING SCHEDULE LEVEL 1 AND LEVEL 2CUSTOM CHANDELIER TBDTBDTBDTBDTBDTBDTBDTBDTBDTBDTBDTBDTBDTBDTBDTBDTBDTBDTBDTBDTBDTBDMINIMUM WEIGHT: 200LB/ EACHMINIMUM WEIGHT: 400LBC4 1VILLETTE CHROME LED CRYSTAL PENDANT LIGHTLAMPS PLUSSTYLE #33H19CHROMEIntegral LED CCT:3000KCRI:74+Delivered Lumens 1665 apx Integral (5) DIMMABLE 4.5 WATT MINIMUM WEIGHT: 2LBCH3 15INDOOR CUSTOM CHANDELIERTBD TBD TBD TBD TBD TBD TBD TBDOUTDOORCUSTOM CHANDELIERC5 6POSSINI EURO FAITH CHROME-CRYSTAL CEILING LIGHTSLAMPS PLUSSTYLE #9K035CHROMECANDLE BASE TYPE B BULBSIntegral TWO MAXIMUM 60 WATTD3F66" ROUND BAFFLE RETROFIT DOWNLGHT FOR WET LOCATIONSJunoHousing: IC22LED 1400LM HousingIntegral LED Beam : 40 CCT:2700CRI:90+Delivered Lumens 700 apx Integral 10 120V 0-10 v 5 %WHITEMINIMUM WEIGHT: 400LBW4S4MITZI ANGLE 15" HIGH AGED BRASS 2-LIGHT LED WALL SCONCELAMPS PLUSSTYLE #45P07Integral LED CCT:3000KCRI:90+Delivered Lumens 360 apx Integral 35 120VBRASSMINIMUM WEIGHT: 7LBL13 1Metalux32 WATTS L14 1Metalux32 WATTS WHITEWHITE8" SURFACE MOUNT CAN LIGHTS WITH 2 STAGE REFLECTOR SYSTEM6" SURFACE MOUNTED CAN FIXTURE LIGHTS WITH ROUND OR SQUARE WITH LUMEN PACKAGE RANGE FROM 1000-4000 IN FULL POWER4'X1' LIGHT WHITE FLOURESCENT WRAPAROUND FLUSHMOUNT CEILING LIGHT FIXTURE2'X1' LIGHT WHITE FLOURESCENT WRAPAROUND FLUSHMOUNT CEILING LIGHT FIXTURE4'X6" LIGHT WHITE FLOURESCENT WRAPAROUND FLUSHMOUNT CEILING LIGHT FIXTUREL15 1LED STRIP LIGHTS FOR COVE LIGHTINGW7F 4BEACON HILL COLLECTION 30 1/2"HIGH OUTDOOR WALL LIGHTLAMPS PLUS#K0858CANDELABRA BULBSSIENNA FINISH. SEEDY GLASS(3) 40 WATTS 30 1/2" H X 11" W. EXTENDS 13" FROM WALL. BACKPLATE IS 12 1/2" H X 5" WUSES CANDELABRA BASE BULBS(3) 60 WATTMINIMUM WEIGHT: 6LB12 1/2" W X 7 3/4" H11"W X 6" H2162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:PROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONS1/4" = 1'-0"GLIDEWELL RESIDENCE REMODELLT1.40LIGHTINGSCHEDULELEVEL 1 AND 22300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/2019 GENERAL REQUIREMENTS- Basement Framing Plan.- Foundation Plan.- Structural Details & Notes.- Structural Details & Notes.- General Notes & Requirements.S-1.1S-1.3S-1.2SN-1SN-3SN-2SHEET INDEXSD-2SD-1SD-1A- Top Of Slab Foundation Details- Structural Details & Notes.- Structural Details.- Roof Framing Plan & Partial Pool Foundation Plan.S-1.4SD-4SD-3- Structural Details- Structural Concrete Details.SD-6SD-5- Structural Concrete Details.- Structural Concrete Details.- Structural Conventional Foundation DetailsSD-7- Roof Framing Plan.- Retaining Wall, Shoring Details & Notes.S-RWSD-1B- Structural Mat Foundation Details & Notes.GENERAL REQUIREMENTSWork performed shall comply with the following:1.2.3.4.6.7.8.9.10.11.12.13.14.5.GLOBAL GEO-ENGINEERING, INC.1.DESIGN CRITERIASOILSSOILS REPORT NO. 7480_04, DATE: 11/15/20173.LATERAL LOADS:2.Total = 40 psfLive Load = 20 psfDead Load = 20 psfRoof Load : DESIGN LOADS:TYPICAL FLOOR/ROOF DECK/DECK SHEATHINGB.N.:10d common nails at 6" o.c.E.N.:10d common nails at 6" o.c.F.N.:10d common nails at 12" o.c.TYPICAL SLOPED/FLAT NON-ASSEMBLY ROOF SHEATHINGB.N.:8d common nail at 6" o.c.E.N.:8d common nail at 6" o.c.F.N.:8d common nail at 12" o.c.LUMBER GRADES ( U.N.O. )6x & 8x posts / beams / headers: DFL #14x posts / beams / headers: DFL #22x joists / rafters: DFL #2Studs: D.F.L. Stud Grade (up to 9'-0"), DFL #2 (taller than 9'-0")Top plates & Mud sills: DFL construction grade or better4.5.6.See structural wood note #11 for additional mud sill requirements1.2.3.SHOP DRAWINGSThese General Requirements unless otherwise noted on plans or specifications.All applicable local, State and Federal Codes, Ordinances, Laws, regulations and ProtectiveCovenants governing the site of work.Standard Specifications of ASTM as noted herein and as required by the Building Code.All work needs to be performed by qualified and experienced contractors familiar with this type ofproject.On site verification of all dimensions and conditions shall be the responsibility of the contractor andsub-contractors. Noted dimensions take precedence over scale of drawings.Engineer or architect of record is to be notified immediately by the contractor should any questionarise or any discrepancy be found pertaining to the working drawings and/or specifications.No deviations from these requirements and structural details shall be made without the writtenapproval of Gouvis Engineering Consulting Group. Approval by the inspector does not constituteauthority to deviate from plans or specifications.The design, adequacy, and safety of erection bracing, shoring, temporary supports, etc., is the soleresponsibility of the contractor, and has not been considered by the architect or engineer. Thecontractor is responsible for the stability of the structure prior to the application of all shear walls, roofand floor diaphragms, and finish materials. The contractor shall provide the necessary bracing toprovide stability prior to the application of the aforementioned materials. Observation visits to the siteby the architect or structural engineer shall not imply the assumption of any responsibility in thisregard. The builder has requested, contracted with and is compensating Gouvis Engineering ConsultingGroup for the limited services of providing the minimum structural engineering drawings required,when combined with the other builders' consultants drawings, to obtain a building permit for thisproject. These drawings are not intended to, nor do they detail all conditions, identify all materials, ordefine or limit the scope of work required to complete the project. The builder has requested,accepted, and represented that the he will select all materials and manufacturers, qualify and selectall installers, direct all ways and means of construction, and provide all subcontractors additionalinformation, above and beyond these drawings, required to complete the project in conformance withall governing agencies and the work will meet or exceed accepted industry standards.Special inspection per Building Code Sec.1704 is required & applies to the types of work indicated onsheet SN-1B/SN-1C (Note: Special inspectors qualification and responsibilities should comply withBuilding Code Section 1701 Requirements.)Structural analysis for this project is done per applicable Building Code at the time of designconsidering standard of care.Upon completion of above by the engineer & prior to start of construction, contractor is responsible tocheck all dimensions, coordinate with the work of other consultants & other trades to ensurecompliance with his/her requirements.Foundation engineering has been predicated on data and recommendations contained in the soilsreport by:This report is considered part of the calculations and construction documents and is to be adhered toin all of its recommendations and requirements. Verify minimum foundation depth, width, reinforcingsteel and additional expansive soil requirements with valid soils report and if they are any morerestrictive, then they shall supersede the Gouvis Engineering Consulting Group minimums.Use ring or screw shank nails and glue sheathing to framing using adhesives meeting APAspecification AFG-01 or ASTM D3498. Apply glue in accordance with manufacturer'srecommendations.As an alternate to 10d common nails, the following fastners can be used: Grabber plywood screws(ICC-ER-5280), or Simpson Strong-Tie quick drive screws (ICC-ER-1472), min 2" long @ 6" o.c. B.S.,@ 6" o.c. E.S. and 12" o.c. F.S.*Note: All structural rated panels must be stamped by one of the following approved agencies, APA,PFS/TECO or Pittsburg.15/32" APA rated sheathing Exp 1 with a min. panel index of 32/16.Refer to NER 108 for installation and conditions of use.Sufficient copies of shop drawings for any member or product designed by entity other than GouvisEngineering Consulting Group shall be submitted to Gouvis Engineering Consulting Group prior tofabrication for review. Contractor shall submit shop drawings of reinforcement for concrete masonrywalls, concrete components with compressive strength more than 2500 psi and structural steel toGouvis Engineering Consulting Group to review and obtain approval prior to fabrication. ShopDrawings shall be original drawings prepared for the project specific information, drawn accurately toscale. Direct copies and modified reproductions of the Contract Documents will not be accepted.Allow sufficient time from the receipt of complete submittal for review and processing by GouvisEngineering Consulting Group.Review of shop drawings by Gouvis Engineering Consulting Group does not relieve the engineerresponsible for the design or the contractor from compliance with Building Code.Gouvis Engineering Consulting Groups review of the shop drawings consists of checking generalconformance with structural drawings. Design accuracy of such product, dimensions and quantity ofthe product is not reviewed by Gouvis Engineering Consulting Group.23/32" APA rated Sturd-I-Floor T&G Exp I with min. span rating of 24" o.c.Refer to NER 108 for installation and conditions of useBuilding Code - CBC 2016In case of conflict, the more stringent requirement shall govern.110CWind Speed:Wind Exposure:Site Class =D1.3110.4680.8740.571Seismic Design Category:DSeismic Importance Factor (I) =1.0S1 :SD1 :SDS :SS :15.Gouvis Engineering shall have no liability for waterproofing or moisture transmission issues, whetherrelated to concrete slabs, footings, foundations, or otherwise. Owner and Contractor shall be entirelyresponsible for such issues, and will defend and indemnify Gouvis Engineering against all such claims.Structural Observation is required for structures greater than two stories above grade plane andassigned to Seismic Design Category "E". Contractor/Owner must contact Gouvis Engineering toschedule observations as needed basis prior to specific stage of that phase.Total = 50 psfLive Load = 20 psfDead Load = 30 psfFlat Roof Load (Mech. Units):Kitchen & Pool Loggia :Total = 90 psfLive Load = 60 psfDead Load = 30 psfBalcony ( Infront Of Solarium) :Total = 60 psfLive Load = 40 psfDead Load = 20 psfConcrete Podium :STRUCTURAL STEEL1.GENERALMATERIALS2.3.5.Steel pipe shall conform to ASTM A53, Grade B (Fy=35 ksi).Rectangular and square HSS tubing shall conform, to ASTM A500, Grade B (Fy=46 ksi).6.WELDS9.7.All structural steel materials and construction shall conform to the requirements specified in BuildingCode, Chapter 22 & Reference.Steel shall be primed with a rust resistance primer & should conform to ASTM A36 (fy=36 ksi) as aminimum, unless otherwise noted. All W shapes to be ASTM A992. (fy=50 ksi)All structural welding procedures and materials shall conform to Building Code, Section 2204.1. Allwelding shall be by the shield metal arc welding process or the submerged arc welding process usingE7OXX-low hydrogen electrodes, unless otherwise noted.All bolts for connections of steel members shall conform to Building Code, Section 2204.2 & ASTMA325N, unless otherwise noted. Holes for bolts should be drilled or punched & shall be 1/16" largerthan bolt diameter.All shop welding and fabrication must be done in a shop approved by a special inspection agencywhich is approved by the Building Official. All field welding must be performed by a certified welderand a special inspector shall continuously inspect all structural field welding. Both shall be approvedby the Building Official.4.Round HSS tubing shall conform to ASTM A500 Grade B ( Fy=42 ksi )8.Prefabricated steel moment frames per manufacturer. Steel moment frame manufacturer shall submitshop drawing, design calculations, and approved moment frame test report (ICC, IAMPO, or test perAppendix S of AISC SEISMIC PROVISION) to GOUVIS ENGINEERING for review.REINFORCED CONCRETE1.2.GENERALMATERIALS3.Concrete aggregates shall conform to Building Code Section 1903.CONCRETE MASONRY1.GENERALSTRENGTHSPECIAL INSPECTIONBENDR= 5(d) FOR #14 THRU #18LAP SPLICESTIRRUPTIE OR HOOKMADE COLD- ALL BENDS SHALL BE 67,5583$/7%(1'6- PUT CROSSTIE W/ EACHD= 4(d) FOR #3 THRU #5D= 6(d) FOR #6 THRU #8NOTES:CROSSTIE MEMBER BELOW, EXCLUDE CONCRETE IS CAST IN THE THAN 12 INCHES OF FRESH BARS SO PLACED THAT MORE FOR TOP BARS (HORIZONTAL * INCREASE LENGTH BY 30% WIRE TIE END WALLS)48(d) MASONRY (U.N.O.)48(d) * IN CONCRETE%(1'8(d)RR= 4(d) FOR #9 THRU #11R= 3(d) FOR #3 THRU #82 1/2" MIN.8(d)%(1'R8.9.STRENGTH7.10.11.Min. concrete cover for reinforcing:a- Concrete, placed against earth not formed - 3"b- Concrete formed or troweled - 2"c- Walls and curbs - 1 1/2"d- Slab on grade - at center9.Dowels shall be equal in size and spacing.4.6.All concrete masonry materials and construction shall be in accordance with Building Code,Chapter 21.The specified compressive strength of masonry, f'm, shall be 2000 psi, unless noted otherwise.Special inspection for concrete masonry construction shall be carried out in accordance with BuildingCode Section 1704 and requirements in Special Inspection tables on sheet SN-1. Masonrycompressive strength, f'm shall be verified by Unit strength method or Prism test method prior to andduring construction as described in Building Code, Section 2105.All reinforced concrete materials and construction shall conform to Building Code, chapter 19.Cement shall conform to Section 1903 of Building Code and shall correspond to that on which theselection of concrete proportions were based.Portland cement shall be Type I or II conforming to ASTM C150. For concrete in contact with soilcontaining sulfate So4E\ZHLJKWXVH7\SH,,FHPHQWFRQWDLQLQJVXOIDWH6R4E\ZHLJKWuseType V cement. Weight percentage of So4 shall be per soils report.Refer to Section 1904 of the Building Code for special exposure conditions as required by soilsengineer & see corrosion engineer's recommendations for concrete exposed to corrosive elements.Reinforcing steel shall conform to ASTM A615. Grade 40 for sizes #3 and Grade 60 for sizes #4 andlarger.The (28 days) concrete compressive strength, f'c, shall be min 2500 psi U.N.O.Special inspection is required for concrete with f'c > 2500 psi unless the use of concrete withf'c > 2500 psi is solely for item #8 above.All reinforcing, dowels, holdowns, and other inserts shall be secured in position and approved by thelocal building official prior to the pouring of any concrete.5.2.MATERIALS3.4.6.7.5.All materials making up finished concrete masonry construction shall conform to standards requiredby Building Code Sec. 2103.Grade N concrete bricks are for use as architectural veneer and facing, limited to in exterior walls.Grade S concrete bricks are for general use where moderate strength and resistance to frost actionand moisture penetration is required.Concrete masonry units shall conform to ASTM C90 for load bearing concrete masonry units.Concrete brick shall conform to ASTM C55, Specifications for Concrete Building Brick.Grout shall comply with Article 2.2 & 2.6B of TMS 602-13/ACI 530.1-13/ASCE 6-13 and shall attain aminimum compression strength at 28 days of 2000 psi or the required compression, f'm, whichever isgreater. The compressive strength of grout shall be determined in accordance with ASTM C-1019.Mortar shall be type M or S as applicable and conforming with ASTM C270 and shall be proportionedper Article 2.1 & 2.6A of Specification for Masonry Structures (TMS 602-13/ACI 530.1-13/ASCE 6-13).8.The (28 days) concrete compressive strength, f'c, for concrete in contact with soil with weightpercentage of sulfate (So4VKDOOEHSVLDQGZLWKZHLJKWSHUFHQWDJHRIVXOIDWH6R4shall be 4500 psi. Special inspection is not required.DEFERRED APPROVAL:3.4.1.Elements of structure that are marked "by others" shall be excluded from this work permit.General contractor shall first submit separate drawings for the above elements to the EOR for theirreview and if approved, then submit to the building officials for their review and approval.City approval shall be obtained prior to installation of element subjected to deferred approval.2.Elevator hoist beam, Guide rail and Supporting brackets, See item 8 under Misc. for more info.2.3.14.13.4.5.6.7.8.10.9.Floor slab shall be poured level to 1/8" in 10'.12.15.16.11.Admixtures in concrete mix. containing calcium chlorides shall not be used.17.18.20.19.21.23.22.1.2.4.3.MISCELLANEOUSPrior to the contractor requesting a Building Department foundationinspection, the soil engineer shall advise the building official in writing that:a. The building pad was prepared in accordance with the soil report.b. The utility trenches have been properly backfilled and compactedc. The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report.All grade beams shall be poured monolithically for their entire length.a. Do not walk on slab until 24 hours after concrete has been poured.b. Begin wall framing 4-5 days after concrete poured.c. Begin roof/floor framing 7-10 days after concrete poured.d. Do not load roof prior to 14 days after concrete poured.SHEET ROCK ON FRAMING5.5/8" : 16 individual 4x10 sheets (8 pairs of sheets)1/2" : 20 individual 4x10 sheets (10 pairs of sheets))RULQWHULRUQRQVKHDUZDOOVXVH6LPSVRQ3+1:VHULHVSLQVZLWKDSHQHWUDWLRQRILQWRslab at 16" O.C. to be installed in accordance with ICC ESR-2138. Actual slab thickness to beminimum 4". All interior shear walls to have A.Bs. per foundation plan.All holdowns and post anchors to be installed according to most current Simpson Strong Tiespecifications and requirements of ICC-ER reports & shall be tied in place prior to foundationinspection. Dimensions are not furnished to Simpson holdowns. It is the responsibility of thecontractor's superintendent, the framing contractor and the concrete contractor to locate theseanchors in the exact location. Refer to details for proper installation.Min. concrete width to be 8" for receiving PA, HPA & STHD's. Verify locations of holdowns andanchor bolts with rough framing to assure accurate installation.Provide #3 X 24" dowel at 24" o.c. and 12" from the corner at all concrete stoops and porches.Provide min. (1) #4 reinforcing for electrical ground, location to be verified with the electricalcontractor.Verify min. foundation depth, width, reinforcing steel and additional expansive soil requirements withvalid soils report and if more stringent, they shall supersede the above minimum requirements. Seenote #7 under reinforced concrete for concrete strength.Footings shall be examined and certified in writing by the project soil/geology engineer prior toinspection and placement of concrete.Concrete shall be to the strength and slump as specified per structural design, and consist ofPortland cement ASTM C-150 Type V per soils engineer's recommendations and Building Codesection 1904.1 (ACI 318 section 19.3.2.1) when exposed to sulfate containing solutions. Aggregatesshall be per ASTM C-33. Water to be clean and potable.Placement shall be in one continuous operation unless otherwise specified. Slab surface shall becured with 'Hunts' compound or equal or cured with other methods in accordance with goodconstruction practice at contractor's option.Contractor shall dampen slab underlayment of sand/membrane just prior to concrete placement toassist uniform concrete curing. Slabs must not be poured during or immediately after rainstorms. Thespecified sand over visqueen should not be saturated at the time of the concrete pour. Any freewater trapped in the sand layer must be removed prior to the concrete pour.The bottoms of footing excavations shall be level, clean and free of loose material or water whenconcrete is placed. Over excavation shall be filled with concrete or properly compacted fill that hasbeen tested and approved by the soils engineer. Backfill shall not be placed until supportingfoundations, walls and slab have attained sufficient strength to support lateral soil pressure.Concrete placement shall be monolithic in one continuous operation uniformly placed and must bevibrated and well consolidated unless shown otherwise on plans. Dual pour is defined by ACI as towhen 1st. & 2nd. pour can not be vibrated together.Requirements for pre-saturation of subgrade soils and daylight setback of exterior footings from anydescending slope shall comply with soil report recommendations.Finish grade around the perimeter of slab shall be constructed such that rain and irrigation water isdrained away from the slab.All site and pad preparation, such as but not limited to shading, compacting of the fill, pre-saturation,and concrete slab base preparation, shall be performed in accordance with the soil engineer'srecommendation and soils report.Foundation drawings prepared by Gouvis Engineering Consulting Group reflect the structuralrequirements. Refer to architectural plans for dimensions, depressions, slope, shelves, patios,stoops and porches not shown in foundation drawings. Accuracy of the dimensions and final fit ofthe building shall be reviewed by the architect and the contractor prior to construction.Waiting period for concrete slabs-on-grade prior to start of construction is as follows:No pipes or conduits shall extend under isolated column footing or under continuous wall footingsunless specifically detailed or approved by the architect, structural engineer and the building official.The contractor shall arrange for observation of the work by the soils engineer. The following arerequirements of the soils engineer:a. All footing excavations shall be inspected and certified in compliance with the soils report by thesoil engineer prior to placing of concrete or steel.b. Soil conditions, including compacting and moisture content, shall be inspected and certified to bein compliance with the soil report by the soils engineer prior to placing of concrete or steel.c. A certificate of compliance shall be submitted to the building official prior to his foundationinspection and to the architect and structural engineer.Grout under base plates shall be non-shrink type and shall have compressive strength equal to orgreater than the concrete or masonry supporting it.All reinforcing to be accurately and securely located prior to pouring concrete or grouting masonry.All horizontal reinforcement to have matching dowels at corners of walls. All vertical reinforcementto have matching dowels to footing, unless otherwise noted.Stacked sheet rock loading shall be limited to the following quantities in any one room:The shoring of the floor supporting stacked sheet rock is required if the number of sheet rockexceeds the quantities listed above.6.Automatic sprinkler system specification & details by others7.The contractor is responsible for taking measures to mitigate the effects of building shrinkage instructures consisting of 3 or more stories of wood framed construction. As an alternate, use MC-15studs for top plates, sole plates and conventional joists (No I-Joist): The lower 3 levels of 5 story bldgs. The lower 2 levels of 4 story bldgs. The lower first level of 3 story bldgs.8.Structural information as Beams, Columns, Posts, Guiderails, Hoist Beams, Foundation Pits, etc.shown on structural drawings related to roof/floor system of elevator's hoistways and machinerooms are preliminary and may be changed or items added once we are provided with elevatorsubmittals.17.18.All ledgers shall be spliced with ST22 strap, unless noted otherwise.19.26.27.28.Total load and live load vertical deflections for roof member shall be limited to max. L/240, and L/36029.30.32.33.34.35.Building Code 2308.5.1 balloon framed walls (non-bearing) stud heights:- 2x4's @ 16" o.c. maximum 14'-0" height- 2x6's @ 16" o.c. maximum 20'-0" heightTruss manufacturer is responsible for: a. providing additional shear and drag trusses as shown on the framing plans.31.c. meet the profile as indicated in the drawings. 24.25.MINIMUM QUALITY1.2.3.4.5.6.FRAMING9.10.12.13.14.15.16.8.Do not bend the Simpson PA straps.7.11.20.21.22.23.3 1/23 1/4 X .1483 X 0.14816d Common(16d Sinker)12d Common10d CommonORANGEX .162GREENPURPLE3 1/4 X .1312 1/2 X .1312 3/8 X .113COLOR CHART FOR DIAMETER16d Short8d Common8d CoolerFASTENERBLACKBLUEYELLOWCOLORS8d COMMON8d SINKER / / 10d COMMON / 16d SINKER / 16d COMMON / 10d SINKER*ACTUAL NAIL SIZESAll structural wood shall be of Douglas Fir Larch species, (19% maximum moisture content at the timeof construction U.N.O.).All machine bolts shall conform to ASTM A307. Holes for bolts should be drilled 1/16" larger than boltdiameter.For non-shear wall applications, round washers shall be used on all bolts and should conform with$16,$60(%8VHPLQ[WKLFNZDVKHUIRUEROW[WKLFNZDVKHUIRUEROWDQG[WKLFNZDVKHUIRUEROW812All nails shall be sinker nails and staggered U.N.O., except as shown in Nailing Schedule.Adhesive used to attach floor sheathing to framing elements shall conform with APA specificationAFG-01.Manufactured hardware specified on the drawings are to be Simpson Strong Tie (Unless specificallyauthorized in writing by Gouvis Engineering Consulting Group). Follow all manufacturer'srequirements & recommendations for installation & handling of the product.Fasteners specified on the drawings may be colored using manufacturer's brands that utilize the colorcoded system. Follow all code and manufacturer's requirements/recommendations for installation &handling of the products. / All framing, bracing, nailing, notching, drilling or boring shall be in accordance with Building Codeunless more stringent requirements are specified or required by the local Jurisdiction.Fabrication and handling of Glue-lam beams shall be per ANSI/AITC A 190.1 . Standard beams tobear legible APA-ENS or AITC grade stamp. An APA- EWS CRAN AITC Certificate of conformancefor glued-laminated members should be submitted to the field inspector prior to installation andGlue-lam members shall be 24F-V4, DF/DF with standard camber on roof beams except cantileverend (U.N.O.). All cantilever ends and floor beams shall have zero camber u.n.o. All beams shall befabricated using waterproof glue.Fasteners in contact with preservative treated lumber and fire retardant treated wood shall be ofhot-dipped zinc-coated galvanized steel, stainless steel, silicon bronze or copper.Exception: Plain carbon steel fasteners in sbx/dot and zinc borate preservative-treated wood in aninterior, dry environment shall be permitted.Stud walls perpendicular to a concrete or masonry wall shall be bolted to the concrete or masonrywall with 5/8" diameter x 8" A307 bolts at top, mid-height and bottom.Structural information shown on framing plans is for the main structural elements. Non-structuralelements shall be constructed per approved code requirements.Conventional light framed construction requirements of chapter 23 should be followed as required.Weight of the roof tile is considered to be 10 psf max. (total roof dead load of 19 psf). If roofingmaterial exceeds this load, the framing contractor should notify Gouvis Engineering Consulting Groupin writing prior to construction.Top plates of all wood stud walls to consist of (2) 2x's the same width as the studs U.N.O. Top platesshall lap a minimum of 48" and be spliced with not less than 6-16d nails spaced not more than 12" o.c.All shear panels shall have continuous sheathing material from one end to the other and from plateto plate as specified on the drawings. Contractor shall coordinate framing such that continuity ofshear panels is assured.All shear transfer nailing shall be per drawings, and contractor shall provide proper notification forinspections to review the same.Provide post/multiple studs at lower floor under post/multiple studs above. Each post/stud shall befastened by Gypsum Wall Board w/ 5d cooler nails @ 7" o.c. U.N.O. on plan. Provide full width anddepth compression block between floors at such locations.All joist hangers shall be Simpson U hanger, all beam hangers shall be Simpson HU hangers U.N.O.on plan or detail. Follow manufacturer's recommendations for installation.If a double sill plate is used at light-weight concrete flooring, then the framing contractor shall applysill plate nailing to both sill plates, at 16" o.c. max. or as specified per schedule.- No multiples of 2x4"s are allowed to span more than 14'-0". Bearing walls exceeding 10'-0" must bedesigned case by case.Headers: Use 4X4 for openings less than 16" at bearing walls without point loads. For non-bearingwalls use 2x4 for openings up to 3'-0" max. Use (2)2x4 for openings up to 6'-0" max. Use 4x6 foropenings up to 12'-0" max. U.N.O. (2-2x on edge can be substituted for 4x members).Approved end-jointed lumber may be used interchangeably with solid sawn members of the samespecies and grade for buildings up to 2-story. When finger jointed lumber is marked "stud use only" or"vert use only" such lumber shall be limited to use for studs only. All finger jointed lumber shouldbear a certified finger jointed lumber grade stamp.Wood truss manufacturer shall supply to the engineer and the building department calculations andshop drawings for approval of design loads, configuration (2 or 3 point bearing), and shear transfer,prior to fabrication. It shall be the responsibility of the manufacturer to obtain building departmentapproval of calculations and shop drawings prior to fabrication.Trusses shall be designed in accordance with the latest local Building Code for all loads imposed,including lateral loads and mechanical equipment loads.All connections involving trusses shall be ICC approved and of adequate strength to resist stressesdue to the loadings involved and shall be designed and specified by the truss manufacturer.Cross bridging and/or bracing shall be provided and detailed by the truss manufacturer as required toadequately brace all trusses.Truss manufacturer to provide details which allow for normal deflection without imposing lateral loadson their supports (i.e., scissors trusses).b. reviewing framing plans and structural details prior to fabrication of trusses and specifying hangers.d. design trusses for deflection compatibility of the system to avoid hump and/or sag in roof or ceiling.All trusses designed by truss manufacturer shall be designed to sustain all vertical, lateral and otherpertinent loads, including bracing of top and bottom chords, in addition to any connections related totrusses. Contractor to coordinate with truss manufacturer.All truss lumber shall be Douglas Fir Larch (U.N.O.). Roof truss lumber shall be either Douglas FirLarch or Hem-Fir. (U.N.O.)Each truss shall be legibly branded, marked or otherwise have permanently affixed thereto theSTRUCTURAL NAILSTYPE OF SIZE & U.N.O. Total load and live load vertical deflections for floor member shall be limited to max. L/360,and L/480 U.N.O.(4)(2)(1)(3)870(PLF)SHEAR2202016 CALIFORNIA BUILDING CODE (1), (3)SHEAR WALL SCHEDULEPANELTYPESHEAR8 d's10 d's@ 2" O.C.8 d's@ 2" O.C.@ 3" O.C.15/32" APAStructural Irated3/8" APArated10 d's@ 12" O.C.8 d's@ 12" O.C.8 d's@ 12" O.C.8 d's@ 4" O.C.NAILING(COMMON)EDGE8 d's@ 6" O.C.3/8" APAratedrated3/8" APASHEATHING8 d's@ 12" O.C.@ 12" O.C.8 d'sFIELD(COMMON)NAILINGSTUDS ARE SPACED @ 16" O.C. MAX. UNLESS NOTED OTHERWISE ON PLAN.PERIODIC SPECIAL INSPECTION IS REQUIRED.(4) (2)21REV. 09/10/2018(5)(6)USE CLIPS @ 6" O.C. ON SIMPSON STRONG WALL & HARDY FRAME (U.N.O.).@ 4" O.C.@ 6" O.C.@ 3" O.C.@ 2" O.C.@ 16" O.C.@ 12" O.C.@ 8" O.C.@ 6" O.C.@ 5" O.C.@ 24" O.C.@ 16" O.C.@ 12" O.C.@ 10" O.C.@ 6" O.C.SHEATHING PANEL JOINT AND SILL PLATE NAILING SHALL BE STAGGERED IN ALL CASES.PROVIDE 3" NOMINAL OR WIDER FRAMING AT ADJOINING PANEL EDGES WITH NAILS STAGGERED.USE SPACING PER SCHEDULE IF NUMBER OF FRAMING CLIPS ARE NOT SPECIFIED ON FRAMINGPLANS.FRAMING CLIPS A35's,LS50's OR LTP4's(5), (6)2 ROWSSTAGG.@ 3" O.C.(4) (2)(4) (2)(4) (2)(8)260320380410490(7)ALLOWABLE SHEAR ARE FOR STUDS SPACED @ 24" O.C. MAX.(8)SHEATHING CONFORMS TO EITHER DOC PS 1 OR PS 2 STANDARDS.(9)NAILING @ 6" O.C. WHEN STUDS ARE SPACED @ 24" O.C.(9)(7)(7)(7)3/8" APArated530640(7)(10)FOR DOUBLE SIDED SHEAR PANELS:(10)(10)(10)(10)(10)(10)(10)(10)(10)a. USE HALF THE SPACING OF SILL PLATE FASTENERS STAGGERED FOR TYPE .E86(21/<[6'66&5(:6,16&+('8/($1':,7++$/)7+(63$&,1* FOR TYPES & .345c. SEE SHEAR TRANSFER DETAIL ON PLAN FOR FRAMING CLIP TYPES AND SPACING, FOR TYPES , & .345SILL PLATE CONNECTIONSINKER16d'sSCREWSRIM BOARDLSL & DF[SDSSCREWSRIM BOARDLVL[SDS@ 14" O.C.@ 10" O.C.@ 7" O.C.@ 5" O.C.@ 4" O.C.(10)(10)(10)STRUCTURAL WOOD20. 1" BRACE TO EACH STUD AND PLATE, FACE NAIL....................................................................2-8d18. CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL.............................................................3-16d17. CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL...........................................................3-16d16. CONTINUOUS HEADER TO STUD, TOENAIL................................................................................4-8d13. TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL............................................................2-16d11. BLOCKING BETWEEN JOIST OR RAFTERS TO TOP PLATE, TOENAIL......................................3-8d SOLE PLATE TO JOIST, AT BRACED WALL PANEL.......................................(3) 16d (BOX) PER 16"6. SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL.......................................16d (BOX) AT 16" O.C.5. 2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL.................................................2-16d4. WIDER THAN 1" X 6" SUBFLOOR TO EACH JOIST, FACE NAIL..................................................3-8d3. 1" X 6" SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL.........................................................2-8d2. BRIDGING TO JOIST, TOENAIL EACH END..................................................................................2-8dNAILING SCHEDULE15. CEILING JOISTS TO PLATE, TOENAIL...........................................................................................3-8d19. RAFTER TO PLATE, TOENAIL........................................................................................................3-8d9. DOUBLE STUDS, FACE NAIL............................................................................16d (BOX) AT 24" O.C.8. STUD TO SOLE PLATE............................................................................................4-8d, TOENAIL ORCONNECTION14. CONTINUOUS HEADER, TWO PIECES.......................................................................16d AT 16" O.C.12. RIM JOIST TO TOP PLATE, TOE NAIL.............................................................................8d AT 6" O.C.10. DOUBLED TOP PLATES, FACE NAIL................................................................16d (BOX) AT 16" O.C.1. JOIST TO SILL OR GIRDER, TOENAIL...........................................................................................3-8d DOUBLE TOP PLATES, LAP SPLIC..............................................................................................8-16d7. TOP PLATE TO STUD, END NAIL.................................................................................................2-16dALONG EACH EDGENAILING3X SOLE: 2-20d (BOX)2X SOLE: 2-16dFOUNDATION1.1a. 1b. All continuous footings to have 5/8"dia. x min. 12" anchor bolts, min. 7" embedment into concretefooting at 72" o.c. unless noted otherwise on plans. One anchor bolt should be located max. 12" awayand min. 4 1/2" from the end of the sill plates. min. (2) A.Bs. per sill plate/shear panel. Sill plate undershear walls of up to 4'-0" in length must be continuous. See note 2 for sill plate fasteners at interiornon-shear walls.Anchor bolts at shear walls shall be installed with plate washers of min. 3" sq. x 0.229" thickbetween sill plate and nut. Edge(s) of plate washers shall be 1/2" max. from inside face of shearpanel(s) per conditions shown below.The hole in the plate washer is permitted to be diagonally slotted with a width of up to 3/16 inchlarger than the bolt diameter and a slot length not to exeed 1 3/4 inches, provided a standard cutwasher ( 5/8" Nominal size : 11/16" ID,1 3/4" OD , 9/64" thick ) is placed between the platewasher and the nut.1/2"MAX.1/2"MAX.EQ.SHEAR PANELWHERE OCCURSSW ANCHOR BOLTS AND PLATE WASHER ARRANGEMENTADJUST ɓ WASHERSIZES TO MEET NOTE 1aREQUIREMENTS2"EQ.2x4 SHEAR WALLS ANDALL DOUBLE SIDED SHEAR WALLSSINGLE SIDED SHEAR WALLS OF 2x6AND THICKER WALLS1/2"MAX.ɓ WASHER SIZESPER NOTE 1aNOTES: 1. COMMON NAILS SHALL BE USED (U.N.O.)22. WIDER THAN 1" X 8" SHEATHING TO EACH BEARING, FACE NAIL...........................................3-8d21. 1" X 8" SHEATHING OR LESS TO EACH BEARING, FACE NAIL..................................................3-8d20. 1" BRACE TO EACH STUD AND PLATE, FACE NAIL....................................................................2-8d25. 2" PLANKS....................................................................................................2-16d AT EACH BEARING23. BUILT-UP CORNER STUDS.........................................................................................16d AT 24" O.C.24. BUILT-UP GIRDER AND BEAMS....................................................................20d AT 32" O.C. AT TOP19. RAFTER TO PLATE, TOENAIL........................................................................................................3-8d2-20d AT ENDS AND ATEACH SPLICEAND BOTTOM AND STAGGERED2. JOIST CAN BE EITHER SAWN LUMBER OR I-JOIST PER PLANa. Identity of the company manufacturing the truss.b. The design load.c. The spacing of the trusses.CEILING JOISTS35.36.Each truss shall be legibly branded, marked or otherwise have permanently affixed thereto thefollowing information located within two feet of the center of span on the face of the bottom chord:With dead load = 6 psf max. & live load = 10 psf max., 2x4 DF#2 ceiling joists @ 16" o.c. with 9'-6"span max. and 2x6 DF#2 ceiling joists @ 16" o.c. with 15'-0" span max. unless noted otherwise onplan. Contact Gouvis Engineering for other conditions.SN-1PROJECT:ARCHITECT:DEVELOPER:LOCATION:ISSUED DATE:PLOT DATE:ENGINEER:DRAFTER:SHEET NAME:SHEET NUMBER:PROJECT NUMBER:DESCRIPTIONDATENO.REVISIONSRESTRICTIVE NOTICENOT FOR BID ORCONSTRUCTIONDATE SIGNED: 11/20/18*289,6(1*,1((5,1*&2168/7,1*GROUP INC. - ALL RIGHTS RESERVEDTHESE DESIGNS, DRAWINGS, ANDSPECIFICATIONS ARE THE EXCLUSIVE PROPERTYOF GOUVIS ENGINEERING CONSULTING'ZKhW͘d,zZd,^h:dK&KWzZ/',dEKd,Z>'>WZKdd/KE͘d,zDzUSED ONLY BY THEIR INTENDED RECIPIENT ANDONLY FOR THE PROJECT DEPICTED HEREIN. NOPART OF THESE DRAWINGS ARE TO BE COPIED,TRANSFERRED, REPRODUCED, NOR CAN THEYBE USED, IN WHOLE OR IN PART, BY ANY OTHERPERSON OR FOR ANY OTHER PROJECT ORSTRUCTURE, WITHOUT THE PRIOR EXPRESSWRITTEN CONSENT OF GOUVIS ENGINEERINGCONSULTING GROUP64613Glidewell Design Build GroupGlidewell Design Build GroupNewport BeachOrangeCA2300 Mesa Drive01/02/201811/19/2018 SPECIAL INSPECTIONSVERIFICATION& INSPECTION1. Manufacturer's certificationsavailable for fastener materials.SPECIAL INSPECTION TABLE FORSTEEL STRUCTURESQuality AssuranceReferenceStandardAISC 360-10TABLE N5.6-12. Fasteners marked in accordancewith ASTM requirements.3. Proper fasteners selected for thejoint detail (grade, type, boltlength if threads are to beexcluded from shear plane).4. Proper bolting procedureselected for joint detail.7. Proper storage provided forbolts, nuts, washers and otherfastener components.PerformedObserved5. Connecting elements, includingthe appropriate faying surfacecondition and hole preparation,if specified, meet applicablerequirements.6. Pre-installation verificationtesting by installation personnelobserved and documented forfastener assemblies andmethods used.1. Fastener assemblies, of suitablecondition, placed in all holes andwashers (if required) arepositioned as required.AISC 360-10TABLE N5.6-22. Joint brought to the snug-tightcondition prior to thepretensioning operation.3. Fastener component not turnedby the wrench prevented fromrotating.4. Fasteners are pretensioned inaccordance with the RCSCSpecification, progressingsystematically from the mostrigid point toward the freeedges.TASKS PRIOR TO BOLTINGTASKS DURING BOLTING1. Document acceptance or rejection of bolted connections.AISC 360-10TABLE N5.6-3TASKS AFTER BOLTINGVERIFICATION& INSPECTIONApplicable ASTMmaterial standards1. Material verification of cold-formed steel deck:a. Identification markings to conform to ASTM standards specified in the approved construction documents.b. Manufacturer's certified test reports.2. Inspection of welding:a. Cold-formed steel deck:SPECIAL INSPECTION TABLE FOR STEELCONSTRUCTION OTHER THAN STRUCTURAL STEELFOR THE CONSTRUCTION OF OTHER STEEL ELEMENTS OF BUILDING & STRUCTURES, ITEMSOF SPECIAL INSPECTION & VERIFICATIONS BY A SPECIAL INSPECTOR ARE REQUIRED &SUMMARIZED IN THE FOLLOWING TABLE:Periodicallyduring tasklistedNotApplicableContinuousduring tasklistedReferenceStandardb. Reinforcing steel:ACI 318:Section 3.5.21) Floor and roof deck welds.1) Verification of weldability of reinforcing steel other than ASTM A 706.2) Reinforcing steel resisting flexural and axial forces in intermediate and special moment frames, and boundary elements of special structural walls of concrete and shear reinforcement.3) Shear reinforcement.4) Other reinforcing steel.AWS D1.3AWS D1.4SPECIAL INSPECTIONSVERIFICATION& INSPECTION1. Welding procedure specifications (WPSs) available.4. Welder identification system.a. Joint preparation.6. Configuration and finish of access holes.SPECIAL INSPECTION TABLE FORSTEEL STRUCTURESFOR THE CONSTRUCTION OF STEEL ELEMENTS OF BUILDING & STRUCTURES, ITEMS OF SPECIAL INSPECTION & VERIFICATIONS BY A SPECIAL INSPECTOR ARE REQUIRED & SUMMARIZED IN THE FOLLING TABLE:Quality AssuranceReferenceStandardb. Dimensions (alignment, root opening, root face, bevel).a. Dimensions (alignment, gaps at root).c. Cleanliness (condition of steel surfaces).AISC 360-10TABLE N5.4-12. Manufacture certifications for welding consumables available.3. Material identification ( type /grade).5. Fit-up groove welds ( including joint geometry).d. Tacking (tack weld quality and location).e. Backing type and fit (if applicable).7. Fit-up of fillet welds.b. Cleanliness (condition of steel surfaces).8. Check welding equipment.PerformedObserved-1. Use of qualified welders.4. Environmental conditions.a. Wind speed within limits.b. Precipitation and temperature.g. Proper position (F, V, H, OH ).a. Settings on welding equipment.AISC 360-10TABLE N5.4-22. Control and handling of weldingconsumables.3. No welding over cracked tack welds.b. Travel speed.c. Selected welding materials.6. Welding techniques.5. WPS followed:d. Shielding gas type/ flow rate.e. Preheat applied.f. Interpass temperaturemaintained (min./ max.).a. Interpass and final cleaning.b. Each pass within profile limitations.c. Each pass meets quality requirements.1. Welds cleaned.b. Weld/ base-metal fusion.c. Crater cross section.e. Weld size.AISC 360-10TABLE N5.4-32. Size, length and location of welds.3. Welds meet visual acceptance criteria.f. Undercut.g. Porosity.8. Document acceptance orrejection of welded joint ormember.a. Crack prohibition.d. Weld profiles.4. Arc strikes.5. K-area.6. Backing removed and weld tabs removed (if required).7. Repair activities.TASKS PRIOR TO WELDINGTASKS DURING WELDINGTASKS AFTER WELDINGc. Tacking (tack weld quality and location).a. Packaging.b. Exposure control.SPECIAL INSPECTIONSEXCEPTION: CONCRETE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME WOODBUILDING OF 3-STORIES OR LESS AND THE STRUCTURAL DESIGN OF FOOTINGS ISBASED ON A SPECIFIED COMPRESSIVE STRENGTH f'c NO GREATER THAN 2500 psi.SPECIAL INSPECTION TABLE FORCONCRETE CONSTRUCTIONSPECIAL INSPECTIONS AND VERIFICATIONS BY A SPECIAL INSPECTOR ARE REQUIREDFOR CONCRETE CONSTRUCTION AND SPECIFIED IN THE FOLLOWING TABLE 1. Inspect reinforcement, includingprestressing tendons, and verify placementPERIODICSPECIALINSPECTIONCONTINUOUSSPECIALINSPECTIONReferenceStandardIBCReferenceTYPE2. Reinforcing bar welding: a. Verify weldability of reinforcing bars otherthan ASTM A 706;b. Inspect single-pass fillet welds, maximum5/16"; andc. Inspect all other welds 3. Inspect anchors post-installed in concrete. 4. Inspect anchors post-installed in hardenedconcrete members.a. Adhesive anchors installed in horizontallyor upwardly inclined orientations to resistsustained tension loads.b. Mechanical anchors and adhesiveanchors not defined in 4.a. 5. Verify use of required design mix. 6. Prior to concrete placement, fabricatespecimens for strength tests, and determinethe temperature of the concrete. 7. Inspect concrete and shotcrete placementfor proper application techniques. 8. Verify maintenance of specified curingtemperature and techniques. 9. Inspect prestressed concrete for:a. Application of prestressing forces; andb. Grouting of bonded prestressing tendons. 10. Inspect erection of precast concretemembers. 11. Verify in-situ concrete strength, prior tostressing of tendons in post-tensionedconcrete and prior to removal of shores andforms from beams and structural slabs. 12. Inspect formwork for shape, location anddimensions of the concrete member beingformed.ACI 318: 26.8ACI 318:26.10.1(b)1908.41908.101908.6,1908.7,1908.81908.9SPECIAL INSPECTION BY A SPECIAL INSPECTOR FOR THE CONSTRUCTION OF CMUSTRUCTURES ARE REQUIRED AND SPECIFIED IN THE FOLLOWING TABLE:SPECIAL INSPECTION TABLE FORCMU STRUCTURESINSPECTION TASKFREQUENCY OF INSPECTIONa. Grout space.)RU6,& )2. As masonry constructionbegins,verify that thefollowing are in compliance:a. Proportions of site preparedmortar.b. Construction of mortar joints.c. Grade and size of prestressingtendons and anchorages.3. Prior to grouting, verify thatthe following are incompliance:b. Grade, type, and size ofreinforcement and anchorbolts, and prestressingtendons and anchorages.c. Placement of reinforcement,connectors, and prestressingtendons and anchorages.d. Proportions of site-preparedgrout and prestressing grout forbonded tendons.Periodically duringtask listedContinuous duringtask listed1. Verify compliance with theapproved submittals andrequired inspection provisionsfor (Mortar mix design, Groutmix design, Material certificatesfor mortar, grout, masonry units, reinforcement, anchors, ties, and fasteners).d. Location of reinforcement,connectors, and prestressingtendons and anchorages.e. Prestressing technique.f. Properties of thin-bed mortarfor AAC masonry.4. Verify during construction.a. Size and location of structuralelementsb. Type, size and location ofanchors, including otherdetails of anchorage ofmasonry to structuralmembers, frames or otherconstruction.c. Welding of reinforcement.d. Preparation, construction, andprotection of masonry during coldZHDWKHUWHPSEHORZRUKRWZHDWKHUWHPSDERYHe. Application and measurementof presstressing forcee. Construction of mortar joints.f. Placement of grout andprestressing grout for bondedtendons is in compliance.6. Verification of f'm prior toconstruction.7. Verification of slump flow and VSI as delivered to the self-consolidating grout.5. Observe preparation of groutspecimens, mortarspecimens, and/or prisms.Art. 3.3BArt. 3.3FACI530/ASCE5/TMS 402ACI530.1/ASCE6/TMS 602Art.1.5Art.2.1, 2.6AArt.3.3BArt.2.4B, 2.4HArt.3.4, 3.6AArt.3.6BArt.2.1CArt.3.2D, 3.2FSec.1.16Art.2.4, 3.4Sec.6.1, 6.2.1,6.2.6, 6.2.7Art.3.2E, 3.4,3.6AArt.2.6B, 2.4G,1.bSec.1.2.1 (e),6.1.4.3, 6.2.1Sec.8.1.6.7.2,9.3.3.4 (c),11.3.3.4 (b)Art.1.8C, 1.8DArt.3.6BArt.3.5, 3.6CArt.1.4B.2.a.31.4B.2.b.31.4B.2.c.31.4B.31.4B.4Art.1.4BArt.1.5B.1.b.3SPECIAL INSPECTION:2.3.4.5.6.7.8.9.10.1.Site visits by the structural engineer do not constitute an inspection.TYPE12.INSPECTIONTASKContinuousPeriodicallySECTIONSec. 1705.12.2Sec. 1705.12.2Sec. 1704Sec. 1705.12.2Sec. 1705.12.3* Contact Gouvis Engineering to schedule A Special Inspection.In addition to the regular inspection the following items will also require special inspection inaccordance with Sec.1704, unless exempted by the exceptions of Sec.1704.2, of the Building CodeSoils compliance prior to the foundation inspection, post-tensioned foundation, high strength steel andconcrete.All inspections and tests shall be performed by a qualified testing agency retained by the owner.The special inspector shall be qualified and approved by the building department and acceptable tothe architect.The special inspector shall observe work assigned for conformance to the approved design drawingsand specifications.The special inspector shall furnish an inspection report to the building department, engineer andarchitect of record. Copies of the report shall be available at the job site at all times.Final reports for all inspections and testing must be provided by the special inspector. Final reportsshall document completion of all inspections and correction of all noted discrepencies.The duties of the special inspector shall be in conformance with the requirements of section 1704 ofthe latest edition of the CBC.Contractor shall be responsible for all expenses due to any premature notification of inspection whichresults in additional site visits.Failure of notification by the contractor for inspection on a timely basis may result in complete removaland replacement of all work performed at contractors expense.For special inspection of wood diaphragm and shear walls, contact Gouvis Engineering for schedule.Special inspection is required for the following items:1. Verify materials below footings areadequate to achieve the designbearing capacity per soils report.2. Verify excavations are extended toproper depth & have reachedproper material per soils report.3. Perform classification & testing ofcompacted fill materials per soilsreport.4. Verify use of proper materials,densities & lift thicknesses duringplacement & compaction ofcompacted fill per soils report.5. Prior to placement of compacted fill,inspect subgrade & verify that sitehas been prepared properly persoils report.Exception:Special inspection is not requiredduring placement of controlled fillhaving a total depth of 12 inches orless.Horizontal wooddiaphragms withedge nail spacingequal to or closerthan 4" o.c.Wood shear wallswith edge nailspacing equal to orcloser than 4" o.c.Sheathing types,grade thickness,span rating, and nailtypes, nail sizes &spacing.Sheathing types,grade thickness, wallnail types, nailingsizes and spacing.Sill nail types, sizeand spacing.Anchor bolt sizes &spacing.Holdown types &their connections toshear walls &foundation/framingWall end post sizes.Shear transferconnector types &spacing. Drag strutconnections to shearwalls.Panel types, nailing,bolting, Anchoring,wall top plate screwtypes, sizes &spacing, holddown &drag strutconnections towalls/panels.Manufactured shearwalls, Hardy panels,Simpson steel &Wood Strong walls.SPECIAL INSPECTION BY A SPECIAL INSPECTOR FOR EXISTING SITE SOIL CONDITIONS,FILL PLACEMENT & LOAD BEARING REQUIREMENTS SHALL BE PERFORMED PER THEFOLLOWING TABLE.SPECIAL INSPECTION TABLE FOR EXISTING SITESOIL CONDITIONSSPECIAL INSPECTION BY A SPECIAL INSPECTOR FOR THE CONSTRUCTION OFHORIZONTAL WOOD DIAPHRAGMS, WOOD SHEAR WALLS & MANUFACTURED SHEARWALLS ARE REQUIRED & SPECIFIED IN THE FOLLOWING TABLE:SPECIAL INSPECTION TABLE FOR WOOD *DIAPHRAGM & SHEAR WALLSPeriodicSpecial InspectionNotApplicableContinuousSpecial InspectionREFERENCEFOR CRITERIAFREQUENCY OFINSPECTIONNOTAPPLICABLEException: Special inspection for existing site soil condtions per table below is not required ifDOORZDEOHVRLOEHDULQJSUHVVXUHXVHGIRUGHVLJQLVSVIVRLOVUHSRUWLVQRWUHTXLUHGby building offical, and there is no controlled fill placement on existing building siteCBC/IBC 11.SN-1BPROJECT:ARCHITECT:DEVELOPER:LOCATION:ISSUED DATE:PLOT DATE:ENGINEER:DRAFTER:SHEET NAME:SHEET NUMBER:PROJECT NUMBER:DESCRIPTIONDATENO.REVISIONSRESTRICTIVE NOTICENOT FOR BID ORCONSTRUCTIONDATE SIGNED: 11/20/18*289,6(1*,1((5,1*&2168/7,1*GROUP INC. - ALL RIGHTS RESERVEDTHESE DESIGNS, DRAWINGS, ANDSPECIFICATIONS ARE THE EXCLUSIVE PROPERTYOF GOUVIS ENGINEERING CONSULTING'ZKhW͘d,zZd,^h:dK&KWzZ/',dEKd,Z>'>WZKdd/KE͘d,zDzUSED ONLY BY THEIR INTENDED RECIPIENT ANDONLY FOR THE PROJECT DEPICTED HEREIN. NOPART OF THESE DRAWINGS ARE TO BE COPIED,TRANSFERRED, REPRODUCED, NOR CAN THEYBE USED, IN WHOLE OR IN PART, BY ANY OTHERPERSON OR FOR ANY OTHER PROJECT ORSTRUCTURE, WITHOUT THE PRIOR EXPRESSWRITTEN CONSENT OF GOUVIS ENGINEERINGCONSULTING GROUP64613Glidewell Design Build GroupGlidewell Design Build GroupNewport BeachOrangeCA2300 Mesa Drive01/02/201811/19/2018 SN-2 TYPICAL FRAMING ELEVATIONPROJECT:ARCHITECT:DEVELOPER:LOCATION:ISSUED DATE:PLOT DATE:ENGINEER:DRAFTER:SHEET NAME:SHEET NUMBER:PROJECT NUMBER:DESCRIPTIONDATENO.REVISIONSRESTRICTIVE NOTICENOT FOR BID ORCONSTRUCTIONDATE SIGNED: 11/20/18*289,6(1*,1((5,1*&2168/7,1*GROUP INC. - ALL RIGHTS RESERVEDTHESE DESIGNS, DRAWINGS, ANDSPECIFICATIONS ARE THE EXCLUSIVE PROPERTYOF GOUVIS ENGINEERING CONSULTING'ZKhW͘d,zZd,^h:dK&KWzZ/',dEKd,Z>'>WZKdd/KE͘d,zDzUSED ONLY BY THEIR INTENDED RECIPIENT ANDONLY FOR THE PROJECT DEPICTED HEREIN. NOPART OF THESE DRAWINGS ARE TO BE COPIED,TRANSFERRED, REPRODUCED, NOR CAN THEYBE USED, IN WHOLE OR IN PART, BY ANY OTHERPERSON OR FOR ANY OTHER PROJECT ORSTRUCTURE, WITHOUT THE PRIOR EXPRESSWRITTEN CONSENT OF GOUVIS ENGINEERINGCONSULTING GROUP64613Glidewell Design Build GroupGlidewell Design Build GroupNewport BeachOrangeCA2300 Mesa Drive01/02/201811/19/2018 FIX AND ALTERNATE @ ADJOININGPANEL EDGES OF SHEAR WALLS1. EXISTING SLAB & FOOTING.2.(;,67,1*;$%SPACED PER PLAN.3. EXTEND EXISTING A.B. W/ &283/(5187 ĭ52'6TO ADD CONCRETE CURB.4.MIN. 3 1/2" WIDE X MAX. 12" TALL CURB TO BE ADDED.(f'c=2500 psi) MIN.5.USE (1) CONT. #3 BAR.6.2X STUD WALL PER PLAN.NOTE:IF NO EXISTING A.B., USE ĭ7+5($'('52'6EMBEDDED MIN. 7" INTO EXISTING CONCRETE W/ SIMPSON SET-XP EPOXY SPACED PER PLAN.MAX. @ 48" O.C. ORMINIMUM (2).EXISTING NON-SHEAR WALLOVERHANGING COMPLETELY OREXISTING FOUNDATION WALL.3/8" THICK ANGLE IRON TOSUPPORT EDGE OF WALL.HORIZONTAL LEG TO MATCHĭ:(/'('678'%2/76ĭ6,036217,7(1+'&21&SCREW ANCHORS @ 8" O.C. W/ MIN. 6" FROM CONCRETE1" MIN.CONC FOUNDATION EDGE.PARTIALLY OFF FOUNDATIONEDGE , MIN 1 1/2" & MAX. 3 1/2".OVERHANGING WALL (HORIZ.MIN. 6".@ 16" O.C.LEG MIN. 2"); VERTICAL LEGFOUNDATION EDGE.(ICC-ESR-#2713)2". MISSING/MISPLACED COL. BASE1.POST PER PLAN.SIMPSON ABU COLUMN BASETO MATCH POST SIZE.5/8" DIA. SIMPSON WEDGE ALL2.3.NOTES:- FOLLOW MFR. SPECIFICATIONSFOR INSTALLATION OF ABU - PAD FOOTING BELOW SHOULDANCHOR W/ 4 1/2" MIN.AND ANCHORAGE SYSTEM%(12025(7+$12))6(7FROM POST LOCATIONW/ SIMPSON SET EPOXY.EMBEDDED 5" INTO CONCRETE5/8" DIA. THREADED ROD 4.EMBEDMENT INTO CONCRETE@ MIDDLE OF SLAB CONDITION.SN-31.2.3.4.5.6.7.8.9.SILL PLATE NAILING1/8"2X STUD @PANEL JOINT1/2" MIN.TYP.1/8"3X STUD @PANEL JOINT1/2" MIN.TYP. MISSING OR MISPLACED A.B.2 1/4", 2X4 WALL3 1/2", 2X6 WALLREPLACEMENT ANCHORS FOR EACH MISSING ANCHOR BOLT SIMPSON SET-XP-EPOXY ADHESIVEWITH A307 GRADE C ANCHORS1-POUR OR 2-POUR W/ DOWEL(ICC ESR#2508)[EMBED.DETAIL BPROJECT:ARCHITECT:DEVELOPER:LOCATION:ISSUED DATE:PLOT DATE:ENGINEER:DRAFTER:SHEET NAME:SHEET NUMBER:PROJECT NUMBER:DESCRIPTIONDATENO.REVISIONSRESTRICTIVE NOTICENOT FOR BID ORCONSTRUCTIONDATE SIGNED: 11/20/18*289,6(1*,1((5,1*&2168/7,1*GROUP INC. - ALL RIGHTS RESERVEDTHESE DESIGNS, DRAWINGS, ANDSPECIFICATIONS ARE THE EXCLUSIVE PROPERTYOF GOUVIS ENGINEERING CONSULTING'ZKhW͘d,zZd,^h:dK&KWzZ/',dEKd,Z>'>WZKdd/KE͘d,zDzUSED ONLY BY THEIR INTENDED RECIPIENT ANDONLY FOR THE PROJECT DEPICTED HEREIN. NOPART OF THESE DRAWINGS ARE TO BE COPIED,TRANSFERRED, REPRODUCED, NOR CAN THEYBE USED, IN WHOLE OR IN PART, BY ANY OTHERPERSON OR FOR ANY OTHER PROJECT ORSTRUCTURE, WITHOUT THE PRIOR EXPRESSWRITTEN CONSENT OF GOUVIS ENGINEERINGCONSULTING GROUP64613Glidewell Design Build GroupGlidewell Design Build GroupNewport BeachOrangeCA2300 Mesa Drive01/02/201811/19/2018 UPDNDNE83GBC5D4710629F1T1T2T3T4T5TATBT0.9T0.7TA.13TA.24TA.15TA.25TA.31TA.7TA-5TA-1T4.8T5.4T5.5T6TB-19SRW9SRW8SRW8SRW9SRW8SRW8SRW8SRW8SRW8SRWTYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.21SD1A21SD1A21SD1A21SD1A21SD1A21SD1A21SD1A9SRW8SRW6X12 10SD310SD310SD3SYMBOLS LEGENDDROP IN SLAB (VERIFY PRIOR TO CONSTRUCTION)DETAIL SHEET NUMBERPAD SCHEDULESDXXPXPAD NUMBERDETAIL NUMBERFOOTINGREBARHOLDOWN NUMBERXSMAXIMUM SPACING\TOTAL MINIMUM NUMBER OF ANCHOR BOLTS EQUALLY SPACEDAS POSSIBLE. SEE GENERAL NOTES ON SN-1 SHEET(S) FOR OTHERREQUIREMENTS. FOR NON-SHEAR WALLS, MASA/MASAP MUDSILLANCHORS CAN BE USED IN LIEU OF ANCHOR BOLTS, ON A ONE TOONE BASIS, WITH END DISTANCE OF 4" MIN. PER ESR #2555.TOTAL MININIMUMNUMBEROFANCHOR BOLTSXXX'-X"SHEAR PANELHOLDOWN PERSCHEDULESMAXIMUM ACHOR BOLT SPACINGREFER TO DETAIL 10/MAT-1 FOR TYP. CONTROL JOINT.10.9.8.7.6.MAT FOUNDATION NOTES4.5.3.2.1.11.3X'-X"4X'-X"5X'-X"11. ALL WOOD I-JOISTS SHALL BE IN COMPLIANCE WITH THE PROVISIONS OF APA PRI-400,EWS-Z725B (PERFORMANCE RATED I-JOIST STANDARD) OR ASTM D5055. QUALIFIEDPRI-400, MANUFACTURED. I-JOIST CAN BE ANY OF THOSE LISTED IN THE TABLE ABOVE.FRAMING NOTES3. SHEAR WALLS CANNOT BE USED AS PLUMBING WALLS, UNLESS APPROVED BYGOUVIS ENGINEERING CONSULTING GROUP IN WRITING.4. AT DOUBLE SIDED SHEAR WALLS, POST W/E.N. PER PLAN TO RECEIVE E.N. FROMBOTH SIDES.1. REFER TO STRUCTURAL GENERAL NOTES AND DETAIL SHEETS (SN-1 & SN-2)FOR MORE INFORMATION.FRAMING SCHEDULEPOST OR TRIMMER AS NOTEDSYMBOLS LEGENDKEY NOTESXX8. ALL BEAMS SHOWN ARE DROP (U.N.O.) ON PLANS.5. WHEN MULTIPLE STUDS ARE USED INSTEAD OF A SINGLE POST, PLYWOODSHEAR WALL TO BE NAILED TO ALL STUDS RECEIVING HOLDOWNS.10. USE SIMPSON " IUS/ITS/U310 " HANGERS FOR CONNECTION OF I-JOISTS TO OTHERFRAMING MEMBERS (U.N.O.) AND " LUS " HANGERS FOR CONNECTION OF SOLID JOISTS.6. APPLY SHEAR PRIOR TO FRAMING OF PERPENDICULAR WALLS. DO NOT BREAK SHEARAT PERPENDICULAR WALL LOCATIONS UNLESS SPECIFICALLY DETAILED ON PLANS.////////////////7. ALL VERTICAL PIPES THROUGH PLATES AND/OR SOLID RIM BEAMS MUST BEDRILLED CLEAN CUT W/ 1/16" TOLERANCE. DO NOT NOTCH OR CUT PLATES.2. REFER TO DETAIL FOR TYPICAL CONNECTION AT ALL INTERIORNON-BEARING WALLS AT ROOF LEVEL.9. AS AN ALTERNATE TO USING SIMPSON PRODUCTS OTHER CONNECTORS CAN BEUSED, AS LONG AS THEIR CAPACITIES ARE EQUAL TO OR BETTER THANSIMPSON'S, AND SUBJECTED TO THE APPROVAL OFLINE OF 2X FLAT BLOCKING W/ EDGE NAIL. & CONTINUOUS CS16 STRAP OVER U.N.O.SEE PLAN FOR NUMBER OF BAYS.DRAG STRUT W/E.N.. SEE PLANS/DETAILS FOR LENGTH. SUPPORT END W/ BLK'GSHEAR PANEL LENGTH AND NUMBER.REFER TO SN-1 FOR PANEL TYPE, MIN. 2-2x4 @ EA. END.BEAM NUMBER, REFER TO GOUVIS ENGINEERING CALCULATIONSXBLOCKED FLOOR DIAPHRAGM W/ 10d's @ 4" O.C. B.N., 6" O.C. E.N. & 12" O.C. FIELD.BLOCKED ROOF DIAPHRAGM W/ 8d's @ 4" O.C. B.N., 6" O.C. E.N. & 12" O.C. FIELD.PROVIDE SOLID BLOCKINGTRUSS HANGER BY TRUSS SUPPLIERSHEAR TRUSS W/E.N. TRUSS TO TRANSFER 180 PLF MIN. (U.N.O.)DRAG TRUSS W/E.N. TRUSS TO TRANSFER 1650# FORCE MIN. (U.N.O.)CONTINUOUS FULL HT. BLKG. W/E.N. SEE PLANS FOR NUMBER OF BAYS ( U.N.O.)(1) SIMPSON TS22 FLUSH BEAM TO DROP BEAM ( U.N.O.)CONTINUOUS TIMBERSTRAND OR SPLICE PER PLAN.X1311891014561214ALIGN STUD(S) / POST(S) WITH UPPER FLOOR STUD(S) / POST(S)AND PROVIDE SOLID BLOCKING BETWEEN FLOOR( PROVIDE E.N. WHEN POST IS LOCATED WITHIN S.W. )23CONTINUOUS LINE OF BLOCKING W/ EDGE NAILUNDER SHEAR WALL ABOVE W/ (1) CS16, U.N.O.712. THE FOLLOWING BEAMS/HEADERS/RIMS CAN BE FROM ANY MANUFACTURERDIRECTION OF ROOF MEMBER PER SCHEDULE,REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'GDIRECTION OF FLOOR MEMBER PER SCHEDULE,REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'GDIRECTION OF DECK MEMBER PER SCHEDULE,REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'GDETAIL NUMBERDETAIL SHEET NUMBERKEY NOTE NUMBERBEARING WALLCALIFORNIA FRAMINGCONTINUOUS JOIST W/ E.N.XXXX'-X"PACIFICLOUISIANABOISECASCADEi LEVEL BY WEYERHAEUSERICC-ES REPORT11 7/8"MANUFACTURER14" & 16"DEPTHESR-1153ESR-1305ESR-1336ROSEBURGESR-1251RFPI-400RFPI-70RFPI-90RFPI-400RFPI-70RFPI-9014" TJI 210 I-JOISTS ( OR EQUAL ) @ 16" O.C.2 X 12 ROOF JOISTS / RAFTERS @ 16" O.C.2 X 8 ROOF JOISTS / RAFTERS @ 16" O.C.14" TJI 210 I-JOISTS ( OR EQUAL ) @ 12" O.C.3412LPI 36BCI 6000-1.8BCI 6000-1.7LPI 56LPI 56BCI 60-2.0BCI 60-2.0BCI 90-2.0TJI 210TJI 210TJI 360TJI 560TJI 360TJI 560LPI 32 PLUSN/AN/AN/ABLOCKED OPENING SEE DETAIL 15/SD21514. THE FOLLOWING TRIMMER SCHEDULE SHOULD BE USED FOR HEADERS INBEARING WALLS, U.N.O. ON THE PLAN. REQUIRED TRIMMER MUST BE APPLIED@ EACH END OF HEADER.CLEAR SPAN, L L 6'-0"6'-0" < L 10'-0" L 10'-0"2 x 42-2 x 4SEE PLAN15. FLOOR TO FLOOR HOLDOWN APPLY DETAIL AT EACH END OF SHEAR WALLPER PLAN. (2) LOCATIONS PER WALL AS SHOWN BELOW. SEE TABLE FOR TYPE &DETAIL REFFERENCE. MIN. POST SIZE IS NOTED IN THE DETAIL16. INTERIOR NON-BEARING & NON-SHEAR WALLS MAY BE FRAMED WITH 2x STUDS12. THE FOLLOWING BEAMS/HEADERS/RIMS CAN BE FROM ANY MANUFACTURERWITH CURRENT APPROVED ICC ES - EVALUATION REPORT WITH THE FOLLOWINGMECHANICAL PROPERTIES: FOR "LVL" & "PSL" BEAMS: Fb = 2900 psi (MIN), Fv = 290 psi (MIN), E = 2.0 x 106 psi (MIN). FOR "LSL" BEAMS/HEADERS: Fb = 2325 psi (MIN), Fv = 400 psi (MIN), E = 1.55 x 106 psi (MIN). FOR MANUFACTURED RIM BOARD WITH MIN 1 1/4" THICK, CONTINUOUSLYSUPPORTED BY WALL, AND MATCHES JOIST DEPTH: Fc I (PERPENDICULAR)........ = 680 psi (MIN) Fc // (PARALLEL)..................... = 1400 psi (MIN) Ft = 1075 psi (MIN), E = 1.3 x 106 psi (MIN) GLU-LAM BEAM SHALL BE 24F-V4, DF/DF Fb = 2400 psi @ BOTTOM, Fb = 1850 psi @ TOP Fv = 265 psi (MIN), E = 1.8 x 106 psi (MIN).17. TOP PLATES AT ALL ROOF FRAMING LEVELS SHOULD BE SPLICED PER U.N.O. ON PLANS.&217,18286ó´/6/5,0-2,6766+28/'%(86('$7$//)/225)5$0,1*('*(6WHERE POSSIBLE. ALL RIM BREAKS SHOULD BE SPLICED WITH A SINGLE X36"STRAP, PER U.NO. ON PLANS.13. A 4x6 (ALT. 2-2x6) HDR. SHOULD BE USED AT ALL OPENINGS IN EXTERIOR &INTERIOR BEARING WALLS U.N.O. ON PLANS. REFER TO THE FOLLOWING TABLEFOR OTHER COMMON HEADER SIZES. * 2-2 x SHALL BE PLACED ON END W/ 1/2" PLYWOOD SHIM BETWEEN. PROVIDE16d NAILS @ 16" O.C., STAGG., BOTH SIDES.H1PLAN DESIGNATIONH24 x 44 x 8HEADER SIZEALT. HEADER SIZE *2 - 2 x 42 - 2 x 8*1A / SD-3PERPLANAPPLY DETAILREFERENCE &1B / SD-31C / SD-31D / SD-3PERPLANAPPLY DETAILREFERENCE &1E / SD-3PERPLANAPPLY DETAILREFERENCE &- -- -////XX'-X"1F / SD-31G / SD-3 AT 24" O.C., MAX.PROJECT:ARCHITECT:DEVELOPER:LOCATION:ISSUED DATE:PLOT DATE:ENGINEER:DRAFTER:SHEET NAME:SHEET NUMBER:PROJECT NUMBER:DESCRIPTIONDATENO.REVISIONSRESTRICTIVE NOTICENOT FOR BID ORCONSTRUCTIONDATE SIGNED: 11/20/18*289,6(1*,1((5,1*&2168/7,1*GROUP INC. - ALL RIGHTS RESERVEDTHESE DESIGNS, DRAWINGS, ANDSPECIFICATIONS ARE THE EXCLUSIVE PROPERTYOF GOUVIS ENGINEERING CONSULTING'ZKhW͘d,zZd,^h:dK&KWzZ/',dEKd,Z>'>WZKdd/KE͘d,zDzUSED ONLY BY THEIR INTENDED RECIPIENT ANDONLY FOR THE PROJECT DEPICTED HEREIN. NOPART OF THESE DRAWINGS ARE TO BE COPIED,TRANSFERRED, REPRODUCED, NOR CAN THEYBE USED, IN WHOLE OR IN PART, BY ANY OTHERPERSON OR FOR ANY OTHER PROJECT ORSTRUCTURE, WITHOUT THE PRIOR EXPRESSWRITTEN CONSENT OF GOUVIS ENGINEERINGCONSULTING GROUP64613Glidewell Design Build GroupGlidewell Design Build GroupNewport BeachOrangeCA2300 Mesa Drive01/02/201811/19/2018S-1.1SLAB-ON-GRADE:12" THK. CONC. MAT SLAB-ON-GRADE, W/ #4 BARS @ 12" O.C. E.W. @ T.&B. (fc'=4000psi). E83GBC5D4710629F1T1T2T3T4T5TATBT0.9T0.7TA.13TA.24TA.15TA.25TA.31TA.7TA-5TA-1T4.8T5.4T5.5T6TB-14X104X104X104X104X104 X 1 0 4X10 H S S 8 X 2 X 1 / 8 7SD4HSS8X2X1/8HSS8X2X1/8HSS8X2X1/821SD421SD4CONC. BM.1/8TYP.4X104X10H S S 8 X 2 X 1 / 8 H S S 8 X 2 X 1 / 8 H S S 8 X 2 X 1 / 8 1/8TYP.1/8TYP.4X104X104X104X1010SD410SD48SD47SD48SD417SD417SD47SD48SD47SD48SD4TYP.TYP.TYP.TYP.CONC. BM.CONC. BM.CONC. BM.CONC. BM.CONC. BM.CONC. BM.CONC. BEAM CONC. BEAM CONC. BEAM CONC. BEAM CONC. BEAM 18SD318SD3HSS 8X2X1/8HSS 8X2X1/8HSS 8X2X1/812SD512SD5W12X79TYP.W12X79TYP.W12X79TYP.W12X79TYP.W12X79TYP.W12X79TYP.W12X79TYP.W12X79TYP.W12X79TYP.HSS8X2X1/81/8TYP.TYP.TYP.TYP.G.B.: 12" W X18" D W/(2) #5 T.B., #3 TIES @ 8" O.C.G.B.: 12" W X18" D W/(2) #5 T.B., #3 TIES @ 8" O.C.TYP.CONC. BEAM CONC. BEAM 16SD121SD1A21SD1ASIM.16SD1SIM.15"X18" W/(2) #5 T. & B.15"X18" W/(2) #5 T. & B.P31SD1A22SD1A2 4 " X 2 4 " CO NC . CO L . W / ( 4 ) 24"X24" CONC. COL. W/(4) 17SD117SD117SD117SD122SD1A22SD1A1SD1A8SRW23SD413SD611SD5TYP.11SD5TYP.13SD613SD610SD410SD411SD5TYP.11SD5TYP.11SD5TYP.SIMP. CBTYP.(E) CONC. SLAB ON-GRADE1SN3TYP.9SRW9SRW9SRW8SRW8SRWTYP.TYP.SIM.TYP.TYP.9SRW8SRW8SRWTYP.TYP.TYP.6SD1A22SD4TYP.22SD4TYP.9SD59SD511SD59SRWSIMP. CBTYP.SIMP. CBTYP.16SN3TYP.18SD615SD615SD6TYP.TYP.11SD5TYP.SW 1 SW 2 SW ASW B# 8 V E R . B AR S E A F AC E#8 VER. BARS EA. FACE24"X24" CONC. COL. W/(4) #8 VER. BARS EA FACE24"X24" CONC. COL. W/(4) #8 VER. BARS EA FACE 10C3SD710C3SD710C3SD710C3SD7#4 BARS @ 9" O.C. EACH WAYSIM.8SD111SD5TYP.9SRW8SRWTYP.8SRWTYP.16SD1HSS 6X6X5/8TYP.16SD1HSS 6X6X5/8TYP.16SD1HSS 6X 6 X 5 / 8 T YP .11SD7TYP.15SD6TYP.TYP.11SD7TYP.TYP.21SD4TYP.PODIUM SLAB FOUNDATION NOTESHOLDOWN SCHEDULE (PODIUM)HOLDOWNNOTESSYM.2-2 x 4 OR 4 x 4REFER TO DETAILREFER TO DETAIL4 x 44 x 44 x 64 x 82-2 x 4 OR 4 x 44 x 64 x 8MIN. POST SIZE(U.N.O. ON PLAN)1. FOR DOUBLE SIDED SHEAR WALLS WITH PANEL TYPE , , USE MIN. 3X6 SILL PLATES U.N.O.3X'-X"4X'-X"5X'-X"STHD10HDU8HDQ8HDU11HDU14HHDQ14HTT5HHDQ118 /SD-15 /SD-1PAD SCHEDULESYMBOLS LEGENDSDXXPXFOUNDATION NOTES1. REFER TO SN-1 SHEET FOR MORE INFO.SHEAR PANEL LENGTH AND NUMBER.REFER TO SN-1 FOR PANEL TYPE, MIN. 2-2x4 @ EA. END.DETAIL NUMBERDETAIL SHEET NUMBERHOLDOWN NUMBERPAD NUMBERREBARDROP IN SLAB (VERIFY PRIOR TO CONSTRUCTION)FOOTINGXSMAXIMUM SPACING\TOTAL MINIMUM NUMBER OF ANCHOR BOLTS EQUALLY SPACEDAS POSSIBLE. SEE GENERAL NOTES ON SN-1 SHEET(S) FOR OTHERREQUIREMENTS. FOR NON-SHEAR WALLS, MASA/MASAP MUDSILLANCHORS CAN BE USED IN LIEU OF ANCHOR BOLTS, ON A ONE TOONE BASIS, WITH END DISTANCE OF 4" MIN. PER ESR #2555.XX'-X"TOTAL MININIMUMNUMBEROFANCHOR BOLTSXXX'-X"SHEAR PANELHOLDOWN PERSCHEDULESMAXIMUM ACHOR BOLT SPACINGHOLDOWN SCHEDULE2'-0" SQ. X 18" DEEP PAD W/ (3) #4 E.W.2'-6" SQ. X 18" DEEP PAD W/ (4) #4 E.W.3'-0" SQ. X 18" DEEP PAD W/ (4) #4 E.W.3'-6" SQ. X 18" DEEP PAD W/ (5) #4 E.W.4'-0" SQ. X 18" DEEP PAD W/ (6) #4 E.W.4'-6" SQ. X 18" DEEP PAD W/ (6) #4 E.W.P1P2P3P4P5P6PAD TYPESYM.5'-0" SQ. X 18" DEEP PAD W/ (7) #5 E.W.P73X'-X"4X'-X"5X'-X"5'-6" SQ. X 18" DEEP PAD W/ (7) #5 E.W.P8HOLDOWNSMIN. POST SIZESYM.2-2 x 4 OR 4 x 44 x 44 x 44 x 64 x 82-2 x 4 OR 4 x 42-2 x 4 OR 4 x 44 x 64 x 8(U.N.O. ON PLAN)STHD10RJSTHD14RJ2-2 x 4 OR 4 x 42-2 x 4 OR 4 x 4STHD10STHD14HDU8HDQ8HDU11HDU14HHDQ14HTT5HHDQ114 x 6HD126 x 6HD19BOLT TYPESCONC PAD SIZESFOR PAB BOLTSSSTB24 OR PAB51'-6" SQ. x 12" DEEPSSTB28 OR PAB7SSTB28 OR PAB7PAB8PAB8PAB8PAB8PAB9PAB102'-3" SQ. x 15" DEEP2'-3" SQ. x 15" DEEP2'-9" SQ. x 16" DEEP2'-9" SQ. x 16" DEEP2'-9" SQ. x 16" DEEP2'-9" SQ. x 16" DEEP3'-2" SQ. x 18" DEEP3'-8" SQ. x 20" DEEPNOTE: REFER TO 16/SD1A FOR TD HOLDOWNS AND 17/SD1A FOR ST HOLDOWNS.PODIUM SLAB FOUNDATION NOTES1. FOR DOUBLE SIDED SHEAR WALLS WITH PANEL TYPE , , USE MIN. 3X6 SILL PLATES U.N.O.3X'-X"4X'-X"5X'-X"PODIUM CONCRETE BEAMS SCHEDULE:SIZEBM #(2)#4 @ TOP., (6)#8 @ BOTT.REINFORCEMENT136"X36"36"X36"36"X36"30"X36"30"X30"36"X36"42"X42"2345(6.1,6.2)78.136"X36"(4) #7 @ TOP, TWO ROWSOF (8) #11 @ BOTT., (2) #7(2) #4 @ TOP.,(6)#9 BOTTOM30"X30"18"X18"36"X36"18"X24"8.291011(2) #4 @ TOP & TWO ROWSOF (5) #10 @ BOTT.,(2) #4 @(2) #4 @ TOP.,(6)#9 BOTTOM(2) #4 @ TOP.,(3)#8 BOTTOM(2) #4 @ TOP.,(3)#8 BOTTOM(2)#4 @ TOP., (6)#9 @ BOTT.(2)#4 @ TOP., (6)#8 @ BOTT.(2)#4 @ TOP., (6)#8 @ BOTT.(2)#4 @ TOP., (6)#9 @ BOTT.(2)#4 @ TOP., (4)#8 @ BOTT.12"X26"12(2) #4 @ TOP & BOTT.(2)#4 @ MID.,(1) @ E.A. FACE(2)#4 @ MID.,(1) @ E.A. FACE(2)#4 @ MID.,(1) @ E.A. FACE(2)#4 @ MID.,(1) @ E.A. FACE(2)#4 @ MID.,(1) @ E.A. FACE(2)#4 @ MID.,(1) @ E.A. FACE@ MID., ONE @ E.A. FACE.(2)#4 @ MID.,(1) @ E.A. FACE(2)#4 @ MID.,(1) @ E.A. FACE(2)#4 @ MID.,(1) @ E.A. FACE(2)#4 @ MID.,(1) @ E.A. FACEMID., (1) @ E.A. FACE.(2)#4 @ MID.,(1) @ E.A. FACETIES#4 @ 8" O.C.#4 @ 8" O.C.#4 @ 8" O.C.#4 @ 8" O.C.#4 @ 8" O.C.#4 @ 8" O.C.#4 @ 6" O.C.#4 @ 8" O.C.#4 @ 8" O.C.#4 @ 8" O.C.#4 @ 8" O.C.#4 @ 6" O.C.#4 @ 8" O.C.PROJECT:ARCHITECT:DEVELOPER:LOCATION:ISSUED DATE:PLOT DATE:ENGINEER:DRAFTER:SHEET NAME:SHEET NUMBER:PROJECT NUMBER:DESCRIPTIONDATENO.REVISIONSRESTRICTIVE NOTICENOT FOR BID ORCONSTRUCTIONDATE SIGNED: 11/20/18*289,6(1*,1((5,1*&2168/7,1*GROUP INC. - ALL RIGHTS RESERVEDTHESE DESIGNS, DRAWINGS, ANDSPECIFICATIONS ARE THE EXCLUSIVE PROPERTYOF GOUVIS ENGINEERING CONSULTING'ZKhW͘d,zZd,^h:dK&KWzZ/',dEKd,Z>'>WZKdd/KE͘d,zDzUSED ONLY BY THEIR INTENDED RECIPIENT ANDONLY FOR THE PROJECT DEPICTED HEREIN. NOPART OF THESE DRAWINGS ARE TO BE COPIED,TRANSFERRED, REPRODUCED, NOR CAN THEYBE USED, IN WHOLE OR IN PART, BY ANY OTHERPERSON OR FOR ANY OTHER PROJECT ORSTRUCTURE, WITHOUT THE PRIOR EXPRESSWRITTEN CONSENT OF GOUVIS ENGINEERINGCONSULTING GROUP64613Glidewell Design Build GroupGlidewell Design Build GroupNewport BeachOrangeCA2300 Mesa Drive01/02/201811/19/2018S-1.2 DNDNUP871069N.I.CT3T4T5T4.8T5.4T5.5T6EGCDFTATBTA.13TA.24TA.15TA.25TA.31TA.7TA-5TA-1HSS 8X2X1/4HSS 8X2X1/4HSS 6X6X5 /8HSS 6X6X5 /8HSS 6X6X5/8HSS 6X6X5/8HSS 6X6X5 /8HSS 6X6X5 /8HSS 6X6X5 /8HSS 6X6X5 /8HSS 6X6X5 /817SD417SD417SD4HSS 6X6X5 /81/8SKEWEDS K EW E DSKEWEDS K EW ED 1/81/87SD48SD4TYP.TYP.10SD47SD48SD4TYP.TYP.TYP.10SD410SD4FRAMING SCHEDULEPOST OR TRIMMER AS NOTEDSYMBOLS LEGENDKEY NOTESXXLINE OF 2X FLAT BLOCKING W/ EDGE NAIL. & CONTINUOUS CS16 STRAP OVER U.N.O.SEE PLAN FOR NUMBER OF BAYS.DRAG STRUT W/E.N.. SEE PLANS/DETAILS FOR LENGTH. SUPPORT END W/ BLK'GSHEAR PANEL LENGTH AND NUMBER.REFER TO SN-1 FOR PANEL TYPE, MIN. 2-2x4 @ EA. END.BEAM NUMBER, REFER TO GOUVIS ENGINEERING CALCULATIONSXBLOCKED FLOOR DIAPHRAGM W/ 10d's @ 4" O.C. B.N., 6" O.C. E.N. & 12" O.C. FIELD.BLOCKED ROOF DIAPHRAGM W/ 8d's @ 4" O.C. B.N., 6" O.C. E.N. & 12" O.C. FIELD.PROVIDE SOLID BLOCKINGTRUSS HANGER BY TRUSS SUPPLIERSHEAR TRUSS W/E.N. TRUSS TO TRANSFER 180 PLF MIN. (U.N.O.)DRAG TRUSS W/E.N. TRUSS TO TRANSFER 1650# FORCE MIN. (U.N.O.)CONTINUOUS FULL HT. BLKG. W/E.N. SEE PLANS FOR NUMBER OF BAYS ( U.N.O.)(1) SIMPSON TS22 FLUSH BEAM TO DROP BEAM ( U.N.O.)CONTINUOUS TIMBERSTRAND OR SPLICE PER PLAN.X1311891014561214ALIGN STUD(S) / POST(S) WITH UPPER FLOOR STUD(S) / POST(S)AND PROVIDE SOLID BLOCKING BETWEEN FLOOR( PROVIDE E.N. WHEN POST IS LOCATED WITHIN S.W. )23CONTINUOUS LINE OF BLOCKING W/ EDGE NAILUNDER SHEAR WALL ABOVE W/ (1) CS16, U.N.O.7DIRECTION OF ROOF MEMBER PER SCHEDULE,REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'GDIRECTION OF FLOOR MEMBER PER SCHEDULE,REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'GDIRECTION OF DECK MEMBER PER SCHEDULE,REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'GDETAIL NUMBERDETAIL SHEET NUMBERKEY NOTE NUMBERBEARING WALLCALIFORNIA FRAMINGCONTINUOUS JOIST W/ E.N.XXXX'-X"BLOCKED OPENING SEE DETAIL 15/SD21511. ALL WOOD I-JOISTS SHALL BE IN COMPLIANCE WITH THE PROVISIONS OF APA PRI-400,EWS-Z725B (PERFORMANCE RATED I-JOIST STANDARD) OR ASTM D5055. QUALIFIEDPRI-400, MANUFACTURED. I-JOIST CAN BE ANY OF THOSE LISTED IN THE TABLE ABOVE.FRAMING NOTES3. SHEAR WALLS CANNOT BE USED AS PLUMBING WALLS, UNLESS APPROVED BYGOUVIS ENGINEERING CONSULTING GROUP IN WRITING.4. AT DOUBLE SIDED SHEAR WALLS, POST W/E.N. PER PLAN TO RECEIVE E.N. FROMBOTH SIDES.1. REFER TO STRUCTURAL GENERAL NOTES AND DETAIL SHEETS (SN-1 & SN-2)FOR MORE INFORMATION.FRAMING SCHEDULE8. ALL BEAMS SHOWN ARE DROP (U.N.O.) ON PLANS.5. WHEN MULTIPLE STUDS ARE USED INSTEAD OF A SINGLE POST, PLYWOODSHEAR WALL TO BE NAILED TO ALL STUDS RECEIVING HOLDOWNS.10. USE SIMPSON " IUS/ITS/U310 " HANGERS FOR CONNECTION OF I-JOISTS TO OTHERFRAMING MEMBERS (U.N.O.) AND " LUS " HANGERS FOR CONNECTION OF SOLID JOISTS.6. APPLY SHEAR PRIOR TO FRAMING OF PERPENDICULAR WALLS. DO NOT BREAK SHEARAT PERPENDICULAR WALL LOCATIONS UNLESS SPECIFICALLY DETAILED ON PLANS.////////////////7. ALL VERTICAL PIPES THROUGH PLATES AND/OR SOLID RIM BEAMS MUST BEDRILLED CLEAN CUT W/ 1/16" TOLERANCE. DO NOT NOTCH OR CUT PLATES.2. REFER TO DETAIL FOR TYPICAL CONNECTION AT ALL INTERIORNON-BEARING WALLS AT ROOF LEVEL.9. AS AN ALTERNATE TO USING SIMPSON PRODUCTS OTHER CONNECTORS CAN BEUSED, AS LONG AS THEIR CAPACITIES ARE EQUAL TO OR BETTER THANSIMPSON'S, AND SUBJECTED TO THE APPROVAL OF12. THE FOLLOWING BEAMS/HEADERS/RIMS CAN BE FROM ANY MANUFACTURERPACIFICLOUISIANABOISECASCADEi LEVEL BY WEYERHAEUSERICC-ES REPORT11 7/8"MANUFACTURER14" & 16"DEPTHESR-1153ESR-1305ESR-1336ROSEBURGESR-1251RFPI-400RFPI-70RFPI-90RFPI-400RFPI-70RFPI-9014" TJI 210 I-JOISTS ( OR EQUAL ) @ 16" O.C.2 X 12 ROOF JOISTS / RAFTERS @ 16" O.C.2 X 8 ROOF JOISTS / RAFTERS @ 16" O.C.14" TJI 210 I-JOISTS ( OR EQUAL ) @ 12" O.C.3412LPI 36BCI 6000-1.8BCI 6000-1.7LPI 56LPI 56BCI 60-2.0BCI 60-2.0BCI 90-2.0TJI 210TJI 210TJI 360TJI 560TJI 360TJI 560LPI 32 PLUSN/AN/AN/APRI-400, MANUFACTURED. I-JOIST CAN BE ANY OF THOSE LISTED IN THE TABLE ABOVE.14. THE FOLLOWING TRIMMER SCHEDULE SHOULD BE USED FOR HEADERS INBEARING WALLS, U.N.O. ON THE PLAN. REQUIRED TRIMMER MUST BE APPLIED@ EACH END OF HEADER.CLEAR SPAN, L L 6'-0"6'-0" < L 10'-0" L 10'-0"2 x 42-2 x 4SEE PLAN15. FLOOR TO FLOOR HOLDOWN APPLY DETAIL AT EACH END OF SHEAR WALLPER PLAN. (2) LOCATIONS PER WALL AS SHOWN BELOW. SEE TABLE FOR TYPE &DETAIL REFFERENCE. MIN. POST SIZE IS NOTED IN THE DETAIL16. INTERIOR NON-BEARING & NON-SHEAR WALLS MAY BE FRAMED WITH 2x STUDS12. THE FOLLOWING BEAMS/HEADERS/RIMS CAN BE FROM ANY MANUFACTURERWITH CURRENT APPROVED ICC ES - EVALUATION REPORT WITH THE FOLLOWINGMECHANICAL PROPERTIES: FOR "LVL" & "PSL" BEAMS: Fb = 2900 psi (MIN), Fv = 290 psi (MIN), E = 2.0 x 106 psi (MIN). FOR "LSL" BEAMS/HEADERS: Fb = 2325 psi (MIN), Fv = 400 psi (MIN), E = 1.55 x 106 psi (MIN). FOR MANUFACTURED RIM BOARD WITH MIN 1 1/4" THICK, CONTINUOUSLYSUPPORTED BY WALL, AND MATCHES JOIST DEPTH: Fc I (PERPENDICULAR)........ = 680 psi (MIN) Fc // (PARALLEL)..................... = 1400 psi (MIN) Ft = 1075 psi (MIN), E = 1.3 x 106 psi (MIN) GLU-LAM BEAM SHALL BE 24F-V4, DF/DF Fb = 2400 psi @ BOTTOM, Fb = 1850 psi @ TOP Fv = 265 psi (MIN), E = 1.8 x 106 psi (MIN).17. TOP PLATES AT ALL ROOF FRAMING LEVELS SHOULD BE SPLICED PER U.N.O. ON PLANS.&217,18286ó´/6/5,0-2,6766+28/'%(86('$7$//)/225)5$0,1*('*(6WHERE POSSIBLE. ALL RIM BREAKS SHOULD BE SPLICED WITH A SINGLE X36"STRAP, PER U.NO. ON PLANS.13. A 4x6 (ALT. 2-2x6) HDR. SHOULD BE USED AT ALL OPENINGS IN EXTERIOR &INTERIOR BEARING WALLS U.N.O. ON PLANS. REFER TO THE FOLLOWING TABLEFOR OTHER COMMON HEADER SIZES. * 2-2 x SHALL BE PLACED ON END W/ 1/2" PLYWOOD SHIM BETWEEN. PROVIDE16d NAILS @ 16" O.C., STAGG., BOTH SIDES.H1PLAN DESIGNATIONH24 x 44 x 8HEADER SIZEALT. HEADER SIZE *2 - 2 x 42 - 2 x 8*1A / SD-3PERPLANAPPLY DETAILREFERENCE &1B / SD-31C / SD-31D / SD-3PERPLANAPPLY DETAILREFERENCE &1E / SD-3PERPLANAPPLY DETAILREFERENCE &- -- -////XX'-X"1F / SD-31G / SD-3 AT 24" O.C., MAX.2X4 STUD2X6 STUD2-2X4 STUD2-2X6 STUD3-2X4 STUD3-2X6 STUD4X4 POST4X6 POST4X8 POST4X10 POST4X12 POST6X6 POST6X8 POST8X8 POSTSTUD AND TRIMMER SCHEDULEPOST AND TRIMMER SCHEDULE2X4 TRIMMER2X6 TRIMMER2-2X4 TRIMMER2-2X6 TRIMMER3-2X4 TRIMMER3-2X6 TRIMMER4X4 TRIMMER4X6 TRIMMER4X8 TRIMMER6X6 TRIMMER6X8 TRIMMER8X8 TRIMMER2A3.11BA31 SFAV STORAGE0111A3.158'-10"TB-1TB-2TB-3T1.2T1.6T2.9T4.11A3.1417 SFSUM PUMP RM013013-12' - 6"8SRWW12X79TYP.TYP.CONC. BEAM 16SD121SD1A21SD1ASIM.16SD1SIM.22SD1A8SRWTYP.23SD1A22SD1A22SD1ATYP.TYP.TYP.22SD1ATYP.TYP.23SD1A8SRWTYP.21SD1ATYP.21SD1ATYP.SYMBOLS LEGENDSDXXPXSHEAR PANEL LENGTH AND NUMBER.REFER TO SN-1 FOR PANEL TYPE, MIN. 2-2x4 @ EA. END.DETAIL NUMBERDETAIL SHEET NUMBERHOLDOWN NUMBERPAD NUMBERREBARDROP IN SLAB (VERIFY PRIOR TO CONSTRUCTION)FOOTINGXSMAXIMUM SPACING\TOTAL MINIMUM NUMBER OF ANCHOR BOLTS EQUALLY SPACEDAS POSSIBLE. SEE GENERAL NOTES ON SN-1 SHEET(S) FOR OTHERREQUIREMENTS. FOR NON-SHEAR WALLS, MASA/MASAP MUDSILLANCHORS CAN BE USED IN LIEU OF ANCHOR BOLTS, ON A ONE TOONE BASIS, WITH END DISTANCE OF 4" MIN. PER ESR #2555.XX'-X"PAD SCHEDULETOTAL MININIMUMNUMBEROFANCHOR BOLTSXXX'-X"SHEAR PANELHOLDOWN PERSCHEDULESMAXIMUM ACHOR BOLT SPACING2'-0" SQ. X 18" DEEP PAD W/ (3) #4 E.W.2'-6" SQ. X 18" DEEP PAD W/ (4) #4 E.W.3'-0" SQ. X 18" DEEP PAD W/ (4) #4 E.W.3'-6" SQ. X 18" DEEP PAD W/ (5) #4 E.W.4'-0" SQ. X 18" DEEP PAD W/ (6) #4 E.W.4'-6" SQ. X 18" DEEP PAD W/ (6) #4 E.W.P1P2P3P4P5P6PAD TYPESYM.5'-0" SQ. X 18" DEEP PAD W/ (7) #5 E.W.P75'-6" SQ. X 18" DEEP PAD W/ (7) #5 E.W.P8FOUNDATION NOTES1. REFER TO SN-1 SHEET FOR MORE INFO.HOLDOWN SCHEDULE3X'-X"4X'-X"5X'-X"HOLDOWNSMIN. POST SIZESYM.2-2 x 4 OR 4 x 44 x 44 x 44 x 64 x 82-2 x 4 OR 4 x 42-2 x 4 OR 4 x 44 x 64 x 8(U.N.O. ON PLAN)STHD10RJSTHD14RJ2-2 x 4 OR 4 x 42-2 x 4 OR 4 x 4STHD10STHD14HDU8HDQ8HDU11HDU14HHDQ14HTT5HHDQ114 x 6HD126 x 6HD19BOLT TYPESCONC PAD SIZESFOR PAB BOLTSSSTB24 OR PAB51'-6" SQ. x 12" DEEPSSTB28 OR PAB7SSTB28 OR PAB7PAB8PAB8PAB8PAB8PAB9PAB102'-3" SQ. x 15" DEEP2'-3" SQ. x 15" DEEP2'-9" SQ. x 16" DEEP2'-9" SQ. x 16" DEEP2'-9" SQ. x 16" DEEP2'-9" SQ. x 16" DEEP3'-2" SQ. x 18" DEEP3'-8" SQ. x 20" DEEPNOTE: REFER TO 16/SD1A FOR TD HOLDOWNS AND 17/SD1A FOR ST HOLDOWNS.PROJECT:ARCHITECT:DEVELOPER:LOCATION:ISSUED DATE:PLOT DATE:ENGINEER:DRAFTER:SHEET NAME:SHEET NUMBER:PROJECT NUMBER:DESCRIPTIONDATENO.REVISIONSRESTRICTIVE NOTICENOT FOR BID ORCONSTRUCTIONDATE SIGNED: 11/20/18*289,6(1*,1((5,1*&2168/7,1*GROUP INC. - ALL RIGHTS RESERVEDTHESE DESIGNS, DRAWINGS, ANDSPECIFICATIONS ARE THE EXCLUSIVE PROPERTYOF GOUVIS ENGINEERING CONSULTING'ZKhW͘d,zZd,^h:dK&KWzZ/',dEKd,Z>'>WZKdd/KE͘d,zDzUSED ONLY BY THEIR INTENDED RECIPIENT ANDONLY FOR THE PROJECT DEPICTED HEREIN. NOPART OF THESE DRAWINGS ARE TO BE COPIED,TRANSFERRED, REPRODUCED, NOR CAN THEYBE USED, IN WHOLE OR IN PART, BY ANY OTHERPERSON OR FOR ANY OTHER PROJECT ORSTRUCTURE, WITHOUT THE PRIOR EXPRESSWRITTEN CONSENT OF GOUVIS ENGINEERINGCONSULTING GROUP64613Glidewell Design Build GroupGlidewell Design Build GroupNewport BeachOrangeCA2300 Mesa Drive01/02/201811/19/2018S-1.3 DNDNDNDNUP4X104X10 4X104X104X104X104X124X12 5 1/4" X 9 1/2" PSL.6X66X126X66X6PIPE 3 STD K.P.4X6K.P.4X4K.P.4X4K.P.HSS6X 6X 5 / 8HSS 6X6X5/84X 4 K.P .4X4K.P.10SD411SD419SD21SD222SD29SD41SD21SD27SD49SD48SD49SD4HSS 6X 6X 5 / 8 4X6K.P.3SD320SD319SD211SD410SD417SD45BSD21SD25BSD23SD23SD24X64X64X64X68SD49SD4W12X26 3SD34SD4TYP.TYP.1SD2HSS6X6X5/88SD49SD417SD41SD210SD411SD419SD2HSS8X8X1/28SD422SD29SD46SD27SD419SD37SD48SD46SD21SD2PIPE 3 STD 8SD49SD4HSS8X8X1/23SD33SD35BSD33SD33SD33SD320SD3HSS8X8X1/28SD49SD422SD2HSS8X8X1/2HSS8X8X1/2PIPE 3 STD 8SD422SD29SD4PIPE 3 STD 8SD422SD29SD4PIPE 3 STD TYP.TYP.PIPE 3 STD 8SD49SD422SD29SD4HSS8X8X1/2 4X6K.P.3SD320SD317SD43SD320SD317SD44X6K.P.6SD2PIPE 3 STD 4X4K.P.PIPE 3 STDK.P.19SD37SD4PIPE 3 STD K.P.19SD37SD419SD210SD4TYP.SIM.SIM.SIM.4X124X124X12 6X66X8HSS 18X6X1/26X106X66X12 6X12 4X12 4X12 6X126X66X6//////////18'-6"//////15'-6"6X6////////////49'-0"9CSD2//////3 6'-0" ////////// 2 8'-0"9CSD218SD219SD221SD221SD221SD2SIM.8SD49SD43SD28SD49SD43SD2DNE83GBC5D47A629F1T1T2T3T4T5TATBT0.9T0.7TA.13TA.24TA.15TA.25TA.31TA.7TA-5TA-1T4.8T5.4T5.5T6TB-1TB-2TB-3W/ E C C 3 STD.PIPE7SD48SD43 STD .PIPE 7SD48SD4SW 1 SW 2 SW ASW B1SD21SD2POST OR TRIMMER AS NOTEDSYMBOLS LEGENDKEY NOTESXXSHEAR PANEL LENGTH AND NUMBER.REFER TO SN-1 FOR PANEL TYPE, MIN. 2-2x4 @ EA. END.BEAM NUMBER, REFER TO GOUVIS ENGINEERING CALCULATIONSXXDIRECTION OF ROOF MEMBER PER SCHEDULE,REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'GDIRECTION OF FLOOR MEMBER PER SCHEDULE,REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'GDIRECTION OF DECK MEMBER PER SCHEDULE,REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'GDETAIL NUMBERDETAIL SHEET NUMBERKEY NOTE NUMBERBEARING WALLCALIFORNIA FRAMINGXXXX'-X"FRAMING NOTES3. SHEAR WALLS CANNOT BE USED AS PLUMBING WALLS, UNLESS APPROVED BYGOUVIS ENGINEERING CONSULTING GROUP IN WRITING.4. AT DOUBLE SIDED SHEAR WALLS, POST W/E.N. PER PLAN TO RECEIVE E.N. FROMBOTH SIDES.1. REFER TO STRUCTURAL GENERAL NOTES AND DETAIL SHEETS (SN-1 & SN-2)FOR MORE INFORMATION.FRAMING SCHEDULE5. WHEN MULTIPLE STUDS ARE USED INSTEAD OF A SINGLE POST, PLYWOODSHEAR WALL TO BE NAILED TO ALL STUDS RECEIVING HOLDOWNS.6. APPLY SHEAR PRIOR TO FRAMING OF PERPENDICULAR WALLS. DO NOT BREAK SHEAR2. REFER TO DETAIL FOR TYPICAL CONNECTION AT ALL INTERIORNON-BEARING WALLS AT ROOF LEVEL.PACIFICLOUISIANABOISECASCADEi LEVEL BY WEYERHAEUSERICC-ES REPORT11 7/8"MANUFACTURER14" & 16"DEPTHESR-1153ESR-1305ESR-1336ROSEBURGESR-1251RFPI-400RFPI-70RFPI-90RFPI-400RFPI-70RFPI-9014" TJI 210 I-JOISTS ( OR EQUAL ) @ 16" O.C.2 X 12 ROOF JOISTS / RAFTERS @ 16" O.C.2 X 8 ROOF JOISTS / RAFTERS @ 16" O.C.14" TJI 210 I-JOISTS ( OR EQUAL ) @ 12" O.C.3412LPI 36BCI 6000-1.8BCI 6000-1.7LPI 56LPI 56BCI 60-2.0BCI 60-2.0BCI 90-2.0TJI 210TJI 210TJI 360TJI 560TJI 360TJI 560LPI 32 PLUSN/AN/AN/A11. ALL WOOD I-JOISTS SHALL BE IN COMPLIANCE WITH THE PROVISIONS OF APA PRI-400,EWS-Z725B (PERFORMANCE RATED I-JOIST STANDARD) OR ASTM D5055. QUALIFIEDPRI-400, MANUFACTURED. I-JOIST CAN BE ANY OF THOSE LISTED IN THE TABLE ABOVE.8. ALL BEAMS SHOWN ARE DROP (U.N.O.) ON PLANS.SHEAR WALL TO BE NAILED TO ALL STUDS RECEIVING HOLDOWNS.10. USE SIMPSON " IUS/ITS/U310 " HANGERS FOR CONNECTION OF I-JOISTS TO OTHERFRAMING MEMBERS (U.N.O.) AND " LUS " HANGERS FOR CONNECTION OF SOLID JOISTS.6. APPLY SHEAR PRIOR TO FRAMING OF PERPENDICULAR WALLS. DO NOT BREAK SHEARAT PERPENDICULAR WALL LOCATIONS UNLESS SPECIFICALLY DETAILED ON PLANS.////////////////7. ALL VERTICAL PIPES THROUGH PLATES AND/OR SOLID RIM BEAMS MUST BEDRILLED CLEAN CUT W/ 1/16" TOLERANCE. DO NOT NOTCH OR CUT PLATES.9. AS AN ALTERNATE TO USING SIMPSON PRODUCTS OTHER CONNECTORS CAN BEUSED, AS LONG AS THEIR CAPACITIES ARE EQUAL TO OR BETTER THANSIMPSON'S, AND SUBJECTED TO THE APPROVAL OF12. THE FOLLOWING BEAMS/HEADERS/RIMS CAN BE FROM ANY MANUFACTURERWITH CURRENT APPROVED ICC ES - EVALUATION REPORT WITH THE FOLLOWINGMECHANICAL PROPERTIES: FOR "LVL" & "PSL" BEAMS: Fb = 2900 psi (MIN), Fv = 290 psi (MIN), E = 2.0 x 106 psi (MIN). FOR "LSL" BEAMS/HEADERS: Fb = 2325 psi (MIN), Fv = 400 psi (MIN), E = 1.55 x 106 psi (MIN). FOR MANUFACTURED RIM BOARD WITH MIN 1 1/4" THICK, CONTINUOUSLYSUPPORTED BY WALL, AND MATCHES JOIST DEPTH: Fc I (PERPENDICULAR)........ = 680 psi (MIN) Fc // (PARALLEL)..................... = 1400 psi (MIN) Ft = 1075 psi (MIN), E = 1.3 x 106 psi (MIN) GLU-LAM BEAM SHALL BE 24F-V4, DF/DF Fb = 2400 psi @ BOTTOM, Fb = 1850 psi @ TOP Fv = 265 psi (MIN), E = 1.8 x 106 psi (MIN).13. A 4x6 (ALT. 2-2x6) HDR. SHOULD BE USED AT ALL OPENINGS IN EXTERIOR &14. THE FOLLOWING TRIMMER SCHEDULE SHOULD BE USED FOR HEADERS INBEARING WALLS, U.N.O. ON THE PLAN. REQUIRED TRIMMER MUST BE APPLIED@ EACH END OF HEADER.CLEAR SPAN, L L 6'-0"6'-0" < L 10'-0" L 10'-0"2 x 42-2 x 4SEE PLAN15. FLOOR TO FLOOR HOLDOWN APPLY DETAIL AT EACH END OF SHEAR WALLPER PLAN. (2) LOCATIONS PER WALL AS SHOWN BELOW. SEE TABLE FOR TYPE &DETAIL REFFERENCE. MIN. POST SIZE IS NOTED IN THE DETAIL16. INTERIOR NON-BEARING & NON-SHEAR WALLS MAY BE FRAMED WITH 2x STUDS Fv = 265 psi (MIN), E = 1.8 x 10 psi (MIN).17. TOP PLATES AT ALL ROOF FRAMING LEVELS SHOULD BE SPLICED PER U.N.O. ON PLANS.&217,18286ó´/6/5,0-2,6766+28/'%(86('$7$//)/225)5$0,1*('*(6WHERE POSSIBLE. ALL RIM BREAKS SHOULD BE SPLICED WITH A SINGLE X36"STRAP, PER U.NO. ON PLANS.13. A 4x6 (ALT. 2-2x6) HDR. SHOULD BE USED AT ALL OPENINGS IN EXTERIOR &INTERIOR BEARING WALLS U.N.O. ON PLANS. REFER TO THE FOLLOWING TABLEFOR OTHER COMMON HEADER SIZES. * 2-2 x SHALL BE PLACED ON END W/ 1/2" PLYWOOD SHIM BETWEEN. PROVIDE16d NAILS @ 16" O.C., STAGG., BOTH SIDES.H1PLAN DESIGNATIONH24 x 44 x 8HEADER SIZEALT. HEADER SIZE *2 - 2 x 42 - 2 x 8*1A / SD-3PERPLANAPPLY DETAILREFERENCE &1B / SD-31C / SD-31D / SD-3PERPLANAPPLY DETAILREFERENCE &1E / SD-3PERPLANAPPLY DETAILREFERENCE &- -- -////XX'-X"1F / SD-31G / SD-3 AT 24" O.C., MAX.2X4 STUD2X6 STUD2-2X4 STUD2-2X6 STUD3-2X4 STUD3-2X6 STUD4X4 POST4X6 POST4X8 POST4X10 POST4X12 POST6X6 POST6X8 POST8X8 POSTSTUD AND TRIMMER SCHEDULEPOST AND TRIMMER SCHEDULE2X4 TRIMMER2X6 TRIMMER2-2X4 TRIMMER2-2X6 TRIMMER3-2X4 TRIMMER3-2X6 TRIMMER4X4 TRIMMER4X6 TRIMMER4X8 TRIMMER6X6 TRIMMER6X8 TRIMMER8X8 TRIMMERFRAMING SCHEDULEKEY NOTESLINE OF 2X FLAT BLOCKING W/ EDGE NAIL. & CONTINUOUS CS16 STRAP OVER U.N.O.SEE PLAN FOR NUMBER OF BAYS.DRAG STRUT W/E.N.. SEE PLANS/DETAILS FOR LENGTH. SUPPORT END W/ BLK'GBLOCKED FLOOR DIAPHRAGM W/ 10d's @ 4" O.C. B.N., 6" O.C. E.N. & 12" O.C. FIELD.BLOCKED ROOF DIAPHRAGM W/ 8d's @ 4" O.C. B.N., 6" O.C. E.N. & 12" O.C. FIELD.PROVIDE SOLID BLOCKINGTRUSS HANGER BY TRUSS SUPPLIERSHEAR TRUSS W/E.N. TRUSS TO TRANSFER 180 PLF MIN. (U.N.O.)DRAG TRUSS W/E.N. TRUSS TO TRANSFER 1650# FORCE MIN. (U.N.O.)CONTINUOUS FULL HT. BLKG. W/E.N. SEE PLANS FOR NUMBER OF BAYS ( U.N.O.)(1) SIMPSON TS22 FLUSH BEAM TO DROP BEAM ( U.N.O.)CONTINUOUS TIMBERSTRAND OR SPLICE PER PLAN.1311891014561214ALIGN STUD(S) / POST(S) WITH UPPER FLOOR STUD(S) / POST(S)AND PROVIDE SOLID BLOCKING BETWEEN FLOOR( PROVIDE E.N. WHEN POST IS LOCATED WITHIN S.W. )23CONTINUOUS LINE OF BLOCKING W/ EDGE NAILUNDER SHEAR WALL ABOVE W/ (1) CS16, U.N.O.7CONTINUOUS JOIST W/ E.N.BLOCKED OPENING SEE DETAIL 15/SD215PROJECT:ARCHITECT:DEVELOPER:LOCATION:ISSUED DATE:PLOT DATE:ENGINEER:DRAFTER:SHEET NAME:SHEET NUMBER:PROJECT NUMBER:DESCRIPTIONDATENO.REVISIONSRESTRICTIVE NOTICENOT FOR BID ORCONSTRUCTIONDATE SIGNED: 11/20/18*289,6(1*,1((5,1*&2168/7,1*GROUP INC. - ALL RIGHTS RESERVEDTHESE DESIGNS, DRAWINGS, ANDSPECIFICATIONS ARE THE EXCLUSIVE PROPERTYOF GOUVIS ENGINEERING CONSULTING'ZKhW͘d,zZd,^h:dK&KWzZ/',dEKd,Z>'>WZKdd/KE͘d,zDzUSED ONLY BY THEIR INTENDED RECIPIENT ANDONLY FOR THE PROJECT DEPICTED HEREIN. NOPART OF THESE DRAWINGS ARE TO BE COPIED,TRANSFERRED, REPRODUCED, NOR CAN THEYBE USED, IN WHOLE OR IN PART, BY ANY OTHERPERSON OR FOR ANY OTHER PROJECT ORSTRUCTURE, WITHOUT THE PRIOR EXPRESSWRITTEN CONSENT OF GOUVIS ENGINEERINGCONSULTING GROUP64613Glidewell Design Build GroupGlidewell Design Build GroupNewport BeachOrangeCA2300 Mesa Drive01/02/201811/19/2018S-1.4 FOR CONNECTION TYPE.REFER TO PLANS & TABLE BELOW * TYP. HOLDOWN INSTALLATIONAT EDGE CONDITIONNOTES:-AT SLAB INTERIOR--1HDU8HDQ82 3/4"MIN.15"5"5"5"3 1/2"PLAN VIEW A-A OF STIRRUPS @ HOLDOWNTYP1SD-11.CONT. TIE ROD PER SIMPSON2.COUPLING DEVICE PER SIMPSON3.CONC SLAB, f'c=5000 psi MIN.4.ALL THREADED ROD PER SIMPSONSTRONG-TIE OR EQUIVALENT SIZE6.VERT. LAP BAR FULL HEIGHT OF WALL SEE TABLE BELOW FOR QUANTITY AND@ WALL CONDITION7.CONCRETE/CMU WALL PER PLAN.8.9.2" CLR.MIN.STRONG-TIE OR EQUIVALENT.STRONG-TIE OR EQUIVALENT.& GRADE TO MATCH CONT. TIE ROD.SIZE REQUIREMENT.CCLAP BARSSECTION C-C10.ALL THREADED ROD SIZES& GRADE TO MATCH CONT. TIE ROD.ANCHOR ROD REINFORCEMENTAA@ SLAB INTERIORSECTION A-A@ SLAB EDGESECTION B-B1 1/2"CLR2-#5 HAIRPINS11.5.#4 STIRRUPS "A" @ 3" O.C.SPACED ON BOTH SIDES OF ANCHOR2" CLRMIN.****SEE SCHEDULE FOR TOTAL QUANTITIES#4 SINGLE LEG STIRRUPS "C" EVENLY12.DOUBLE HEAVY HEX NUTS W/ A36 PLATE13.SPACED ALONG BOTH LEGS OF #5ANCHOR ROD REINFORCEMENT3"TYPBBTOP & BOTT.(2) #5 HAIRPIN @ SLAB INTERIOR CONDITION@ SLAB EDGE CONDITION5"5"3"TYP3"TYP5"SEE SLAB INTERIORCOND. FOR ITEMSNOT SHOWN.2 3/4"MIN.5"REQUIRED. EQUALLY SPACED ON4 SIDES OF ANCHOR.ALONG SLAB EDGE. SEE SCHEDULE FORTOTAL QUANTITIES REQUIRED.HAIRPINS. SEE SCHEDULE FOR TOTALQUANTITIES REQUIRED.1.HOLDOWN ANCHOR BOLT PER SIMPSON2.3.CONC SLAB, f'c=5000 psi MIN.5.STEEL STRONG WALL / HARDY FRAME.ANCHOR BOLT REINFORCEMENTAA@ SLAB INTERIORSECTION A-A4.#4 STIRRUPS @ 3 1/2" O.C.SEE SCHEDULE FOR TOTAL QUANTITIESDOUBLE HEAVY HEX NUTS W/ A36 PLATE@ SLAB INTERIOR CONDITION5"5"3 1/2"TYP3 1/2"TYP5"REQUIRED. EQUALLY SPACED ON4 SIDES OF ANCHOR.A4493/4"A4491"A193-B71 1/8"81216PROJECT:ARCHITECT:DEVELOPER:LOCATION:ISSUED DATE:PLOT DATE:ENGINEER:DRAFTER:SHEET NAME:SHEET NUMBER:PROJECT NUMBER:DESCRIPTIONDATENO.REVISIONSRESTRICTIVE NOTICENOT FOR BID ORCONSTRUCTIONDATE SIGNED: 11/20/18*289,6(1*,1((5,1*&2168/7,1*GROUP INC. - ALL RIGHTS RESERVEDTHESE DESIGNS, DRAWINGS, ANDSPECIFICATIONS ARE THE EXCLUSIVE PROPERTYOF GOUVIS ENGINEERING CONSULTING'ZKhW͘d,zZd,^h:dK&KWzZ/',dEKd,Z>'>WZKdd/KE͘d,zDzUSED ONLY BY THEIR INTENDED RECIPIENT ANDONLY FOR THE PROJECT DEPICTED HEREIN. NOPART OF THESE DRAWINGS ARE TO BE COPIED,TRANSFERRED, REPRODUCED, NOR CAN THEYBE USED, IN WHOLE OR IN PART, BY ANY OTHERPERSON OR FOR ANY OTHER PROJECT ORSTRUCTURE, WITHOUT THE PRIOR EXPRESSWRITTEN CONSENT OF GOUVIS ENGINEERINGCONSULTING GROUP64613Glidewell Design Build GroupGlidewell Design Build GroupNewport BeachOrangeCA2300 Mesa Drive01/02/201811/19/2018d1 1/2"8"3" SD-1B TYP. INTERIOR STEM WALL TYP. EXTERIOR STEM WALL DRIVEWAY TO GARAGE/APRON POTSHELF FOOTING PAD FOOTING TYP. (SLAB) OFFSET DETAIL RAISED CURB DETAIL TYP. SLAB STEP DETAIL HOLDOWN STRAP FOR MORE INFORMATIONMIN. f'c = 2500 psi.2.1.FOR CONNECTION TYPE.REFER TO PLANS & TABLE BELOWMIN. 4X4 POST (U.N.O.).HOLDOWN STRAP, SEE PANELNOTES:----EXTERIORSTHD INSTALLATIONSIMPSONHOLDOWNle16d SINKERNAILS#4 BAR x8'-0" CENTERED@ HD *STHD1010"20(1) TOP & (1) BOTT.*STHD1414"24(1) TOP & (1) BOTT.3.WIDEN FOOTING WHEREOCCURS, SEE DETAIL 1.-4.REBAR PER TABLE, CENTERED @"HD" (BEND REBAR @ CORNER).LOCATE TOP BAR 3" TO 5" FROMTOP OF CONCRETE. POST TO FOOTING AT DECKMEMBRANE BETWEEN POST BASEDETAIL "A"DETAIL "B"CONNECTED TO THE BUILDINGSYSTEM IS NOT PROPERLY CONNECTED TO THE BUILDING CONSTRUCTION OR DECKWHEN DECK IS ADDED AFTERFOR LATERAL FORCES, USEFOR LATERAL FORCES PEREXTEND L5X5X1/2 INTO CONC.FOOTING AS SHOWN.2 1/2"X2 1/2"X1/4" WASHER.5/8" DIA. M.B. WITH AND TOP OF CONC FOOTING.4.6.5.NOTES:MULTI -STUD OR POST PER PLAN.SIMPSON CBSQ.3.2.6X6 POST (U.N.O.).PROVIDE STEGO WATERPROOF1.EITHER DETAIL 4/SD2 OR 14/SD2,USE DETAIL "A".7.L 5X5X1/2. U.N.O.--8.BOTTOM OF POST.DETAIL "B".CONCRETE STEM/FOOTINGPROJECT:ARCHITECT:DEVELOPER:LOCATION:ISSUED DATE:PLOT DATE:ENGINEER:DRAFTER:SHEET NAME:SHEET NUMBER:PROJECT NUMBER:DESCRIPTIONDATENO.REVISIONSRESTRICTIVE NOTICENOT FOR BID ORCONSTRUCTIONDATE SIGNED: 11/20/18*289,6(1*,1((5,1*&2168/7,1*GROUP INC. - ALL RIGHTS RESERVEDTHESE DESIGNS, DRAWINGS, ANDSPECIFICATIONS ARE THE EXCLUSIVE PROPERTYOF GOUVIS ENGINEERING CONSULTING'ZKhW͘d,zZd,^h:dK&KWzZ/',dEKd,Z>'>WZKdd/KE͘d,zDzUSED ONLY BY THEIR INTENDED RECIPIENT ANDONLY FOR THE PROJECT DEPICTED HEREIN. NOPART OF THESE DRAWINGS ARE TO BE COPIED,TRANSFERRED, REPRODUCED, NOR CAN THEYBE USED, IN WHOLE OR IN PART, BY ANY OTHERPERSON OR FOR ANY OTHER PROJECT ORSTRUCTURE, WITHOUT THE PRIOR EXPRESSWRITTEN CONSENT OF GOUVIS ENGINEERINGCONSULTING GROUP64613Glidewell Design Build GroupGlidewell Design Build GroupNewport BeachOrangeCA2300 Mesa Drive01/02/201811/19/2018 #4 HORIZ. @ 24" O.C. POST TO FOOTING AT DECKMEMBRANE BETWEEN POST BASEDETAIL "A"DETAIL "B"CONNECTED TO THE BUILDINGSYSTEM IS NOT PROPERLY CONNECTED TO THE BUILDING CONSTRUCTION OR DECKWHEN DECK IS ADDED AFTERFOR LATERAL FORCES, USEFOR LATERAL FORCES PEREXTEND L5X5X1/2 INTO CONC.FOOTING AS SHOWN.2 1/2"X2 1/2"X1/4" WASHER.5/8" DIA. M.B. WITH AND TOP OF CONC FOOTING.4.6.5.NOTES:MULTI -STUD OR POST PER PLAN.SIMPSON CBSQ.3.2.6X6 POST (U.N.O.).PROVIDE STEGO WATERPROOF1.EITHER DETAIL 4/SD2 OR 14/SD2,USE DETAIL "A".7.L 5X5X1/2. U.N.O.--8.BOTTOM OF POST.DETAIL "B".UP TO 1" IN 40'SD-1ACONCRETE STEM/FOOTINGPROJECT:ARCHITECT:DEVELOPER:LOCATION:ISSUED DATE:PLOT DATE:ENGINEER:DRAFTER:SHEET NAME:SHEET NUMBER:PROJECT NUMBER:DESCRIPTIONDATENO.REVISIONSRESTRICTIVE NOTICENOT FOR BID ORCONSTRUCTIONDATE SIGNED: 11/20/18*289,6(1*,1((5,1*&2168/7,1*GROUP INC. - ALL RIGHTS RESERVEDTHESE DESIGNS, DRAWINGS, ANDSPECIFICATIONS ARE THE EXCLUSIVE PROPERTYOF GOUVIS ENGINEERING CONSULTING'ZKhW͘d,zZd,^h:dK&KWzZ/',dEKd,Z>'>WZKdd/KE͘d,zDzUSED ONLY BY THEIR INTENDED RECIPIENT ANDONLY FOR THE PROJECT DEPICTED HEREIN. NOPART OF THESE DRAWINGS ARE TO BE COPIED,TRANSFERRED, REPRODUCED, NOR CAN THEYBE USED, IN WHOLE OR IN PART, BY ANY OTHERPERSON OR FOR ANY OTHER PROJECT ORSTRUCTURE, WITHOUT THE PRIOR EXPRESSWRITTEN CONSENT OF GOUVIS ENGINEERINGCONSULTING GROUP64613Glidewell Design Build GroupGlidewell Design Build GroupNewport BeachOrangeCA2300 Mesa Drive01/02/201811/19/2018 SD-2SIDE VIEWEND VIEW1.BM., SEE PLAN (MIN. DEPTH 12").SIMPSON STRAP EACH SIDEOF BEAM TO POST.POST, SEE PLAN.ALT. TO MSTA12 STRAPS, USE 2X KING STUD EACH SIDE OF BEAM TO POST & NAIL W/ 16d'S @ 16" O.C. TO POST& MIN. (5) 16d'S TO BEAM.2.3.4.NOTE:-ADD SHIMS AS REQUIRED.IF THERE IS DBL. TOP PLATE-BTWN. BM. & POST, INCREASELENGTH OF STRAP TOACCOMMODATE.STRAP ACAPACITY-5600#2900#MSTA12EA. SIDE(1) CS16B(2) CS16COF EACH STRAPOVERALL LENGTH 12"24"24"FILL ALL STRAP HOLES WITH-NAILS.SECTION C-CCC1.ROOF SHEATHING PER PLAN.2.B.N.3.ROOF JOISTS PER PLAN.4.2x BLK'G.5.2x BLK'G. @ 24" O.C.6.A35'S PER SHEAR WALL7.BM. OR DBL. TOP PLATE.8.SHEAR PANEL PER PLAN.SCHEDULE.PROJECT:ARCHITECT:DEVELOPER:LOCATION:ISSUED DATE:PLOT DATE:ENGINEER:DRAFTER:SHEET NAME:SHEET NUMBER:PROJECT NUMBER:DESCRIPTIONDATENO.REVISIONSRESTRICTIVE NOTICENOT FOR BID ORCONSTRUCTIONDATE SIGNED: 11/20/18*289,6(1*,1((5,1*&2168/7,1*GROUP INC. - ALL RIGHTS RESERVEDTHESE DESIGNS, DRAWINGS, ANDSPECIFICATIONS ARE THE EXCLUSIVE PROPERTYOF GOUVIS ENGINEERING CONSULTING'ZKhW͘d,zZd,^h:dK&KWzZ/',dEKd,Z>'>WZKdd/KE͘d,zDzUSED ONLY BY THEIR INTENDED RECIPIENT ANDONLY FOR THE PROJECT DEPICTED HEREIN. NOPART OF THESE DRAWINGS ARE TO BE COPIED,TRANSFERRED, REPRODUCED, NOR CAN THEYBE USED, IN WHOLE OR IN PART, BY ANY OTHERPERSON OR FOR ANY OTHER PROJECT ORSTRUCTURE, WITHOUT THE PRIOR EXPRESSWRITTEN CONSENT OF GOUVIS ENGINEERINGCONSULTING GROUP64613Glidewell Design Build GroupGlidewell Design Build GroupNewport BeachOrangeCA2300 Mesa Drive01/02/201811/19/20181.ROOF SHEATHING PER PLAN.2.B.N.3.ROOF JOISTS PER PLAN.4.2x BLK'G.5.6.A35'S PER SHEAR WALL7.BM. OR DBL. TOP PLATE.SHEAR PANEL PER PLAN.SCHEDULE. SD-3FLOOR BEAM PER PLAN.14.TRUSS BOTT. CHORD W/ ENDWEB WHERE OCCURS.TRUSS HANGER PER TRUSS16.MANUFACTURER.NAILS W/ SAME SPACING ASOR L.V.L. CONT. RIM PER PLAN. (USE MIN. 1 1/2" WIDE RIM FORBLOCKED DIAPHRAGM).STRAP HOLDOWN DETAIL1.DECK W/SLOPE TO DRAIN OR E.N. TYP.2X LEDGER W/ (2) ROWS OF1/4" SDS x 3" SCREWS @ 12" O.C. BM. OR RIM JOIST PER PLAN AND PER DETAIL 7/SD3.PLYWOOD SHEATHING.WALL OR BM. WHERE OCCURS.FLOOR SYSTEM PER PLANS.FLOOR JOIST PER PLAN W/ WITH (2) 16d's PER CONN. PER2X NAIL SPACED DECKING8.APPROVED JOIST HANGER.2X BLOCKING PER DETAIL 7/SD32X4 BLOCKING W/ 16d's @ 4" O.C.11.12.SUPPORT RIM JOIST FROMCANT. FLOOR JOIST W/ FULL HT.INVERTED "HU" HANGER.NOTE:USE PLYWOOD FILLER @ I-JOIST TO RECEIVE HANGER OR OTHERMEMBERS.CANT. JOIST PER PLAN W/ SLOPE(NOTE: BACK SPAN TO BE2x LENGTH OF CANT. DECK U.N.O.)ARCH. OR OTHER DETAILS.13.FLUSH/DROP BEAM OR WALLPER PLAN.TYPICAL ALT. DECKING14.SEE ALT. DECKING BELOW.PROJECT:ARCHITECT:DEVELOPER:LOCATION:ISSUED DATE:PLOT DATE:ENGINEER:DRAFTER:SHEET NAME:SHEET NUMBER:PROJECT NUMBER:DESCRIPTIONDATENO.REVISIONSRESTRICTIVE NOTICENOT FOR BID ORCONSTRUCTIONDATE SIGNED: 11/20/18*289,6(1*,1((5,1*&2168/7,1*GROUP INC. - ALL RIGHTS RESERVEDTHESE DESIGNS, DRAWINGS, ANDSPECIFICATIONS ARE THE EXCLUSIVE PROPERTYOF GOUVIS ENGINEERING CONSULTING'ZKhW͘d,zZd,^h:dK&KWzZ/',dEKd,Z>'>WZKdd/KE͘d,zDzUSED ONLY BY THEIR INTENDED RECIPIENT ANDONLY FOR THE PROJECT DEPICTED HEREIN. NOPART OF THESE DRAWINGS ARE TO BE COPIED,TRANSFERRED, REPRODUCED, NOR CAN THEYBE USED, IN WHOLE OR IN PART, BY ANY OTHERPERSON OR FOR ANY OTHER PROJECT ORSTRUCTURE, WITHOUT THE PRIOR EXPRESSWRITTEN CONSENT OF GOUVIS ENGINEERINGCONSULTING GROUP64613Glidewell Design Build GroupGlidewell Design Build GroupNewport BeachOrangeCA2300 Mesa Drive01/02/201811/19/2018 SD-4 EQUALEQUALEQUAL EQUAL1 1/2"TYP.1 1/2"1/2"1 1/2"1.HIP PER PLAN.2.RIDGE PER PLAN.3.4.SIMPSON HRC.POST PER PLAN WITH ST22TO RIDGE (PROVIDE SHIM ASREQUIRED).TYPICAL BEAM-BEAM CONNECTIONS AND SCHEDULESCHEDULEBEAM DEPTHD1 & D2SHEAR PLATETHICKNESSWELD "W"C8, C101/4"3/16"0%OR A.W.S. MINIMUM.NUMBER OF BOLTS, SHEAR PL, WELD SIZE & BOLT GRADE TYP. U.N.O. ON PLANS.(1)(2)(3)(4)BOLT SPACING TO BE GREATER OF 3d OR 3", WHERE 'd' IS THE BOLT DIAMETER.ALL BOLTS TO BE A307 & IN SINGLE SHEAR U.N.O.NUMBER OF BOLTS(4)(3)(2)C120%W8 TO W10W12 TO W14W16W18W21W24CAPACITY (KIPS)MIN. CONNECTIONKK8.2K16.3KK28.9K46.4K64.4K82.2A USE ONE-SIDED BEAM CONNECTIONS.1. FOR HORIZONTAL OFFSET > 6" ONE-SIDED BEAM TO BEAM CONNECTIONFOR SHEAR PLATE & BOLTS SEE SCHEDULE.D2-D1 > 6" & BM TO FRAME''D1 > 8"'SCHED.SEE"W"3/8"1/2"1/4"NOTES:SEESCHEDULE3 SIDESSCHEDULESEE"W""W"FOR SHEAR PLATE& BOLTS, SEESCHEDULE1/4"1/4"3/8"3/8"3/8"SCHED.SEE"W"SCHED.SEE"W"3/16"3/16"3/16"1/4"1/4"1/4"SCHED.SEE"W"SCHED.SEE"W"SEE NOTE 33" TYP.BTWO-SIDED BEAM TO BEAM CONNECTIONSEE NOTE 33" TYP.SEE NOTE 33" TYP.DTYPICAL CHANNEL TO CHANNELFOR SHEAR PLATE& BOLTS, SEESCHEDULE(5)CBOLT SIZE, WELD ETC.SEE SCHEDULE FORDROPPED BEAMGIRDER PER PLANW BEAMPER PLANCONNECTION PLATEPER SCHEDULEW BEAMPER PLANCONNECTION DETAILBM WIDTH+ 1/4"8"2"2"1/8SHEATHING PER PLANSTEEL BEAM PER PLANWOOD NAILERWOOD NAILERWOOD NAILERWOOD BEAM PER PLAN(NOTCHED TO CLEARSTEEL BEAM FLANGE)(BOTH SIDESOF STL BM)1/4" THK. U-PLATE HANGER:7+58%2/76PLAN VIEWSIDE VIEWSTL. BM. TO CONC. CONNECTIONSECTION A-ACONCRETE PODIUM PER PLAN.1.CONCRETE BEAM PER PLAN.2.7+.3/$7(:$%3.STEEL BEAM PER PLAN.4.1/4TYPAAPLYWOOD SHEATHING.5.LIGHT WEIGHT CONC., (OR TILES).6.PROJECT:ARCHITECT:DEVELOPER:LOCATION:ISSUED DATE:PLOT DATE:ENGINEER:DRAFTER:SHEET NAME:SHEET NUMBER:PROJECT NUMBER:DESCRIPTIONDATENO.REVISIONSRESTRICTIVE NOTICENOT FOR BID ORCONSTRUCTIONDATE SIGNED: 11/20/18*289,6(1*,1((5,1*&2168/7,1*GROUP INC. - ALL RIGHTS RESERVEDTHESE DESIGNS, DRAWINGS, ANDSPECIFICATIONS ARE THE EXCLUSIVE PROPERTYOF GOUVIS ENGINEERING CONSULTING'ZKhW͘d,zZd,^h:dK&KWzZ/',dEKd,Z>'>WZKdd/KE͘d,zDzUSED ONLY BY THEIR INTENDED RECIPIENT ANDONLY FOR THE PROJECT DEPICTED HEREIN. NOPART OF THESE DRAWINGS ARE TO BE COPIED,TRANSFERRED, REPRODUCED, NOR CAN THEYBE USED, IN WHOLE OR IN PART, BY ANY OTHERPERSON OR FOR ANY OTHER PROJECT ORSTRUCTURE, WITHOUT THE PRIOR EXPRESSWRITTEN CONSENT OF GOUVIS ENGINEERINGCONSULTING GROUP64613Glidewell Design Build GroupGlidewell Design Build GroupNewport BeachOrangeCA2300 Mesa Drive01/02/201811/19/2018WOOD FRAMING TO CONC. PODIUM/BM.CONCRETE PODIUM PER PLAN.1.CONCRETE BEAM PER PLAN.2.4X P.T.D.F. (DEPTH TO MATCH 3.FLR. SYSTEM PER PLAN.4.PLYWOOD SHEATHING.5.LIGHT WEIGHT CONC., (OR TILES).6.:,7+)-:52:62)A.B., @ 32" O.C. FLOOR B.N.7.B.N. FOR THE FIRST TWO BAYS.8.4X F.H. BLK'G FORST TWO BAYS,9.ADD #4 HORIZONTAL BARS.10.W/ SIMPSON "PA28" APPLIEDAS SHOWN. FOOTING DETAILF.F.12"11PER PLANSLAB REINF.2-#5 (T&B)2"CLRF.F.12"11PER PLANSLAB REINF.2-#5 (T&B)2"CLRPER ARCH6" MIN.CONC. CURBPER PLANWHERE OCCURS.CONT. #4#4 VERT.@16" O.C.WITH CONC. CURBTYPICAL WALL FTG/GRADE BMCONSTRUCTION JOINTCONSTRUCTION JOINTSHEAR KEYS FROMNOTESHEIGHT OF GRADE BEAM.2. NUMBER OF 2x6'S USED FOR SHEAR KEY VARIES BASED ONFTG REINF., SEE PLAN1. JOINT LOCATION SHALL BE PROVIDED BY STRUCTURAL ENGINEER.CONSTRUCTION JOINTCLASS 'B' SPLICE ATPROVIDE DOWELS FOR2x6'S AS SHOWNPIPE SLEEVES THRUSTRIP FTGS.CONC WALLCONCBPIPE SLEEVEBELEVATION1'-6" MIN.FTG.1" CLRTYP.PLACE A MIN. OF 3 DAYSCONC. OR LEAN CONC. FILLBEFORE PLACING CONC. FTGEXCAVATIONA12THIS LINEFTG BELOWPARALLEL TODO NOT EXCAVATE18" MIN.NOTES:ALL SLEEVES SPACED CLOSER THAN ONE DIA. CLR.10" PER THE TYP. WALL OPENING DET. "GROUPS" OF SLEEVES INCLUDES1. REINFORCE OPENINGS FOR SLEEVES OR GROUPS OF SLEEVES LARGER THAN3. SEE MECH. & CIVIL DWGS FOR ADDL REQUIREMENTS AT SLEEVES.SECTION MATCH FTGWIDTH2. NO SLEEVE OR GROUP OF SLEEVES SHALL BE LARGER THAN 16".SD-5STRUCTURAL CONCRETEDETAILSGEGEELEVATOR PLATE CONNECTIONWALLSECTION @ SLABSECTION @ WALLPER PLANWALLPER PLANCONC SALBPER PLAN1/4" PLATEPLATE SIZE:$%PER MFR.1/4" PLATEPLATE SIZE:$%PER MFR.LOCATION OF PLATES TO BE1.NOTES:VERIFY W/ ELEVATOR MFR.FOR DRILL & EPOXY OPTION2.DETAILS TO BE COORDINATED W/3.USE SIMPSON SET-XP 4" MIN.EMBEDMENT ESR #2508DAMAGE ANY REINFORCING BARS.WHEN DRILLING, DO NOT CUT OR4.ELEVATOR MFR. SHOP DRAWINGSBY CONTRACTOR.ANY MODIFICATIONS TO BE SENT5.VIA RFI OR SUBMITTAL TO EOR.CONTRACTOR TO PROVIDEALLOWANCE FOR ANY ADDITIONAL6.ELEVATOR MFR. REQUIREMENTS.1/4TYP1/4TYPTYPICAL REINFORCING GRADE 60 SPLICE SCHEDULE 1:6 MAX. FOR COLUMNSSHOP OFFSET LAP SLOPESEE SCHEDULE1:12 MAX. FOR BEAMSTYPICAL LAP SPLICESNON-CONTACT LAPCS = CLEAR SPACESTAGGERED SPLICINGBAR SPACINGBUNDLE LAP SPLICESBARAREA (sq.in.)0.110.20.310.440.60.7911.271.56Diameter db0.3750.50.6250.750.87511.1281.271.41DEVELOPMENTTYPECATEGORYDESCRIPTIONNORMALWEIGHTCONCRETEf'c PSI#3#4#5#6#7#8#9#10#11TOPBOTTOPBOTTOPBOTTOPBOTTOPBOTTOPBOTTOPBOTTOPBOTTOPBOTCLASS B1COVER >= 2dbAND CLR.SPACING >= 4db30002116231828223426493856436349715579614000211621162519292343334937554262476853500021162116221726203829443449385543614760002116211621162419352740314534503956432ALL OTHERS300028223829473656438163937210581118911311014000251933254131493771548162917010279114875000221729233628443463497256816392711027860002116272133264031584566517457846493713COVER < dbOR CLR.SPACING < 2db3000NANANANA70548464122941391071571211771361961514000NANANANA6147735610681121931361051531181701315000NANANANA54426550957310883121941371051521176000NANANANA50385946866799761118512596139107CLASS SWLSEE NOTE 1BELOW3000NANA483459437151835995681077712086134964000NANA41205237624472528259936610475116835000NANA3727463355406446745383599367104746000NANA34244230513659426748765485619568NOTE: 1. USE CLASS SWL LAPS FOR ALL SEISMIC SPLICES LOCATED OUTSIDE FRAME COLUMNS, WALL BOUNDARIES, INCLUDING STRUTS. CHORDS AND DIAPHRAGM REINFORCING.TYPICAL STRAIGHT & HOOKED EMBEDMENT LENGTH SCHEDULE FACE OF CONCRETE2 1/2"MIN.#3 THRU #8#9, #10 & #11LCCLENGTH OF CONFINEDCORE OF A COLUMN ORBOUNDARY ELEMENTOUTSIDE FACE OF TIEFACE OF TIEOUTSIDEBARAREA (sq.in.)0.110.20.310.440.60.7911.271.56Diameter db0.3750.50.6250.750.87511.1281.271.41DEVELOPMENTTYPECATEGORYDESCRIPTIONNORMALWEIGHTCONCRETEf'c PSI#3#4#5#6#7#8#9#10#11TOPBOTTOPBOTTOPBOTTOPBOTTOPBOTTOPBOTTOPBOTTOPBOTTOPBOTSTRAIGHTTENSIONEMBEDMENT(CLASS A)1COVER >= 2db AND CLR.SPACING >= 4db30001612181422172620382943334937554261474000161216121915231833253729423347375341500016121612171320162923342638294333473660001612161216121914272131243427393043332ALL OTHERS300022172922362843336348725581629170101784000191525193124372954426248705479618767500017132317282234264938564363487154786060001612211626203124453451395744645071553COVER < db OR CLR.SPACING < 2db3000NANANANA54426550947210783121931361051511164000NANANANA473656438163937210581118911311015000NANANANA4232503973568364947210681117906000NANANANA38304635675176598566967410782SEISMICSTRAIGHT BARANCHORED IN SEISMICFRAME COLOR SHEARWALL BOUNDARY3000231630223727453252375943674875548460400021152619322339284532523758426547735250002115231729213525402946335237594265476000211521152719322337274230473453385943HOOKEMBEDMENTSTANDARDALL OTHERS300068101214161820224000679101214161719500066891112141617600066791011131416SEISMICHOOK ANCHORED INSEISMIC FRAME COLORSHEAR WALL BOUNDARY30007911131517192224400068101113151719215000679101214151719600066891112141617PROJECT:ARCHITECT:DEVELOPER:LOCATION:ISSUED DATE:PLOT DATE:ENGINEER:DRAFTER:SHEET NAME:SHEET NUMBER:PROJECT NUMBER:DESCRIPTIONDATENO.REVISIONSRESTRICTIVE NOTICENOT FOR BID ORCONSTRUCTIONDATE SIGNED: 11/20/18*289,6(1*,1((5,1*&2168/7,1*GROUP INC. - ALL RIGHTS RESERVEDTHESE DESIGNS, DRAWINGS, ANDSPECIFICATIONS ARE THE EXCLUSIVE PROPERTYOF GOUVIS ENGINEERING CONSULTING'ZKhW͘d,zZd,^h:dK&KWzZ/',dEKd,Z>'>WZKdd/KE͘d,zDzUSED ONLY BY THEIR INTENDED RECIPIENT ANDONLY FOR THE PROJECT DEPICTED HEREIN. NOPART OF THESE DRAWINGS ARE TO BE COPIED,TRANSFERRED, REPRODUCED, NOR CAN THEYBE USED, IN WHOLE OR IN PART, BY ANY OTHERPERSON OR FOR ANY OTHER PROJECT ORSTRUCTURE, WITHOUT THE PRIOR EXPRESSWRITTEN CONSENT OF GOUVIS ENGINEERINGCONSULTING GROUP64613Glidewell Design Build GroupGlidewell Design Build GroupNewport BeachOrangeCA2300 Mesa Drive01/02/201811/19/2018SLAB SECTIONSLAB#5 CONTSLAB REINF. (T)SEE PLANSLAB REINF. (B)SEE PLAN#5 @ 16" O.C.4'-0"1. MIN. STRUCTURAL SLAB THICKNESS2. TOPPING SLAB PER ARCHITECT.3. SLOPE PER ARCHITECT.4. DRAINAGE BY OTHERS.TO BE MAINTAINED PER PLAN.512345. MIN. STRUCTURAL SLAB THICKNESSAT TRANSITION, PER PLAN. 6 MIN.1CONC. WALL CONTROL JOINTFCC002SINGLE LAYER REINF. PLAN3/4"DOUBLE LAYER REINF. PLANREINF.PER PLANS3/4"EXT. FACEEXT. FACEREINF.PER PLANSSAWCUT AFTER CURED ORPROVIDE TOOL JOINT,CAULK IF REQ'D BY ARCH.SAWCUT AFTER CURED ORPROVIDE TOOL JOINT,CAULK IF REQ'D BY ARCH.D2D112" MINOR 1.5 D1WHICHEVERIS LARGER(A) HOLES NEXT TO ONE ANOTHERSLABBEAM STEM(B) HOLES NEXT TO SUPPORTSSLABFACE OF SUPPORTHOLE THROUGHBEAM STEMMIN. 2H''ADD (3) #4STIRRUPS @ 3" O.C.EACH SIDE, VERT.+2/(3(1(75$7,21720$;5(9,(:($&+LOCATION WITH ENGINEER.FOR HOLES SMALLER THAN TOP & BOT.6(('(7CONT. BARSTIRRUPSFOR REINF.ADD #4SEE BEAM ELEV.@ 3" O.C. TOP & BOT.SIDE, HORIZ.ADD (2) #6 x 5'-0"TOP & BOT. EACHH/4MAX.ADD (3) #4STIRRUPS @ 3" O.C.EACH SIDE, VERT.FOR REINF.CONT. BAR (T & B)SEE BEAM ELEV.0$;+2/(7+58BEAM. SEE MECHANICALFOR LOCATIONS AND SIZE& ELECTRICAL DRAWINGSADD (1) #6 x 4'-0" (T & B)EACH SIDE, HORIZ.BEAM PENETRATION (HOLE 5" MAX.)BEAM PENETRATION (HOLE 5" TO 10" MAX.)WHERE REQ'D.NOTES1. 1" OR BAR DIA. MIN. CLR., WHICHEVER IS LARGER.DROP IN PODIUM SLABSEE BM. SCHEDON THE PLAN SD-6STRUCTURAL CONCRETEDETAILSGEGEbb18"EQ.EQ.TRENCH1SC314SIZESEE ARCHDWG.8"MIN1111#4 @ 12" O.C.TRENCH AND GRATINGSEE ARCH & PLUMBING DWGS.#4 @ 16" O.C.SLAB ON GRADE8"MINDEPTH & SLOPE, SEE CIVILOR PLUMBING DWG.SEE FOOTING SIZEFOR MIN. THICKNESSCONC CURB ON SUSPENDED SLAB8SC3134" MIN.8" MAX.8" MIN.12" MAX.2'-0"2-#4EACH CORNERAND @12" O.C., TYP.(1)-#4 CONT.(2)-#4 CONT.TYP. SLAB REINF.3" CLR.1 1/2" CLEAR TYP.#4 @ 16" O.C.TYP. SLAB REINF.#4 @ 16" O.C.2'-6" MAX HT. PLANTER@ PODIUM SLABSTD_01SC3141'-6"2-#4 CONT BOND BEAMNOTE:FOR WATER PROOFING, DRAINAGE,AND INFORMATION NOT SHOWN,SEE ARCH. & LANDSCAPE DRAWINGS.REMOVE FACE SHELL ATCELL CONTAINING DOWELS6" OR 8" CMU PLANTER#4 HORIZ. AS SHOWN#4 @ 24" O.C. VERT.SEE ARCH ORTOPPING SLABWATERPROOFINGBY OTHERSPODIUM SLABCAP, SEE ARCHEQ.EQ.WATERPROOFINGBY OTHERSTOPPING SLAB#4 CONTPROJECT:ARCHITECT:DEVELOPER:LOCATION:ISSUED DATE:PLOT DATE:ENGINEER:DRAFTER:SHEET NAME:SHEET NUMBER:PROJECT NUMBER:DESCRIPTIONDATENO.REVISIONSRESTRICTIVE NOTICENOT FOR BID ORCONSTRUCTIONDATE SIGNED: 11/20/18*289,6(1*,1((5,1*&2168/7,1*GROUP INC. - ALL RIGHTS RESERVEDTHESE DESIGNS, DRAWINGS, ANDSPECIFICATIONS ARE THE EXCLUSIVE PROPERTYOF GOUVIS ENGINEERING CONSULTING'ZKhW͘d,zZd,^h:dK&KWzZ/',dEKd,Z>'>WZKdd/KE͘d,zDzUSED ONLY BY THEIR INTENDED RECIPIENT ANDONLY FOR THE PROJECT DEPICTED HEREIN. NOPART OF THESE DRAWINGS ARE TO BE COPIED,TRANSFERRED, REPRODUCED, NOR CAN THEYBE USED, IN WHOLE OR IN PART, BY ANY OTHERPERSON OR FOR ANY OTHER PROJECT ORSTRUCTURE, WITHOUT THE PRIOR EXPRESSWRITTEN CONSENT OF GOUVIS ENGINEERINGCONSULTING GROUP64613Glidewell Design Build GroupGlidewell Design Build GroupNewport BeachOrangeCA2300 Mesa Drive01/02/201811/19/2018CONCRETE LINTEL1 1/2"CLRPER PLANREBARS EXTEND 3'-0"#3 @ 12" O.C. STIRRUPSCONC SLAB PER PLANHOOK SLAB TOP REINF. INTO LINTELLINTEL BEAM PER PLANINTO SLAB WHERE OCCURSSLAB REINF. PER PLAN1" CLR MIN. (TOSEE SCHED.SEE NOTE 3AT FOUNDATION)DIAG. REINF., SEESCHED. (OMIT DIAG. END OF HKS ONLY)STD HK ROTATE TODOUBLE CURTAINPROVIDE MIN CLRALL SIDESTRIM REINF.24" MIN."L"OPENAPROVIDE STD.HK AT END OFWALL OR EDGEOF OPNG3"CLR MAX.ELEV.ELEV.REINF.TYP. WALL 2" CLR MAX.'t'PLANREINF.TRIM +.785172PROVIDE MIN CLRTRIM REINF.SINGLE CURTAINTYP. WALL REINF.PLANA't'4. MAY OMIT DIAGONALS IF THE LARGEST OPENING DIMENSION IS LESS 3. AT SERIES OF OPNGS WHERE PIER OR SPANDREL IS NARROWER THAN2. MIN. TRIM REINF. TO BE LARGER OF TYP WALL REINF. OR SIZE SHOWN1. SCHED. REINF. APPLIES TO ALL OPNGS, UNLESSTHREE TIMES "L", BAR DEVELOPMENT LENGTH, RUN TRIM REINF. CONT.7. "L" SEE TABLES ON 2/SD5.6. COORDINATE OPNG LOCATIONS AND SIZES W/ OTHER TRADES INCLUDINGBUT NOT LIMITED TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, OR 12", WHICHEVER IS SMALLER.5. DETAIL IS NOT REQD FOR OPNGS SMALLER THAN THE WALL THICKNESSAND PLUMBING.IN SCHED.OTHERWISE SHOWN.THAN 2'-0".NOTES:"W"5'-0" TO LESS THAN 7'-0"7'-0" TO LESS THAN 12'-6"REINFORCING SCHEDULE12'-6" TO LESS THAN 26'-0"LESS THAN 5'-0"OPENING "W"8" WALL12" WALLSEE ELEV.2-#82-#92-#82-#52-#6REINF.2-#52-#6REINF.EA. FACEFOR WALLREINFORCINGSEE WALLELEVATIONS#4 U-BARSSAME SPACINGAS WALL STEEL(2)-#5SECTIONOPENING TRIM BARS2-#5LINTEL BARS2-#52-#52-#5WALL REINF. @ OPENING 4SC312TYPICAL ONE WAY SLAB REINFORCEMENT#5 @ 12" O.C.(T)#6 @ 12" O.C.(T)#5 @ 8" O.C.(T)#4 @ 12" O.C. T&B#5 @ 12" O.C.(B)#6 @ 6" O.C.(T)#5 @ 12" O.C.(T)10" MINS-3#4 @ 12" O.C. T&B#6 @ 12" O.C.(B)#6 @ 6" O.C.(T)#6 @ 6" O.C.(T)10" MIN.S-2ROUGHEN JT1" DEEP KEYBM ORWALLTYP1'-6"TYP.BAR U.N.O. ON PLANSEXTEND EVERY THIRDL2BOTT. BARS (B)SEE SCHED.LC SUPPORTREMARKS#5 @ 18" O.C. T&BTEMP. REINF.L#5 @ 12" O.C.(T)C SUPPORT BEAM ORFACE OF WALLGREATERTYP.0.30 L1GREATERWHICHEVER IS 3'-6"#5 x@ 12" O.C.2'-8"SEE SCHED.SEE SCHED.TEMP. REINF.SEE SCHED.BOTT. BARSBAR U.N.O. ON PLANSEXTEND EVERY THIRDTOP BARS (T)30 BAR DIA.2-#6 CONT.OR PER SCHED.L#6 @ 16" O.C.(T)C SUPPORT BEAM ORFACE OF WALLMARKTHICKNESSS-18"SHOWN FOR CLARITYBEAM REINF. NOTOR PER PLANWHICHEVER IS 0.30 L1 OR 0.30 L2SLAB SCHEDULE#6 @ 12" O.C.(B)2" CLRTYP0.30 L1 OR 0.30 L2WHICHEVER IS OR PER PLANGREATER30 BAR DIA.3"3"L16"MINSECTION5. SHEAR WALL PER PLAN.4. APPROVED TOP FLANGE HANGER1. BASEMENT RET. WALL PER PLANFLOOR B.N.3.7. SIMPSON "PAI23" W/ 10d's AT EVERY 6" EMBEDED INTO RET. WALL.8. ADD CONT. HORIZ. #4 BAR.SECTIONJOISTS PARELLEL TO THE RET. WALLJOISTS PERPENDICULAR TO THE RET. WALL12. B.N. FOR THE FIRST 8 FEET FROMWALL. & 2X F.H. BLK'G CONT.10. CONT. SIMP CS16 @ 4'-0" O.C.W/ 10d's NAILS @ 4 1/8" O.C.FOR 4X & 2X BLK'G ALL BAYS.11. B.N. FOR THE FIRST 8 BAYS FROMWALL.W/ SIMP. "PA28" APPLIED AS SHOWN9. 4X F.H. BLK'G FIRST 2 BAYS PEROTHER HOLE @ 4'-0"O.C. MAX.2. FLOOR SYSTEM PER PLAN.6. 3X P.T.D.F. MUD SILL W/ ;$1&+25%2/7#2&LAP CS16 INTO PA28.13. 4XP.T.D.F. (DEPTH TO MATCH F/J)W/ (2)ROWS OF 5/8" A.B. @32" O.C.(U.N.O.).14. ADDED CONT. #4 HORIZ. BARS.OR FACE MOUNT HANGER.15. LIGHT WEIGHT CONCRETE, (OR TILES).F.G.F.G.WHERE OCCURSWHERE OCCURS SD-7STRUCTURAL CONCRETEDETAILSGEGETRIM BARS FOR INT. OPENINGSIN SLAB1. ALL OPENINGS LARGER THAN 12" SHALL BE TRIMMED AS SHOWN.3. FOR MULTIPLE OPENINGS SEE 2. THESE BARS ARE IN ADDITION TO REBAR SHOWN ON PLANS.MAX. OPENING DIMENSION24" TO 2'-6"2'-6" & LARGER1-#5 T & B, EA. SIDE2-#5 T & B, EA. SIDENOTES:1 1/2" CLR.MAX. OPENING DIMENSIONSEE SCHEDULE BELOW1-#5 X 3'-0"REINFORCING,SEE SCHEDULEBELOWT & B, TYP.5_24" MIN.TYP.3-4. FOR REINF. @ OPENINGS < 24" SEE REINFORCINGTRIM BARS FOR OPENINGS@ SLAB EDGE1. ALL OPENINGS LARGER THAN 12" SHALL BE TRIMMED AS SHOWN.3. FOR MULTIPLE OPENINGS SEE 2. THESE BARS ARE IN ADDITION TO REBAR SHOWN ON PLANS.MAX. OPENING DIMENSION12" TO 18"2'-6" & LARGER18" TO 2'-6"1-#5 EA. SIDE2-#5 T & B, EA. SIDE1-#5 T & B, EA. SIDESLAB EDGENOTES:1-#5 T & B, TYP.24"MIN.TYP.1 1/2" CLR.TYP.24"MIN.MAX. OPENING DIMENSIONSEE SCHEDULE BELOW1-#5 X 3'-0"REINFORCING,SEE SCHEDULEBELOWT & B, TYP.5-36" REINFORCINGPROJECT:ARCHITECT:DEVELOPER:LOCATION:ISSUED DATE:PLOT DATE:ENGINEER:DRAFTER:SHEET NAME:SHEET NUMBER:PROJECT NUMBER:DESCRIPTIONDATENO.REVISIONSRESTRICTIVE NOTICENOT FOR BID ORCONSTRUCTIONDATE SIGNED: 11/20/18*289,6(1*,1((5,1*&2168/7,1*GROUP INC. - ALL RIGHTS RESERVEDTHESE DESIGNS, DRAWINGS, ANDSPECIFICATIONS ARE THE EXCLUSIVE PROPERTYOF GOUVIS ENGINEERING CONSULTING'ZKhW͘d,zZd,^h:dK&KWzZ/',dEKd,Z>'>WZKdd/KE͘d,zDzUSED ONLY BY THEIR INTENDED RECIPIENT ANDONLY FOR THE PROJECT DEPICTED HEREIN. NOPART OF THESE DRAWINGS ARE TO BE COPIED,TRANSFERRED, REPRODUCED, NOR CAN THEYBE USED, IN WHOLE OR IN PART, BY ANY OTHERPERSON OR FOR ANY OTHER PROJECT ORSTRUCTURE, WITHOUT THE PRIOR EXPRESSWRITTEN CONSENT OF GOUVIS ENGINEERINGCONSULTING GROUP64613Glidewell Design Build GroupGlidewell Design Build GroupNewport BeachOrangeCA2300 Mesa Drive01/02/201811/19/2018COLUMN SECTION 7SC313#4 TIESTIES SPACING@ 4" O.C.VERTICAL BARSPER PLAN.EQEQ2" CLRC3@ 4" O.C.2" CLRC2#4 TIES@ 4" O.C.SEE SCHED.SPIRAL@ 2 1/2" O.C.SEE PLANC1ALT HOOKSTYPALT HOOKSTYPCONC. BM. TO BM. CONNECTION2"CLRSEEBEAM SCHED#5 @ 12" O.C.BM. REINF. PER BEAM SCHED4'-0"BARS PER BEAM SWCHEDCONC BM. PER BEAM SCHED#4 TIES PER BEAM SCHED.BM. REINF. PER BEAM SCHEDLOCATE CONDUIT IN MIDDLE1/3 OF SLAB THICKNESS3 TIMES THE CONDUITDIAMETER CLEAR BETWEENPARALLEL CONDUITSLOCATE CONDUIT IN MIDDLE1/3 OF SLAB THICKNESS#5 AT 12" O.C. TOPAND BOTT. EA. WAYREQ'D CONDUIT CLEARANCESECTION Y-YSECTION X-XWALL PER PLANWHERE OCCURSMAXIMUM OUTSIDE DIAMETER OFANY CONDUIT OTHER THANSCHED 40 STEEL CONDUIT IS 1".MAXIMUM OUTSIDE DIAMETER OFSCHED 40 STEEL CONDUIT IS THELESSER OF 2 1/4" AND 1/3 THESLAB THICKNESSREBAR TO RUN 8'-0" MINPAST 6" CLR SPACING10'-0" MAX#5 AT 12" O.C. TOPAND BOTT. EA. WAYSPLAY CONDUIT. DO NOTCROSS CONDUIT LINES4'-0"MINWALL PER PLANWHERE OCCURSMAX 2 1/4" CONDUITPLAN AT ELECTRICAL ROOM SWEEPNOTES:1.HORIZONTAL AND VERTICAL CONDUIT IS NOT ALLOWEDWITHIN 4'-0" OF ANY COLUMN FACE.2.NO ALUMINUM OF ANY KIND SHALL BE PLACED IN THESLAB.3.CONDUIT SHALL BE PLACED TO PROVIDE AT LEAST 3TIMES THE CONDUIT DIAMETER CLEAR BETWEENPARALLEL CONDUITS.4.CONDUIT SHALL BE LAID OUT TO NOT CROSS OVER OTHERCONDUIT AND TO THE EXTENT POSSIBLE, BE AT LEAST 4"FROM ANY REBAR OR POST-TENSIONING TENDONS.5.DO NOT TIE CONDUIT TO REBAR OR POST-TENSIONINGTENDONS THAT RUN PARALLEL TO THE CONDUIT.YYXX SPECIAL INSPECTION:In addition to the regular inspection, the following items will also requirespecial inspection in accordance with Sec. 1704 of the Building Code.Soils compliance prior to the foundation inspection, pre-stress foundation,high strength steel and concrete.All inspection and tests shall be performed by a qualified testing agencyretained by the owner.2.department and acceptable to the architect.3.the approved design drawings and specification.4.department, engineer and architect of record. Copies of the report shall be available at the job site at all time.5.special inspector. Final reports shall document completion of all inspection and correction of all noted discrepencies.6.7.8.may result in complete removal and replacement of all work performed at contractors expenses.9.10.1.The special inspector shall be qualified and approved by the building The special inspector shall observe work assigned for conformance to The special inspector shall furnish inspection report to building Final reports for all inspections and testing must be provided by the The duties of special inspector shall be in conformance with theContractor shall be responsible for all expenses due to any prematureFailure of notification by the contractor for inspection on a timely basis Site visits by the structural engineer do not constitute an inspection.Special inspection required for the following items:notification of inspection which results in additional site visits.SOILS DENSITY = xxx PCF BEARING CAPACITY= xxxxPSFDESIGN CRITERIA:Soils Foundation engineering has been predicated on data and recommendationscontained in soils report by , SOILS REPORT NO. , DATE: 00/00/0000. This report is considered part of calculations and construction documents and is to be adhered to in all of its recommendations and requirements. Verify minimum foundation depth, width, reinforcing steel and additional expansive soil requirements with valid soils report and if they are any more restrictive, then they shall supersede the Gouvis Engineering minimums. Soil engineer should review and approve all retaining walls prior to construction. ACTIVE EFP (LEVEL) = xx PCF ACTIVE EFP (3:1) = xx PCF PASSIVE EFP = xxx PCF = xx All portion of wall retaining shall be grouted solid.U.N.O. all cells containing reinforcing steel shall be grouted solid.Backfilling shall not be permitted until at least 7 days after the walls are built and f'c has reached min. 2500 psi and grout has obtained min. 2000 psi compression strength.Step footing shall be in even block increments.Concrete cylinder tests from project pour, in accordance with the C.B.C. shall be submitted for review and approval by the project soils engineer and the local jurisdictional authorities, prior to any backfilling.Outlet of any surface drainage pipe into the subdrain system is absolutely prohibited.For curved portion of the walls, footing reinforcing shall be placed radially, and spacing measured along the centerline of the masonry wall.Retaining walls are not designed for surcharge of paving equipment. Equipment must be kept back from top of the wall minimum distance equal to wall height.Footings shall be poured continuously.All laps and splices shall be 48 bar diameter min.Subdrain shall be 4" perforated PVC schedule 40 pipe with 1 CF/LF of 3/4" crushed rock or equivalent wrapped in filter fabric. The filter must overlap 12" at ends of the filter. Outlet subdrain to the curb opening.All construction shall be done in accordance with applicable sections of the 2016 CALIFORNIA BUILDING CODE and ACI standards 318-14.Contractor shall verify compatibility of design with existing conditionsBackfill shall be per soils engineer's recommendations.Slab control joints shall be placed at all angle points and a maximum 12'-0" o.c.Waterproof back of all the retaining walls w/2 coats of asphaltic emulsion per manufacturer's specifications.All footing shall be poured on undisturbed ground or undisturbed engineered compacted fill. A field soil memo is required from a representative of the geotechnical consultant for soil inspection of the footing excavation to confirm that the footing is excavated into suitable bearing material.Provisions shall be made for adjoining construction.All bars shall be bent cold.prior to placement of footing steel.Wall shall be laid true and plumb.Concrete shall be proportioned to provide a minimum compressive strength, f'c, equal to 2500 psi (28 days), unless noted otherwise.d. Slab on grade - at centerc. Walls and curbs - 1 1/2"b. Concrete formed or troweled - 2"a. Concrete, placed against earth not formed - 3"Min. concrete cover for reinforcing:All reinforcing, dowels, holdowns, and other inserts shall be secured in position and approved by the local building official prior to the pouring of any concrete.Dowels shall be equal in size and spacing.Standard Specifications of ASTM as noted herein are required by the Building Code or C.B.C. 2016.All reinforced concrete materials and construction shall conform to chapter 19, C.B.C.Cement shall conform to C.B.C. 1903 of C.B.C. and shall correspond to that on which the selection of concrete proportions were based.The design, adequacy, and safety of erection bracing, shoring, temporary supports, etc., is the sole responsibility of the contractor, and has not been considered by the architect or Engineer. The contractor shall provide the necessary bracing to provide stability prior to the application of the aforementioned materials. Observation visits to the site by the architect or structural engineer shall not imply the assumption of any responsibility in this regard. The builder has requested, contracted with and is compensating Gouvis Engineering Consulting Group for the limited services of providing the minimum structural engineering drawings required, when combined with the other builders consultants drawings, to obtain a building permit for this project. These drawings are not intended to, nor do they, detail all conditions, identify all materials, or define or limit the scope of work required to complete the project. The builder has requested, accepts, and represents that he will select all materials and manufactures, qualify and select all subcontractors and installers, direct all ways and means of construction, and provide all additional information, above and beyond these drawings, required to complete the project in conformance with all governing agencies and the work will meet or exceed accepted industry standards.No deviations from these requirements and structural details shall be made without the written approval of Gouvis Engineering Consulting Group.Approval by the inspector does not constitute authority to deviate from plans or specifications.Engineer or architect of record is to be notified immediately by the contractor should any question arise pertaining the working drawings and/or specifications.On site Verification of all dimensions and conditions shall be the responsibility of the contractor and sub-contractors. Noted dimensions take precedent over scale of drawings.All applicable Local, State and Federal Codes, Ordinances, Laws, Regulations and Protective Covenants governing the site of work.These General Requirements unless otherwise noted on plans or specifications.All material and workmanship shall comply with the following:Concrete aggregates shall conform to C.B.C. 1903.In case of conflict, the more stringent requirement shall govern.Use type V cement for concrete in contact with soil containing sulfate. (min. f'c =4500 psi, 28 days). Refer to section 1904 of Building CodeReinforcing steel shall conform to ASTM A615. Grade 40 for sizes #3 and Grade 60 for sizes #4 and larger.California Building Code, 2016.GENERALSTRENGTHMATERIALSGENERAL19.20.16.18.17.15.14.11.13.12.10.FOUNDATION6.9.8.7.4.5.3.2.1.CONCRETE MASONRYREINFORCED CONCRETEGENERAL REQUIREMENTS9.7.8.6.5.4.3.2.1.f'c = xxxfor special exposure conditions as required by Soils Engineer & seeCorrosion Engineer's recommendations for concrete exposed to corrosion.(see note #4 under reinforced concrete)1.STRENGTHSPECIAL INSPECTION8.10.2.MATERIALS3.4.6.7.5.Reinforcing steel shall conform to ASTM A615. Grade 40 for sizes #3and grade 60 for sizes #4 and larger.9.The specified compressive strength of masonry, f'm, shall be 2000 psi, unless noted otherwise.If higher f'm is noted, it shall be verified by prism tests as required in Article 1.4 Specification of10.Masonry Structures (TMS 602-13/ACI 530.1-13/ASCE 6-13).INSPECTION TASKFREQUENCY OF INSPECTIONa. Grout space.)RU6,& )Art. 3.3BArt. 3.3FTYPEBENDR= 5(d) FOR #14 THRU #18LAP SPLICESTIRRUPTIE OR HOOKMADE COLD- ALL BENDS SHALL BE 67,5583$/7%(1'6- PUT CROSSTIE W/ EACHD= 4(d) FOR #3 THRU #5D= 6(d) FOR #6 THRU #8NOTES:CROSSTIE MEMBER BELOW, EXCLUDE CONCRETE IS CAST IN THE THAN 12 INCHES OF FRESH BARS SO PLACED THAT MORE FOR TOP BARS (HORIZONTAL * INCREASE LENGTH BY 30% WIRE TIE END WALLS)52(d) MASONRY (U.N.O.)48(d) * IN CONCRETE%(1'8(d)RR= 4(d) FOR #9 THRU #11R= 3(d) FOR #3 THRU #82 1/2" MIN.8(d)%(1'RS-RWTYP. CONCRETE WALLCONTROL JOINT DETAILPROJECT:ARCHITECT:DEVELOPER:LOCATION:ISSUED DATE:PLOT DATE:ENGINEER:DRAFTER:SHEET NAME:SHEET NUMBER:PROJECT NUMBER:DESCRIPTIONDATENO.REVISIONSRESTRICTIVE NOTICENOT FOR BID ORCONSTRUCTIONDATE SIGNED: 11/20/18*289,6(1*,1((5,1*&2168/7,1*GROUP INC. - ALL RIGHTS RESERVEDTHESE DESIGNS, DRAWINGS, ANDSPECIFICATIONS ARE THE EXCLUSIVE PROPERTYOF GOUVIS ENGINEERING CONSULTING'ZKhW͘d,zZd,^h:dK&KWzZ/',dEKd,Z>'>WZKdd/KE͘d,zDzUSED ONLY BY THEIR INTENDED RECIPIENT ANDONLY FOR THE PROJECT DEPICTED HEREIN. NOPART OF THESE DRAWINGS ARE TO BE COPIED,TRANSFERRED, REPRODUCED, NOR CAN THEYBE USED, IN WHOLE OR IN PART, BY ANY OTHERPERSON OR FOR ANY OTHER PROJECT ORSTRUCTURE, WITHOUT THE PRIOR EXPRESSWRITTEN CONSENT OF GOUVIS ENGINEERINGCONSULTING GROUP64613Glidewell Design Build GroupGlidewell Design Build GroupNewport BeachOrangeCA2300 Mesa Drive01/02/201811/19/2018SHORING DETAIL24"30" TYP.3'-6"2 1/2"2 1/2"SHORING DETAIL24"26"(MIN.)26"(MIN.)30" TYP.3'-6" E-0.1ELECTRICALGENERAL NOTES ANDSHEET INDEXSHEET INDEX & GENERAL NOTES1ELECTRICAL SHEET INDEXNO.SHEETDESCRIPTION1E-0.1GENERAL NOTES AND SHEET INDEX2E-0.2ABBREVIATIONS & SYMBOL LIST3E-0.3ELECTRCAL DETAILS4E-0.4DEMO/EXISTING SINGLE LINE DIAGRAM5E-0.5ELECTRICAL LOAD CALCULATIONS AND SINGLE LINE DIAGRAM5E-0.6ELECTRICAL PANEL SCHEDUELS6E-1.1ELECTRICAL SITE PLAN7E-2.1DEMO PLAN FIRST FLOOR8E-2.2DEMO PLAN SECOND FLOOR9E-3.0POWER PLAN BASEMENT10E-3.1POWER PLAN FIRST FLOOR11E-3.2POWER PLAN SECOND FLOOR12E-4.0WALL LIGHTING PLAN BASEMENT13E-4.1CEILING LIGHTING PLAN BASEMENT14E-4.2LIGHTING PLAN FIRST FLOOR15E-4.3LIGHTING PLAN SECOND FLOORPROJECT:ARCHITECT:DEVELOPER:LOCATION:ISSUED DATE:PLOT DATE:ENGINEER:DRAFTER:SHEET NAME:SHEET NUMBER:PROJECT NUMBER:DESCRIPTIONDATENO.REVISIONSTHESE DESIGNS, DRAWINGS, ANDSPECIFICATIONS ARE THE EXCLUSIVEPROPERTY OF GOUVIS ENGINEERINGCONSULTING GROUP, AND ALLINFORMATION SHOWN IS CONFIDENTIALTO ALL RECIPIENTS AND NO PART OF THESEDRAWINGS CAN BE COPIED, TRANSFERED,OR REPRODUCED, NOR CAN ANYSTRUCTURES BE BUILT FROM THEMWITHOUT WRITTEN CONSENT OF GOUVISENGINEERING CONSULTING GROUPCOPYRIGHT GOUVIS ENGINEERINGCONSULTING GROUP 2008 ALL RIGHTSRESERVEDRESTRICTIVE NOTICE64613Glidewell ResidenceGlidewell Design Build GroupGlidewell Design Build Group2300 Mesa DriveNewport Beach, CA01/02/201811/20/2018NOT FOR BID ORCONSTRUCTIONGENERAL1.ALL WORK SHALL COMPLY WITH CALIFORNIA CODE OF REGULATIONS 2016 TITLE 24,2014 N.E.C., & 2016 C.E.C. AND LOCAL CODES. ELECTRICAL WORK SHALL COMPLY WITHCBC 2308 AND ALL EQUIPMENT AND SYSTEMS SHALL BE U.L. LISTED.2.DRAWINGS ARE NECESSARILY DIAGRAMMATIC BY THEIR NATURE AND ARE NOTINTENDED TO SHOW EVERY CONNECTION IN DETAIL OR EVERY PIPE OR CONDUIT IN ITSEXACT LOCATION. CAREFULLY INVESTIGATE STRUCTURAL AND FINISH CONDITIONSAND COORDINATE THE SEPARATE TRADES IN ORDER TO AVOID INTERFERENCEBETWEEN THE VARIOUS PHASES OF WORK. ORGANIZE AND LAYOUT WORK SO THAT ITWILL BE CONCEALED IN WALLS, FURRED CHASES, AND CEILINGS, ETC., IN FINISHEDPORTIONS OF THE BUILDING, UNLESS SPECIFICALLY NOTED TO BE EXPOSED. INSTALLALL WORK PARALLEL OR PERPENDICULAR TO BUILDING LINES UNLESS OTHERWISENOTED.3.INSTALL THE ELECTRICAL SYSTEM USING CONSTRUCTION MEANS, METHODS, ANDMATERIALS IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS /INSTRUCTIONS, TRADE "BEST PRACTICES" STANDARDS, AND APPLICABLE NATIONALAND LOCAL CODES.4.PROVIDE ALL LABOR, MATERIALS, TOOLS, PERMITS, FEES, TRANSPORTATION, ETC TOPROVIDE THE OWNER A COMPLETE AND FUNCTIONING ELECTRICAL SYSTEM TO THEOWNER'S SATISFACTION.5.ALL ELECTRICAL EQUIPMENT AND DEVICES SHALL BE NEW AND SUPPLIED WITH ALL THENECESSARY FITTINGS, ATTACHMENTS, AND ACCESSORIES FOR A COMPLETEINSTALLATION.6.CONTRACTOR TO PROVIDE SUBMITTALS FOR ALL ELECTRICAL EQUIPMENT, ELECTRICALMATERIALS AND LIGHTING FIXTURES FOR APPROVAL PRIOR TO ORDERING.7.SWITCHGEAR DIMENSIONS ARE BASED ON THE APPROXIMATE DIMENSIONS OF THEMANUFACTURER SPECIFIED IN THE PLANS. IT IS THE CONTRACTORS RESPONSIBILITYTO VERIFY THE EQUIPMENT WILL FIT IN THE ACTUAL SPACE PRIOR TO ORDERING THEEQUIPMENT.8.CONTRACTOR SHALL REVIEW THE ELECTRICAL, AND OTHER CONSULTANTS DRAWINGSPRIOR TO STARTING ANY WORK AND INFORM THE ENGINEER OF ANY DISCREPANCIES,OMISSIONS, OR IF CLARIFICATIONS ARE REQUIRED TO COMPLETE THE INSTALLATIONPRIOR TO COMMENCING THE WORK.9.REFER AND REVIEW TO THE; PLUMBING, MECHANICAL/HVAC, LOW VOLTAGE,COMMUNICATION, ACCESS CONTROL, INTERIOR DESIGN, ARCHITECTURAL ANDSTRUCTURAL DRAWINGS PRIOR TO, AND DURING, THE ELECTRICAL INSTALLATION TOENSURE ALL ELECTRICAL EQUIPMENT AND ASSOCAITED DISTRIBUTION PATHWAY ARECLEAR OF AND COORDINATED WITH THE OTHER TRADES INSTALLTION REQUIREMENTS.10.ALL HORIZONTIAL AND VERTICAL PIPING, CONDUITS, AND DUCTS IN/THROUGHELEVATED OR ON GRADE SLABS SHALL BE INSTALLED PER THE MANUFACTURERSINSTALLTION MANUAL AND MEET THE CLEARANCES SHOWN ON DETAIL XX-XX OR HAVEAPPROVAL IN WRITTING FROM THE STRUCTURAL ENGINEER OF RECORD. AVOID ANDHORIZONTIAL/VERTIAL PIPING, CONDUITS AND DUCTS IN AREAS OF CONGESTEDREINFORMENT SUCH AS COLUMNS, COLUMN CAPS AND COLUMENT STRIPS.11.PROVIDE ALL REQUIRED CONTROL WIRES, RELAYS, DISCONNECTS, STARTERS,CONDUITS, TIME SWITCHES, AND OUTLETS REQUIRED BY THE OTHER TRADES SYSTEMSAS INDICATED ON THIER DRAWINGS. ALL ELECTRICAL WORK AND MATERIALSINDICATED IN THE ABOVE CONSULTANT'S (NOTE 8) DRAWINGS SHALL BE SUPPLIED ANDINSTALLED BY THE ELECTRICAL CONTRACTOR UNDER THIS SCOPE OF WORK.12.ALL EQUIPMENT SHALL BE LISTED BY A RECOGNIZED TESTING AGENCY ANDSUPPORTED ACCORDING TO APPLICABLE OSHA REQUIREMENTS.13.CONTRACTOR TO WARRANTY ALL WORK COMPLETED FOR A PERIOD OF ONE YEARAFTER THE OWNER'S ACCEPTANCE DATE. ANY LABOR OR MATERIALS REQUIRED TOCORRECT FAULTY OR DEFECTIVE WORK WITHIN THE WARRANTY PERIOD SHALL BECORRECTED AT THE EXPENSE OF THE CONTRACTOR. ANY WORKMANSHIP OREQUIPMENT FOUND TO BE FAULTY OR DEFICIENT DURING THAT PERIOD SHALL BECORRECTED AT ONCE, UPON WRITTEN NOTIFICATION, AT THE EXPENSE OF THEELECTRICAL CONTRACTOR.14.ALL BROCHURES, OPERATING MANUALS, CATALOGS, SHOP DRAWINGS, "AS-BUILTS"CONSTRUCTION DRAWINGS, ETC., SHALL BE TURNED OVER TO THE OWNER WITH IN 30DAYS OF THE COMPLETION OF THE JOB.15.CONTRACTOR ELECTRICAL "AS-BUILTS DRAWINGS" ARE TO INDICATE THE FINALEQUIPMENT/DEVICE LOCATIONS, CONDUIT ROUTING, PANEL SCHEDULES, SINGLE LINEDIAGRAMS, ETC. - IN ACAD FORMAT FOR THE OWNER'S RECORD AT THE COMPLETIONOF THE JOB.16.PROVIDE THE OWNER WITH 1 COPY OF ALL OPERATION AND MAINTENANCE MANUALSFOR LIGHTING, LIGHTING CONTROL, AND ELECTRICAL SYSTEMS.17.LABEL ELECTRICAL SERVICE EQUIPMENT WITH THE MAXIMUM AVAILABLE FAULTCURRENT AT THE INCOMING TERMINALS OF THE EQUIPMENT PER CEC 110.24.18.PROPERLY LABEL ALL ELECTRICAL ROOMS / CABINETS, ELECTRICAL PANELS, TIMESWITCHES, PANEL SCHEDULES, AND MULTI-GANG METERS WITH LAMINATEDPLAQUARDS. ADDITIONALLY, PROVIDE ALL LABELING AND PLAQUARDS AT SPECIFICLOCATIONS INDICATED IN THE CONTRACT DOCUMENTS.19.THE CONTRACTOR SHALL VISIT THE SITE, VERIFY THE EXACT CONDITIONS RELATING TOTHE WORK AND SHALL OBTAIN SUCH INFORMATION AS MAY BE NECESSARY TOPRESENT A CONCLUSIVE BID. NO ALLOWANCE SHALL BE MADE FOR ANY EXTRAEXPENSE, DUE TO FAILURE OF THE CONTRACTOR TO MAKE SUCH A FIELDVERIFICATION. BY SUBMITTING A PROPOSAL FOR THE WORK INCLUDED IN THECONTRACT, THE CONTRACTOR SHALL BE DEEMED TO HAVE MADE THE FIELDVERIFICATION AND ACCEPTS ALL JOB SITE CONDITIONS.20.FINAL LOCATIONS OF EQUIPMENT AND/OR DEVICES SHALL BE VERIFIED WITH THEOWNER/ARCHITECT PRIOR TO ROUGH-IN.21.CONTRACTOR SHALL PROVIDE THE REQUIRED LABOR, MATERIAL, INSURANCE,EQUIPMENT, INSTALLATION PRECEEDURES AND PRATICES/ MEANS AND METHODS,CONSTRUCTION TOOLS AND STORAGE, TRANSPORTATION, ETC. FOR A COMPLETE ANDPROPERLY OPERATING ELECTRICAL SYSTEM.22.ALL MATERIALS SHALL BE NEW, AND OF THE SAME MANUFACTURER FOR EACH CLASSOR GROUP OF EQUIPMENT. MATERIALS SHALL BE LISTED AND APPROVED BYUNDERWRITER'S LABORATORIES, AND SHALL BEAR THE INSPECTION LABEL WHERESUBJECT TO SUCH APPROVAL. MATERIALS SHALL MEET WITH THE APPROVAL OF THEDIVISION OF INDUSTRIAL SAFETY, AND ALL GOVERNING BODIES HAVING JURISDICTION.MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARDSESTABLISHED BY A.N.S.I., U.L., N.E.M.A. AND N.B.F.U. INSTALL PER MANUFACTURERS'RECOMMENDATIONS.23.CONTRACTOR SHALL SECURE ANY PAY FOR ALL NECESSARY BUILDING PERMITS.CONTRACTOR SHALL COORDINATE TEMPORARY CONSTRUCTION REQUIREMENTSINCLUDING POWER, SECURITY, STORAGE, SAFETY, ETC. WITH ALL TRADES PRIOR TOCOMENCING CONSTRUCTION. INCLUDE ALL OF THESE COSTS IN THE BID.24.ALL TRADE LABOR SHALL BE DISIPLINE TRAINED, COMPETENT AND SKILLEDPERSONNEL. PERFORM ALL WORK CONSISTENT WITH THE BEST POSSIBLE TRADEPRACTICES WITH ADHERENCE TO ALL OSHA GUIDELINES.25.WHERE A CONFLICT OCCURS BETWEEN THIS SPECIFICATION AND OTHERSPECIFICATIONS ISSUED AS A PART OF THE CONTRACT DOCUMENTS, THE MORESTRINGENT REQUIREMENT SHALL PREVAIL.26.ALL ADDENDA AND CHANGE ORDERS MUST BE APPROVED BY THE OWNER IN ADVANCEOF STARTING THE WORK.27.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL MAJOR PIECES OF ELECTRICALEQUIPMENT INCLUDING, BUT NOT LIMITED TO; SWITCHBOARDS, PANELBOARDS,TRANSFORMERS, ALL LIGHTING FIXTURES AND ASSOCIATED CONTROLS. SUBMITTALSSHALL BE MADE TO THE ARCHITECT AS SOON AS IS PRACTICABLE AFTER AWARD OFCONTRACT.POWER1.ALL EXTERIOR ELECTRICAL EQUIPMENT SHALL BE WEATHERPROOF (MIN. NEMA 3R).2.ALL EXTERIOR JUNCTION BOXES SHALL BE LISTED AS WEATHERPROOF WITHWEATHERPROOF COVERS.3.ALL LIGHTING SWITCHES SHALL BE RATED FOR 120-277V, “DECORA” STYLE, AND WHITEUNLESS OTHERWISE NOTED IN THE PLANS OR OWNER'S SPECIFICATIONS.4.ALL GENERAL USE RECEPTACLES SHALL BE NEMA 5-15R, “DECORA” STYLE, AND WHITEUNLESS OTHERWISE NOTED IN THE PLANS OR OWNER'S SPECIFICATIONS.5.ALL RECEPTACLES IN DWELLING UNITS, GUEST ROOMS AND GUEST SUITES IN HOTELSAND MOTELS, AND CHILD CARE FACILITIES SHALL BE TAMPER- REISISTANT TYPE (NEC406.12).6.PROVIDE COMBINATION A.F.C.I./G.F.C.I. TYPE BREAKERS FOR ALL CIRCUITS FEEDINGOUTLETS AND LIGHTS IN DINING ROOM, KITCHEN, LIVING ROOM, ETC. PER SECTION210.12.7.ALL OUTDOOR RECEPTACLES SHALL BE GFCI PROTECTED AND LISTED AS“WR” WEATHER RESISTANT TYPE PER CEC 406.9. OUTDOOR RECEPTACLES IN DAMPLOCATIONS SHALL HAVE WEATHERPROOF COVERS. OUTDOOR RECEPTACLES IN WETLOCATIONS SHALL HAVE “IN-USE” TYPE WEATHERPROOF COVERS.8.NO PLASTIC ELECTRICAL BOXES ARE TO BE USED.9.IN RATED WALLS, STEEL ELECTRICAL OUTLET BOXES, NOT EXCEEDING 16 SQUAREINCHES PER ONE HUNDRED SQUARE FEET OF WALL. THE OUTLET SHALL BE INSTALLEDMINIMUM 24" HORIZONTAL ON OPPOSITE SIDES OF A WALL.10.RECESSED ELECTRICAL PANELS IN RATED ASSEMBLIES SHALL BE “FIREBOXED” TOMAINTAIN THE ORIGINAL RATING OF THE ASSEMBLY.11.HALF SIZED OR TANDEM CIRCUIT BREAKERS MAY BE USED ONLY IF THE ELECTRICALEQUIPMENT IS LISTED TO RECEIVE SUCH DEVICES.12.ALL BRANCH CIRCUIT BREAKERS SHALL BE NQOD (OR APPROVED EQUAL) AND HAVEMIN 75° RATED TERMINATION LUGS.13.ALL BRANCH CIRCUIT BREAKERS FEEDING DWELLING UNIT LIGHTING AND POWERRECEPTACLES SHALL BE LISTED "COMBINATION TYPE AFCI" AND INSTALLED AT THEORIGIN OF THE BRANCH CIRCUIT [210.12(A)(1)]14.ALL PENETRATIONS (ELECTRICAL BOXES, CABLE, CONDUIT, ETC…) THROUGH RATEDASSEMBLIES SHALL BE SEALED OR FIRE STOPPED TO MAINTAIN THE RATING OF THEASSEMBLY WITH A LISTED FIRE STOPPING SYSTEM (I.E. 3M FIRE BARRIER OR EQUAL) INCOMPLIANCE WITH CBC SECTION 712. CONTRACTOR TO INSTALL FIRE STOPPINGSYSTEM PER MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS.15.REFER TO ACOUSTICAL ANALYSIS / SPECIFICATIONS; PROVIDE PUTTY PADS OR OTHERSYSTEMS AS REQUIRED FOR SOUND ATTENUATION.16.SIMILAR FOR FIRE BARRIER REQUIREMENTS FOR THOSE DEVICES. IF THE DENSITY OFOUTLET OPENINGS EXCEEDS 100 SQ. IN. FOR ANY 100 SQ.FT. OF WALL, THEN PUTTYPADS ARE REQUIRED FOR THE ENTIRE WALL.17.PROVIDE EXPANSION AND DEFLECTION FITTINGS, WITH BONDING JUMPERS AT ALLBUILDING EXPANSION OR SEISMIC JOINT CROSSING.18.ALL CONDUCTORS ARE #12 THHN/THWN-CU UNLESS OTHERWISE NOTED. MINIMUM 3/4"CONDUIT FOR PVC UNDERGROUND CONDUIT. CIRCUIT BREAKER AND WIRING SIZE PERNEC TABLE 310-16, 1/2" MAY BE USED IN RESIDENT UNITS ONLY. IN COMMON AREAPANEL FULL SIZE CIRCUIT BREAKER MUST BE USED. CONDUCTORS SHALL BEINSTALLED IN CODE APPROVED RACEWAYS.19.ALL WIRING TO COMPLY WITH CEC ARTICLE 300. CONDUCTORS SHALL BE INSTALLED INCODE APPROVED RACEWAYS AS REQUIRED.20.INTERIOR WIRING PERMITTED TO BE TYPE NM CABLE IN ACCORDANCE WITH CECARTICLE 334 AND LOCAL CODES IN ONE- AND TWO- FAMILY AND MULTIFAMILYDWELLINGS OF TYPE III, IV, AND V CONSTRUCTION. IN OTHER TYPES OF TYPE III, IV, ANDV CONSTRUCTION NM CABLE MAY BE ACCEPTABLE, EXCEPT FOR EXPOSED INACCESSIBLE DROPPED CEILINGS, EXPOSED CEILINGS OR WHERE PROHIBITED IN CEC334.12. CONTRACTOR TO VERIFY NM CABLE WIRING METHOD WITH AUTHORITY HAVINGJURISDICTION PRIOR TO BIDDING THE JOB. MINIMUM WIRING SIZE PER THE 60 DEGREEC COLUMN OF CEC TABLE 310.15(B)(16) (I.E. #12 CU FOR 20A CIRCUIT BREAKERS).21.IT IS PROHIBITED TO SHARE NEUTRAL CONDUCTORS FOR THREE SINGLE PHASECIRCUITS PER CEC 200.4.22.AS REQUIRED, ALL OVERSIZED FEEDERS THAT WERE ADJUSTED IN SIZE TOCOMPENSATE FOR VOLTAGE DROP SHALL BE PROVIDED WITH ADAPTER LUGS ORSPLICE BOX. ADAPTER LUGS SHALL BE PROVIDED IF SIZE IS AVAILABLE, OTHERWISEPROVIDE CABLE SPLICES IN THE SPLICE BOX TO REDUCE CABLES TO THE MAXIMUMSIZE THAT THE BREAKER LUGS CAN ACCOMMODATE.23.CLASS 2 & 3 WIRING:CABLES INSTALLED IN PLENUMS SHALL BE TYPE CL2P OR CL3P (CLASS 2 OR 3RESPECTIVELY). CABLES INSTALLED AS RISERS (CABLES INSTALLED IN VERTICAL RUNSAND PENETRATING MORE THAN ONE FLOOR, OR CABLES INSTALLED IN VERTICAL RUNSIN A SHAFT) SHALL BE TYPE CL2R OR CL3R (CLASS 2 OR 3 RESPECTIVELY). CABLESINSTALLED IN CABLE TRAYS MAY BE TYPE PLTC, CL3P, CL3R, CL3, CL2P, CL2R, OR CL2.24.WHERE MORE THAN TWO NM CABLES ARE INSTALLED THROUGH WOOD FRAMING, SUCHAS TOP OR BOTTOM PLATES WHERE THE OPENING IS SEALED WITH INSULATION ORSEALING (FIRE RATED) FOAM, ETC., THE ALLOWABLE AMPACITY OF EACH CONDUCTORSHALL BE ADJUSTED IN ACCORDANCE WITH TABLE 310.15. REVIEW CEC 334.80.25.ALL CABLE TRAYS CONTAINING TYPE SE, MC, MI, OR IGS SERVICE ENTRANCE CABLESMUST BE LABELED “CABLE TRAY CONTAINS SERVICE ENTRANCE CONDUCTORS”.26.ALL ELECTRICAL CONDUCTORS WITHIN 6' OF THE ATTIC MUST BE PROTECTED AS PERCEC 320.23A, 330.23, 334.2327.ALL ELECTRICAL EQUIPMENT, BREAKERS, HOUSE PANELS, AND TIME SWITCHESDIRECTORY SHALL BE PROPERLY TYPING LABELED.GROUNDING1.THE ELECTRICAL SYSTEM SHALL BE GROUNDED AND BONDED IN ACCORDANCE WITHNEC ART. 250 AS ADOPTED AND AMMEDED BY THE CEC AND THE ADOPTED EDITION OFTHE N.E.C. AS IT RELATES TO OTHER APPLICABLE CODES.2.SEPERATELY DERIVED SYSTEMS SHALL BE GROUNDED PER ART. 250.30 (A) FORGROUNDED SYSTEMS OR 250.30(B) FOR UNGROUNDED SYSTEMS AND SHALL COMPLYWITH ART. 250.20, 250.21, 250.22, AND 250.26.3.THE MAXIMUM RESISTANCE TO GROUND SHALL NOT EXCEED 5 OHMS TO GROUND.4.THE CONTRACTOR SHALL PROVIDE ALL INSTRUMENTATION AND TESTS FOR MEASURINGTHE RESISTANCE OF THE EACH PHASE TO GROUND. A PROPERLY CALIBRATED"MEGGER" TYPE INSTRUMENT SHALL BE USED. IN THE EVENT THAT HIGH RESISTANCETO GROUNDS ARE FOUND THEY SHALL BE ISOLATED. MAKE PROPER CORRECTIONS TORESTORE THE RESISTANCE TO AN ACCEPTABLE VALUE. PROVIDED BY INDEPENDENT,APPROVED TEST COMPANY.5.ONSITE TESTING OF EQUIPMENT SHALL BE REQUIRED FOR SWITCH GEAR OVER 1,000AMPS.6.PROVIDE BONDED GROUND TO ALL METALLIC PIPE WITHIN THE UNIT WHEN THERE ISNON METALLIC PIPING FEEDING INTO EACH UNIT MAKING EACH UNIT ISOLATED FROMTHE MAIN PIPING SYSTEM WITH IN BUILDING. COMPLY WITH C.E.C 250.104(A)(1);250.104(A)(2); 250.122.7.NEUTRAL BAR WILL BE ISOLATED FROM THE GROUNDING BUSBAR AT ALLPANELBOARDS SERVING INDIVIDUAL UNITS.LIGHTING FIXTURES1.IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ACTUAL CEILING CONSTRUCTIONTYPE AS DEFINED ON THE ARCHITECTURAL DRAWINGS AND FURNISH ALL LIGHTINGFIXTURES WITH THE CORRECT MOUNTING DEVICES WHETHER OR NOT SUCHVARIATIONS ARE INDICATED BY THE FIXTURE CATALOG NUMBER. THE CONTRACTORSHALL VERIFY DEPTH OF ALL RECESSED LIGHTING FIXTURES WITH ARCHITECTURALDRAWINGS PRIOR TO ORDERING FIXTURES. ANY DISCREPANCIES THAT WOULD CAUSERECESSED FIXTURES NOT TO FIT INTO CEILING SHALL BE REPORTED TO THEARCHITECT PRIOR TO ORDERING FIXTURES. THE CONTRACTOR SHALL VERIFY THEFIXTURE VOLTAGE WITH THE LIGHTING PLAN AND ORDER FIXTURES WHICH WILLOPERATE AT THE VOLTAGE TO WHICH THEY ARE CONNECTED.2.ALL HANDICAP UNIT LIGHTING SWITCHES, RECEPTACLES, THERMOSTATS, AND OTHERCONTROLS ARE LOCATED NO HIGHER THAN +48" AND NO LOWER THAN +15". ON THEKITCHEN COUNTER OR BATHROOM LAVATORY MAXIMUM HEIGHT FOR RECEPTACLES IS+44". SEE MOUNTING DIAGRAM AS PART OF THIS SET.3.RECESSED LIGHTING FIXTURES WITH DIRECT CONTACT WITH INSULATION SHALL BETYPE IC (LISTED BY RECOGNIZED TESTING AGENCY). RECESSED NON-TYPE IC FIXTURESSHALL HAVE A MINIMUM OF 3” CLEAR FROM INSULATION AND 1” FROM COMBUSTIBLEMATERIALS (NON-TYPE IC RECESSED FIXTURES ARE NOT PERMITTED IN RESIDENTIALUNITS).4.RECESSED LIGHTING IN RATED ASSEMBLIES SHALL BE EITHER “FIREBOXED” TOMAINTAIN THE RATING OF THE ASSEMBLY OR UTILIZE A LISTED FIXTURE WITHENCLOSURE THAT MAINTAINS THE ORIGINAL RATING OF THE ASSEMBLY.5.LIGHT FIXTURE RECESSED IN CEILINGS WHICH HAVE A ONE HOUR OR MORE FIRERATING SHALL BE ENCLOSED IN A BOX WHICH HAS A FIRE RATING (IC) EQUAL TO THATOF THE CEILING. PROVIDE MINIMUM OF 3" CLEAR FROM ALL SIDES AND TOP OFENCLOSURE TO CEILING.6.LIGHTING FIXTURES IN CONTACT WITH INSULATION TO BE U.L LISTED FOR THERMALBARRIER "CHICAGO PLENM". ALL BALLASTS FOR INDOOR 4 FT. FLUORESCENT INCOMMON AREA SUCH AS RECREATION, MAINTENANCE BLDG., SHALL BE "ENERGYSAVING TYPE" CBM AND U.L ALL PENETRATIONS IN PARTY WALLS SHALL BEACOUSTICALLY SEALED WITH "POLYCEL" AROUND NMC, CABLE, AND OTHER DEVICESSUCH AS RECEPTACLES, J-BOX, ETC. ELECTRICAL DEVICES INSTALLED IN OPPOSITEFACES OF PARTY OR DIVISION WALL SHALL BE SEPARATED HORIZONTALLY NOT LESSTHAN 24 INCHES. (IN DIFFERENT STUD BAYS).7.CEILING INSULATION SHALL BE INSTALLED TO ALLOW 3" MINIMUM CLEARANCE FROMSIDES AND TOP OF RECESSED LIGHT FIXTURES.8.RECESSED LIGHTING FIXTURE IN 1 HR. RATED AREAS REQUIRE BOX BOARD SHELLMINIMIZE PENETRATIONS INTO 1 HR. WALL BETWEEN 2 DWELLING UNITS. INSTALL NMCIN CONDUIT AND SEAL WITH PLASTER, OR FIRE CAULK, INSIDE THE ENDS OF CONDUIT(TO PREVENT SPREAD OF SMOKE OR FIRE).9.IT IS THE INTENT OF THIS PROJECT, TO USE THE HIGHEST EFFIENCY LIGHTINGPRODUCTS AVAILABLE AND TO USE LED (LIGHT EMITTING DIODE) TYPE LUMINAIRESWITH 3000k LIGHT TEMPERTURES AS INDICATED ON THE LUMINARIE SCHEDULE.10.WHERE SPECIFIED, FLUORESCENT BALLASTS SHALL BE ELECTRONIC TYPE. HARMONICCONTENT SHALL NOT EXCEED 10% ADVANCE MARK V OR EQUAL.11.WHERE SPECIFIED, FLUORESCENT AND HID BALLASTS SHALL BE HIGH POWER FACTORBALLASTS AND FOUR PIN, 3000 DEGREE KELVIN LAMPS.12.FLUORESCENT LAMP SHALL BE 32 WATT T8, 3000 DEGREE KELVIN, SYLVANIA OR EQUAL.13.HIGH EFFICACY LUMINARIES SHALL BE DEFINED AS FOLLOWS: 30 LUMENS PER WATT(FOR LAMPS 5W OR LESS) 40 LUMENS PER WATT (FOR LAMPS 6W-15W) 50 LUMENS PERWATT (FOR LAMPS 16W-40W)14.MEDIUM AND CANDELABRA BASED SCREW-IN LAMPS DO NOT QUALIFY AS HIGHEFFICACY. GU-24 PIN BASES QUALIFY AS HIGH EFFICACY15.VERIFY MOUNTING HEIGHT OF ALL WALL MOUNTED FIXTURES WITH ARCHITECT PRIORTO ROUGH-IN.16.ALL WALL FIXTURES IN SHALL BE INSTALLED SUCH THAT THE LOWEST PORTION OF THEFIXTURE PROTRUDING > 4” IS 80” ABOVE THE FINISHED GRADE OR HIGHER.17.REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATION OF ALLLIGHT FIXTURES.18.LUMINAIRES FOR GENERAL LIGHTING IN KITCHEN SHALL HAVE LAMPS WITH ANEFFICACY OF NOT LESS THAN 40 LUMENS PER WATT. A LUMINAIRE WHICH IS THE ONLYLIGHTING IN A KITCHEN WILL BE CONSIDERED GENERAL LIGHTING. GENERAL LIGHTINGSHALL BE CONTROLLED BY THE MOST ACCESSIBLE SWITCH(ES) IN THE KITCHEN.ADDITIONAL LUMINAIRES TO BE USED ONLY FOR SPECIFIC DECORATIVE EFFECTS NEEDNOT MEET THIS REQUIREMENT. U.N.O19.EACH ROOM CONTAINING A WATER CLOSET SHALL HAVE AT LEAST ONE LUMINAIREWITH LAMPS WITH AN EFFICACY OF NOT LESS THAN 40 LUMENS PER WATT. IF THERE ISMORE THAN ONE LUMINAIRE IN THE ROOM THE HIGH EFFICACY LUMINAIRES SHALL BESWITCHED AT AN ENTRANCE TO THE ROOM.20.ALL RECESSED LUMINAIRES IN INSULATED CEILINGS SHALL BE TESTED AND LISTED FORZERO CLEARANCE INSULATION COVER (IC) AND AIR TIGHT (AT) BY RECOGNIZEDTESTING LABORATORIES. ELECTRICAL CONTRACTOR VERIFY THIS INFORMATIONBEFORE PURCHASE DOWNLIGHT HOUSING.21.WHERE LOW LEVEL EXIT SIGNS ARE SHOWN ON PLANS, THEY SHALL BE MOUNTED NOTLESS THAN 6" AND NO MORE THAN 8" FROM FINISH FLOOR TO BOTTOM OF SIGN AND 4"FROM DOOR FRAME TO CLOSEST EDGE OF SIGN. PROVIDE LOW LEVEL EXIT SIGNS ASREQUIRED PER CODE.22.ALL FIXTURES INDICATED WITH "COLOR AS SELECTED BY THE ARCHITECT" SHALL BEPROVIDED WITH CUSTOM COLORS PER THE ARCHITECT. SUBMIT SAMPLE COLOR CHIPSTO THE ARCHITECTS PRIOR TO ORDERING FIXTURES. TRIM RINGS FOR RECESSEDDOWNLIGHTS SHALL BE COLOR AS SELECTED BY THE ARCHITECT. VERIFY COLORSELECTION WITH THE ARCHITECT.23.FOR OUTDOOR LIGHTING BRANCH CIRCUITS FROM BUILDING, INSTALL A RECESSED 4S,2 1/8" (MIN) DEEP J-BOX WITH 2-GANG SWITCH RING GASKET WEATHERPROOF BLANKMETAL COVER AT +12" TYPICAL.24.POLE LIGHT AND POLE BASE COVER SHALL BE PRIME WITH ONE COAT OF IRON OXIDERUST - INHIBITIVE PRIVE BASE COVER WILL BE TWO PIECE HYDRO FORMED ALUMINUMBAKED POWDER URETHANE FINISHED COAT SELECT BY OWNER AND PAINT BYMANUFACTURE. REFER TO STRUCTURAL CALCULATIONS FOR CONCRETE BASE POLEDIMENSIONS.25.EXTERIOR LIGHTING SHALL BE "DARK/NIGHT SKY" COMPLIANT AS DEFINED ANDADOPTED BY THE LOCAL AHJ. AT A MINIMUM, THE LIGHT SOURCE SHALL BE SHIELDEDAND NOT DIRECTLY VISIBLE AS DETERMINED BY THE AHJ.MECHANICAL SYSTEM1.VERIFY EXACT LOCATIONS AND ORIENTATION OF ALL MECHANICAL EQUIPMENT WITHMECHANICAL DRAWINGS. FIELD VERIFY CONDITIONS WITH MECHANICAL CONTRACTORPRIOR TO ROUGH-IN.2.REFER TO THE MECHANICAL DRAWINGS FOR EXACT EQUIPMENT RATINGS ANDELECTRICAL REQUIREMENTS. COORDINATE WITH THE INSTALLER OF THE HVACSYSTEMS AND PROVIDE ALL CONDUIT, WIRING, TIME CLOCKS, STARTERS, CONTROLDEVICES, RELAYS, DISCONNECT SWITCHES, FIRE SMOKE DAMPERS, ETC. FOR THEPROPER OPERATION OF THE MECHANICAL SYSTEMS. REFER TO THE MECHANICALDRAWINGS AND ADDENDUMS FOR ADDITIONAL ELECTRICAL REQUIREMENTS.3.INSTALL 8#14-CU CABLE FROM FAN COIL (FAU) TO HEAT PUMP (CONDENSING UNIT) ANDINSTALL FUSIBLE DISCONNECT SWITCH NEMA -3R IN-LINE OF SIGHT OF EQUIPMENT.INSTALL FUSE(S) AS INDICATED ON NAME PLATE.4.ALL EQUIPMENT, ENCLOSURES, DEVICES, DISCONNECT SWITCHES, CONNECTIONS, ETC.LOCATED ON THE ROOF SHALL BE WEATHERPROOF - NEMA 3R.5.DISCONNECT SWITCHES SHALL BE HEAVY DUTY HORSEPOWER RATED. .SIZE SWITCHAND FUSED PER THE NAMEPLATE VALUE ON THE MECHANICAL UNIT.FIRE ALARM1.ELECTRICAL CONTRACTOR SHALL COORDINATE WITH FIRE ALARM CONTRACTOR TOPROVIDE ALL BOXES, CONDUIT AND WIRING AS INDICATED ON THE APPROVEDCONTRACTOR FIRE ALARM DRAWINGS.2.THE REQUIRED SMOKE DETECTOR SHALL BE ON A PERMANENT WIRING WITHOUT ANYDISCONNECTING SWITCH - OTHER THAN THOSE FOR OVERCURRENT PROTECTION,INTERCONNECTED WITH ELECTRICAL CONTRACTOR SUPPLIED BATTERY BACK UP.3.FIRE ALARM DRAWINGS, WHEN ATTACHED TO THIS PACKAGE, ARE FOR A REFERENCEONLY. ELECTRICAL CONTRACTOR AND FIRE ALARM CONTRACTOR SHALL PREPARE FIREALARM DRAWINGS, LOCATING ALL DEVICES ROUTING OF CONDUIT INDICATING ALLWIRING. PREPARE VOLTAGE DROP AND BATTERY CALCULATIONS, ALL TO COMPLY WITHLOCAL FIRE DEPARTMENT REQUIREMENTS AND SUBMIT TO FIRE DEPARTMENT FORAPPROVAL. THE APPROVED DRAWINGS SHALL BE USED BY THE ELECTRICALCONTRACTOR TO INSTALL ALL FIRE ALARM DEVICE BOXES, CONDUIT, ETC. AT NOADDITIONAL COST TO OWNER.4.SUBMIT A VARIANCE TO SEPARATE FIRE ALARM.ADDITIONAL OTHER NOTES1.ALL EQUIPMENT SHALL BE MOUNTED AND SUPPORTED ACCORDING TO THE OSHAREQUIREMENTS.2.SWITCHGEAR IS BASED ON DIMENSIONAL INFORMATION PROVIDED BY SIEMENS. IT ISTHE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT THE SWITCHGEARINTENDED FOR USE AT THIS FACILITY, FITS THE SPACES PROVIDED.3.CONTRACTOR TO CONFIRM THE LOW VOLTAGE (<110v) CABLING REQUIREMENTS PRIORTO BIDDING THE JOB. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALLBELDEN CA. NO. 9248 RG6/U TYPE COAXIAL CABLE TRANSMISSION LINE (CONFIRMEXACT CABLE TYPE WITH COMMUNICATIONS VENDOR FOR THE PROJECT) WITHINDIVIDUAL HOMERUNS FROM COMMUNICATIONS MPOE ROOM TO CATV TERMINALSERVICE BOX AT IDF ROOMS AND TO UNIT HSD BOX.4.PROVIDE A MINIMUM OF A 4FT X 8FT X 3/4IN FIRE RATED PLYWOOD BACKBOARD IN EACHMPOE AND IDF ROOM, WITH A #6 COPPER (MIN) GROUND BONDED TO BUILDINGGROUNDING SYSTEM. PROVIDE A DEDICATED QUAD PLEX RECEPTACLE PROTECTED BYA DEDICATED 20A/1P CIRCUIT IN THE MPOE AND EACH IDF ROOM, FOR THE CATV /PHONE PROVIDERS.5.ALL HORIZONTIAL AND VERTICAL PIPING, CONDUITS, AND DUCTS IN/THROUGHELEVATED OR ON GRADE SLABS SHALL BE INSTALLED PER THE MANUFACTURERSINSTALLTION MANUAL AND MEET THE CLEARANCES SHOWN ON DETAIL XX-XX OR HAVEAPPROVAL IN WRITTING FROM THE STRUCTURAL ENGINEER OF RECORD. AVOID ANDHORIZONTIAL/VERTIAL PIPING, CONDUITS AND DUCTS IN AREAS OF CONGESTEDREINFORMENT SUCH AS COLUMNS, COLUMN CAPS AND COLUMENT STRIPS.WHEN PROVIDED, REFER TO SPECIFICATION BOOK FOR ADDITIONAL GUIDLINES . E-0.2ELECTRICALABBREVIATIONS &SYMBOL LISTTYPYXFRVFDUGVDSWTELSYMSYSSPECSTSNSECRMPBPRNCNFNLCLLCPPLSSGTSPLCLFLPSMNICNOPPCPAPRIREFSFSECTSQTCTELE/DATATVVAVWPTCONSTRUCTION - GENERALABSADAAFFAFGAFCIA/CAF/ATAS/AFAMP, AANNARCHASYMATSAVAWGBATTBCBCGBKRBLDGB.O.TCCABCBCKTCLCBCLFCLGCM/GCC.O.COMMCONNCONSTCONTCPTCTDIADISTDEGDSDWGD/WEFEG(E)ELELECELEVEMEREMSEMTENTE.O.L.EPEQPTEWCEXISTFAFACPFATCFDRFIXTFLAFLRFLUORFTG/GRDGFCIGFPHHIDHOAHPHPSHTRHVACH.W.D.LIGIN OR "INCANDJB/JBOXKKVAKWKCMIL°CABOVE BACKSPLASHAMERICAN WITH DISABILITY ACTABOVE FINISHED FLOORABOVE FINISHED GRADEARC FAULT CIRCUIT INTERRUPTERAMPERES INTERRUPTING CAPACITY (SYMMETRICAL)AMP FRAME, AMP TRIPAMP SWITCH, AMP FUSEAMPEREANNUNCIATORARCHITECTURALASYMMETRICALAUTOMATIC TRANSFER SWITCHAUDIO/VISUALAMERICAN WIRE GAUGEBATTERYBARE COPPERBARE COPPER GROUNDBREAKERBUILDINGBOTTOM OF TRAYCONDUITCELSIUSCABINETCIRCUIT BREAKERCIRCUITCURRENT LIMITING CIRCUIT BREAKERCURRENT LIMITING FUSECEILINGCONSTRUCTION MANAGER/GENERAL CONTRACTOCONSTRUCTION ONLY, COMPLETE WITH PULL STRINGCOMMUNICATIONSCONNECTEDCONSTRUCTIONCONTINUATIONCONTROL POWER TRANSFORMERCURRENT TRANSFORMERDELTA CONNECTEDDIAMETERDISTRIBUTIONDEGREEDISCONNECT SWITCHDRAWINGDISH WASHEREXHAUST FANEQUIPMENT GROUNDEXISTINGELEVATIONELECTRICALELEVATOREMERGENCYENERGY MANAGEMENT CONTROL SYSTEMELECTRICAL METALLIC TUBINGELECTRICAL NON-METALLIC TUBINGEND-OF-LINE CIRCUIT TERMINATOREXPLOSION PROOFEQUIPMENTELECTRIC WATER COOLEREXISTINGFIRE ALARMFIRE ALARM CONTROL PANELFIRE ALARM TERMINATION CABINETFEEDERFIXTUREFULL LOAD AMPSFLOORFLUORESCENTGROUNDGROUND FAULT CIRCUIT INTERRUPTERGROUND FAULT PROTECTIONHOT (UNSWITCHED)HIGH INTENSITY DISCHARGEHAND OFF AUTOHORSE POWERHIGH PRESSURE SODIUMHEATERHEATING, VENTILATION AND AIR CONDITIONINGHEIGHT, WIDTH, DEPTH, LENGTHISOLATED GROUNDINCHESINCANDESCENTJUNCTION BOXDEGREE KELVINKILOVOLT AMPERESKILOWATTTHOUSAND CIRCULAR MILSLTG/LTSMAXMCBMCCMCPMECHMFRMHMHMLOMTDMVMWNECNO. OR #OFCIPH OR O PRIMARYPROVIDEPWRQTYRECPT, RECREQDRGSROICSECONDARYSURFTELCOMUONUPSUTPWPXFMRLIGHTING CONTACTORLINE CONTINUOUS LOADLIGHTING CONTROL PANELLINEAR FEETLOW PRESSURE SODIUMLIGHTINGMETERMAXIMUMMAIN CIRCUIT BREAKERMOTOR CONTROL CENTERMOTOR CIRCUIT PROTECTIONMECHANICALMANUFACTURERMOUNTING HEIGHTMETAL HALIDEMAIN LUGS ONLYMOUNTEDMERCURY VAPORMICROWAVENEUTRALNORMALLY CLOSEDNATIONAL ELECTRICAL CODENON-FUSEDNOT IN CONTRACTNORMALLY OPENNUMBEROWNER FURNISHED,CONTRACTOR INSTALLEDPOLEPUBLIC ADDRESSPULL BOXPHOTO CELLPHASEPOLEPAIRPRIMARYOVER 600 VOLTSFURNISH, INSTALL AND CONNECTPOTENTIAL TRANSFORMERPOWERQUANTILYRECEPTACLEREFRIGERATORREQUIREDREGID GALVANIZED STEELROOMRESIDENT OFFICER IN-CHARGE OFCONSTRUCTIONSECURITY600 VOLTS AND LESSSECTIONSQUARE FOOTSOLID NEUTRALSPECIFICATIONSQUARESECONDARY SWITCHGEARSHUNT TRIPSURFACESWITCHSYMMETRICALSYSTEMSTIME CLOCKTELEPHONETELECOMMUNICATIONSTELEPHONE AND DATATELEVISIONTYPICALTWISTED SHIELDED PAIRUNDERGROUNDUNLESS OTHERWISE NOTEDUNINTERRUPTIBLE POWER SUPPLYUNSHIELDED TWISTED PAIRVOLTSVOLT AMPERESVOLTAGE DROPVARIABLE FREQUENCY DRIVEWIREWEATHERPROOFTRANSFORMERTRANSFERWYE CONNECTEDSECURITY DEVICES"23" denotes circuit number, "x" denotes unit batteryCOMBINATION MOTOR STARTER/MOTOR CIRCUIT PROTECTOR100A = AMPERE RATINGMCP = MOTOR CIRCUIT PROTECTOR1 = STARTER SIZEALL BREAKERS ARE 3-POLE UON.LIGHTING FIXTURESNOTE:VERIFY ALL LIGHT FIXTURES WITH OWNER/ ARCHITECT PRIOR TO BID.LIGHTS AND PANEL SHALL NOT BE RECESSED IN FIRE PLATEDASSEMBLIES UNLESS BOXED WITH EQUIVALENT CONSTRUCTION.LED/HID/ COMPACT FLUORESCENTWALL MOUNTED8' INDUSTRIAL STRIP LIGHT4' INDUSTRIAL STRIP LIGHTRECESSED COMPACT WALL WASHRECESSED COMPACT DOWNLIGHTWALL MOUNTED EMERGENCY LIGHT FIXTURE WITHVENDOR FURNISHED LAMPS2" HOLLYWOOD STYLE VANITY LIGHT FIXTURE4' WALL MOUNTED FIXTURE WITHEMERGENCY BATTERY PACKROADWAY/PARKING LOT/WALKWAY LIGHT STANDARDPATHWAY LIGHT POST TOP MOUNTEDBUILDING MOUNTED WALLPACKCEILING/PENDANT MOUNTED EXIT SIGNWALL MOUNTED EXIT SIGNSHADING INDICATES ILLUMINATED FACE OF EXIT SIGNARROW INDICATES EXIT SIGN DIRECTIONAL ARROWSURFACE MOUNTED EMERGENCY LIGHT ON IT WITH 90MIN EMERGENCY BATTERY PACK. REFER TO LIGHTINGFIXTURE SCHEDULE.LIGHT FIXTURES NOMENCLATURE-INDICATES EMEGENCY-ASSOCIATED SWITCH-FIXTURE TYPE-ASSOCIATED SWITCH-FIXTURE TYPE-LIGHTING PANEL CKT. NO.-ASSOCIATED SWITCHLIGHT SWITCHES AND CONTROLSNOTE:ALL WALL MOUNTED RECEPTACLE SHALL BE +18" AFF U.O.N.ALL WALL COUNTER MOUNTED RECEPTACLE SHALL BE GFCI AND 6"ABOVE SPLASH. COORDINATE WITH ARCHITECTURAL DRAWINGS.POWER RECEPTACLES AND BOXESNOTE:LIGHT SWITCHES AND CONTROLS, WALL MOUNTED AT +48" AFF (MAX)ALL WALL SWITCHES CONTROLS LINE EMERGENCY CIRCUITS SHALLBE ENGRAVED WITH "EMERGENCY" ON RED FACE PLATESINGLE POLE, ab = CONTROL ZONES a & bDIMMER SWITCHKEY OPERATEDMANUAL MOTOR STARTERTHERMAL OVERLOAD SWITCH - WPWEATHERPROOFLOW-VOLTAGE SWITCH, #1 = CONTROL ZONE #1, UONREMOTE CONTROLBI-LEVEL OCCUPANCY SENSOR/SWITCH, ab CONTROL ZONES a & bOCCUPANCY SENSOR, CEILING MOUNTEDBI-LEVEL OCCUPANCY SENSOR, CEILING MOUNTEDVACANCY SENSOR, WALL MOUNTEDLOW-VOLTAGE PHOTOCELLDUPLEX RECEPTACLEQUAD RECEPTACLESPECIAL RECEPTACLEDEDICATED 20A RECEPRACLEGFCI DUPLEX RECEPTACLEGFCI DUPLEX RECEPTACLE WITH WEATHERPROOF COVERAFCI DUPLEX RECEPTACLEDUPLEX RECEPTACLE, BOTTOM HALF SWITCHEDAFCI DUPLEX RECEPTACLE, BOTTOM HALF SWITCHEDGFCI DUPLEX RECEPTACLE 6" ABOVE COUNTER OR SPLASHDUPLEX CEILING RECEPTACLEDUPLEX FLOOR RECEPTACLEJUNCTION BOXPULLBOX, SIZED PER NEC OR AS NOTEDDOOR CHIMEDOORBELL PUSHBUTTON, LIGHTED LVPOWER SWITCHES AND CONTROLSFUSED DISCONNECT SWITCH, HP RATED WITH FUSES PER EQUIPMENTMANUFACTURER AND WEATHER PROOF AS REQUIRED30AS = SWITCH AMPERE RATING15AF = FUSE AMPERE RATINGALL SWITCHES ARE 3-POLE UON.NON-FUSED DISCONNECT SWITCH WITH FUSES PER EQUIPMENTMANUFACTURER AND WEATHER PROOF AS REQUIRED30A = SWITCH AMPERE RATINGALL SWITCHES ARE 3-POLE UON.NOTE:ALL RATINGS OF ELECTRICAL DISTRIBUTION EQUIPMENT SHALL BEVERIFIED WITH LOCAL UTILITY COMPANY HAVING JURISDICTION PRIOR TOBID.POWER EQUIPMENTMECHANICAL EQUIPMENT EXHAUST FAN OR MOTORVARIABLE FREQUENCY DRIVE WITH INTEGRALMAIN DISCONNECTPACKAGED EQUIPMENT, SINGLE POINT ELECTRICAL CONNECTION,FURNISHED WITH INTEGRAL MAIN DISCONNECTION UON.CONDUITS AND WIRESCONDUIT/CABLE EXPOSEDCONDUIT/CABLE BELOW RAISED FLOORCONDUIT/CABLE CONCEALED BELOW GRADE, 3/4" CMIN WITH CODE SIZED EQUIPMENT GROUNDCONDUIT/CABLE ABOVE CEILING OR IN WALLCONDUIT/CABLE TURNING UPCONDUIT/CABLE TURNING DOWNCONDUIT CAPPEDFLEXIBLE CONDUITHOMERUN, HPC = PANEL DESTINATION, 2,4,6 = CIRCUITSWIRING, SLASH = (LINE SIDE OF N) = HOT + NEUTRAL (N) IF REQ'D.#12 GROUND WIRE IN EACH RACEWAY, UON (NOT SHOWN)#12 = WIRE SIZE, UON3/4"C = CONDUIT SIZESINGLE LINE DIAGRAMSFUSE CUTOUTDRY TYPETRANSFORMERUTILITY COMPANY METER. PROVIDE CT'S & PT'S AS REQUIRED.REFER TO SINGLE LINE DIAGRAM.CURRENT LIMITERDISCONNECT SWITCH FURNISHED W/ EQUIPMENTSTART-STOP CONTROL STATIONHAND-OFF AUTO CONTROL STATIONLOW VOLTAGE CIRCUIT BREAKER30A = AMPERE TRIP RATINGALL BREAKERS ARE 3-POLE, UON.LOW VOLTAGE CIRCUIT BREAKERAF = AMPERE FRAME RATINGAT = AMPERE TRIP RATINGALL BREAKERS ARE 3-POLE, UON.MOTOR CIRCUIT PROTECTOR30A = AMPERE RATINGMCP = MOTOR CIRCUIT PROTECTORALL BREAKERS ARE 3-POLE, UON.SHUNT TRIPGROUND FAULT RELAYGROUND FAULT PROTECTIONWYE CONFIGURATIONDELTA CONFIGURATIONGROUNDDISTRIBUTION EQUIPMENTNOTE:ALL RATINGS OF ELECTRICAL DISTRIBUTION EQUIPMENT SHALL BEVERIFIED WITH LOCAL UTILITY COMPANY HAVING JURISDICTION PRIOR TOBID.PANELBOARDS OR LOAD CENTERS: SURFACE, FLUSH MOUNTEDREFER TO PANEL SCHEDULESMAIN SWITCHBOARD (MSB)DISTRIBUTION SWITCHBOARD (DSB)MOTOR CONTROL CENTER (MCC)OR SECONDARY SWITCHGEAR (SSG)TRANSFORMER (T)COMMUNICATION DEVICESNOTE:VERIFY ALL COMMUNICATION REQUIREMENTS WITH SERVICEPROVIDER.TERMINAL BOARD (TB) SIZED AS NOTED,REFER TO SYSTEM GROUND DETAIL AS REQUIREDTELEPHONE TERMINAL CABINET (TC) WITH TERMINALSTRIPS AS REQUIREDTELEPHONE OUTLET BOX, WALL MOUNTED AT +18"A.F.F.(MIN). STUB A 3/4" C.O. 6" ABOVE THEACCESSIBLE CEILING AND PROVIDE A BUSHING.4S/DP MINIMUM WITH SINGLE GANG RING."W" = WALL MOUNTED PHONE AT +48" A.F.F. (MAX)"P" = PUBLIC (PAY) PHONE. VERIFY ALL REQUIREMENTSWITH THE TELEPHONE UTILITY COMPANY. PROVIDE1" C.O (MIN) TO THE MAIN TELEPHONE BACKBOARD.MOUNTING HEIGHT AS REQUIRED.COMBINATION TELEPHONE AND DATA OUTLET BOX WALLMOUNTED AT +18" A.F.F. (MIN) STUB A 1" C.O. UP 6"ABOVE THE ACCESSIBLE CEILING AND PROVIDE ABUSHING 4S/DP MINIMUM WITH SINGLE GANG RING.COMBINATION TELEPHONE AND DATA OUTLET BOX FLUSHMOUNTED IN FLOOR BOX WITH SERVICE FITTING."P" = DESIGNATES PEDESTAL TYPE DEVICE"F" = DESIGNATES FIRE RATED POKE THROUGHCATV OUTLETNOTE:SECURITY SYSTEM BY SECURITY CONSULTANT. REFER TO SECURITYDRAWING FOR COMPLETE SECURITY SYSTEM (when applicable).TELECOM ENTRY: DOOR KING #1837SECURITY KEYPAD- ADEMCOMOTION DETECTOR- ADEMCOPROXIMITY READER- DOOR KING #DKS 20/VANDAL PROOFENCLOSURE AT EXT. DOORS AND GATESCAMERA- PELCO - DAY AND NIGHT VISIONDOOR KING #9100 SLIDING GATE OPERATORFIRE ALARM DEVICES AND PANELSNOTE:COMPLETE FIRE ALARM SYSTEM DRAWINGS BY FIRE ALARMCONTRACTOR. THE FIRE ALARM CONTRACTOR SHALL THEN OBTAINSTAMPED APPROVALS FROM THE STATE FIRE MARSHALL'S OFFICE,LOCAL FIRE DEPARTMENT AGENCIES AND BUILDING DEPARTMENT.FIRE ALARM CONTROL PANELFIRE ALARM POWER SUPPLYFIRE ALARM TERMINATION PANELFIRE ALARM ANNUNCIATOR PANELFIRE ALARM BELLFIRE ALARM HORN/SPEAKER/SIRENCOMBINATION AUDIBLE (SPEAKER)VISUAL ALARM(110 = 100 CANDELA STROBE, UON)(C=SURFACE CEILING MOUNT)FIRE ALARM VISUAL DEVICEFIRE ALARM MANUAL PULLSTATION,WALL MOUNTED AT +48" A.F.F.FIRE ALARM SMOKE DETECTOR,PHOTOELECTRIC TYPE, CEILINGMOUNTEDFIRE ALARM HORN, WALL MOUNTEDAT +92" A.F.F. CENTER OF DEVICEFIRE ALARM IONIZATION DETECTORCEILING MOUNTEDFIRE ALARM HEAT DETECTORSPRINKLER VALVE FLOW SWITCHSPRINKLER VALVE TAMPER SWITCHEND OF LINE DEVICEDOOR HOLD/RELEASE DEVICEFIRE ALARM FIREMAN'S PHONEREMOTE ALARM LAMPPOST INDICATOR VALVEFIRE SMOKE DAMPERFOAM SYSTEM INTERFACEGENERATOR INTERFACEHVAC INTERFACESPRINKLER INTERFACEFIRE ALARM DUCT DETECTORPHOTOELECTRIC TYPEFIRE ALARM IONIZATION DETECTOR#12, 3/4"CHPC-2,4,6S5A14aaE3-WAY4-WAYFUSED DISCONNECT SWITCH30A = SWITCH AMPERE RATING(20A) = FUSE AMPERE RATINGALL SWITCHES ARE 3-POLE, UON.Fixture TypeaS5a4A1xEB23EMabDmTWPLV#1ab abCCC3ab4ab1MCP100A15AF30AS15AF30ASMVFDMkWUHAO3P20AF30AS3P3P15AT20AF3P3P15AT20AF3P3PMCP20AF3PSTGFJsKMDCRCJs110CFFEOLFDIDFPFHFFSFTSDS DI DH FDHFRLFPIVFFSDFFIFGIFHIFSIDSDEQUIPMENT TYPESSGDBDISC SWVFDTLTCTDTUTLCPDPSBGELEVFACPFPRPSPTCLSIG- LONG TIME, SHORT TIME, INSTANTANOUS, GROUNDLSI- LONG TIME, SHORT TIME, INSTANTANOUSELECTRONIC BREAKER TRIP SENSOR PICK UP SETTING: MCCMSSDPB-MOTOR CONTROL CENTER-SECONDARY SWITCHGEAR-MAIN SWITCHBOARD-DISTRIBUTION BOARD-DISTRIBUTION PANELBOARD-STANDBY DISTRIBUTION PANELBOARD-STANDBY GENERATOR-DISCONNECT SWITCH-VARIABLE FREQUENCY DRIVE-TRANSFORMER-LIGHTING TRANSFORMER-CLEAN POWER TRANFORMER-DIRTY POWER TRANFORMER-UTILITY POWER TRANSFORMERGEFUGPSANNUBP-LIGHTING CONTROL PANEL-UTILITY BRANCH PANEL-ELEVATOR-FIRE ALARM CONTROL PANEL-FIRE ALARM ANNUNCIATOR PANEL-UNDERGROUND PULL SECTION-GARAGE EXHAUST FAN-FIRE PUMP-REC BUILDING PANEL-SUMP PUMP-TELEPHONE CABINET2SYMBOL LIST1ABBREVIATIONSPROJECT:ARCHITECT:DEVELOPER:LOCATION:ISSUED DATE:PLOT DATE:ENGINEER:DRAFTER:SHEET NAME:SHEET NUMBER:PROJECT NUMBER:DESCRIPTIONDATENO.REVISIONSTHESE DESIGNS, DRAWINGS, ANDSPECIFICATIONS ARE THE EXCLUSIVEPROPERTY OF GOUVIS ENGINEERINGCONSULTING GROUP, AND ALLINFORMATION SHOWN IS CONFIDENTIALTO ALL RECIPIENTS AND NO PART OF THESEDRAWINGS CAN BE COPIED, TRANSFERED,OR REPRODUCED, NOR CAN ANYSTRUCTURES BE BUILT FROM THEMWITHOUT WRITTEN CONSENT OF GOUVISENGINEERING CONSULTING GROUPCOPYRIGHT GOUVIS ENGINEERINGCONSULTING GROUP 2008 ALL RIGHTSRESERVEDRESTRICTIVE NOTICE64613Glidewell ResidenceGlidewell Design Build GroupGlidewell Design Build Group2300 Mesa DriveNewport Beach, CA01/02/201811/20/2018NOT FOR BID ORCONSTRUCTIONSPECIAL PURPOSE RECEPTACLEVACUUM POINT OUTLET MAIN & INTERSYSTEM BONDING DETAILFLOOR LEVEL MIN. TWO (2) - 8' L X 34" DIA. COPPERGROUND RODS, MIN. 20' SEPARATIONBONDED (CADWELD) TOGETHER ANDCONNECTED TO MAIN SERVICEGROUND BAR.1 # 3/0 BARE COPPER TO 20'MIN.CONTINUOUS BLDG. STEEL "UFER"3/4"C - # 3/0 CU. BOND TO COLD WATER METALOR METALLIC GAS PIPING, WITHIN 5-FEET OFENTRANCE POINT OF PIPE PER ART. 250."MSGB" COMPRESSION LUGS BOLTEDTO PLATE DRILL AND TAPPED FORREQUIRED NO. & SIZE OF LUGS.TAG & IDENTIFYEACH GROUND1#6 TO MAIN TELEPHONEBACKBOARDNEUTRAL BUS BAREQUIPMENT BONDINGINTERSYSTEM BONDING TERMINATION POINT FOR CONNECTION OF INTERSYSTEM BONDINGCONDUCTORS REQUIRED FROM OTHER SYSTEMS (ie: SOLAR, BATTERY INVERTER, WIND, GENERATOR).#3/0 BARE CU1"C- # 4/0 INSULATED CU#3/0 BARE CUGROUNDING BUS BARTO UTILITY SERVICEGROUNDING POINT1#6 TO INVERTER GND POINTMIN.36"3"3"3"3"AT LANDSCAPED AREAS.BACKFILL TO MATCH EXISTING GRADECONCRETE ENCASMENTTO 90% RELATIVE DENSITYLARGE DEBRIS AND COMPACTEDSELECTED BACKFILL FREE OFUNDISTURBED EARTHPAVING BASETO MATCH EXISTINGNEW ASPHALT OR CONCRETE PAVING 1 1/2"1 1/2"3-2" PVC C.O.ICAITSCONCECOUNTERTOP54" MAX48" MAX (ADA)TO TOP OF HIGHESTCIRCUIT BREAKERSTANDARDSWITCH60"TO TOPOF BOX72" IF DEPTH < 4"86" OTHERWISE15"TO BOTTOMOF BOX6" MAX OVERHANGABOVE RECEPTACLETEL/CATV &RECEPTACLE+48" (MAX)TO TOP OF BOX+44" (MAX)20" WIDE COUNTER42" (MAX)FOR ADA12" MAXKITCHENCABINETBATHROOMVANITY42"45" FOR36"-HIGHCOUNTER48" (MAX)TO TOPOF BOXRANGE HOODPANELIN UNIT7'-0" (REF)VERIFY W/ARCH. ELEVATIONWASHER &DRYERGARAGE, UTILITY& LAUNDRYSTACKEDWASHER &DRYER36"ALIGN SWITCHESWITH RECEPTACLE(WHEN OCCURS)THERMOSTATFOR RANGE HOODOR MICROWAVE/HOODFOR STACKEDWASHER/DRYER50" (MAX)TO TOPOF BOX48"NOTE:1.RECEPTACLE INSTALATION IN L-SHAPE OR U SHAPEKITCHENS SHALL BE INSTALLED IN COMPLIANCEWITH FAIR HOUSING ACT PART 2, CHAPTER 5. ANDCALIFORNIA ELECTRICAL CODE 2016 210.52(C).2.THIS DETAIL IS SHOWN FOR REFERENCE ONLY. THEELECTRICAL CONTRACTOR SHALL PROVIDEADDITIONAL RECEPTACLES AS NECESSARYWITHOUT ADDITIONAL COST TO THE OWNER DUETO THE ACTUAL FIELD CONDITIONS. LAYOUTSHOWN AS MINIMUM REQUIREMENTS.24" (MAX) *2' (MAX)*3' (MIN) **3' (MIN) **48" (MAX)***PER FAIR HOUSING ACTPART TWO, CHAPTER 5*PER CEC 210.52(C)GFCIGFCIGFCIE-0.3ELECTRICALGENERALDETAILSELECTRICAL GENERAL DETAILSTYPICAL ELECTRICAL DEVICE MOUNTING HEIGHTSTYPICAL KITCHEN COVER LAYOUT8129131714185611115191634WEATHERPROOF RECEPTACLE DETAILTYPICAL TRENCH SECTION1027TYPICAL SYSTEM GROUNDING AND BONDINGPROJECT:ARCHITECT:DEVELOPER:LOCATION:ISSUED DATE:PLOT DATE:ENGINEER:DRAFTER:SHEET NAME:SHEET NUMBER:PROJECT NUMBER:DESCRIPTIONDATENO.REVISIONSTHESE DESIGNS, DRAWINGS, ANDSPECIFICATIONS ARE THE EXCLUSIVEPROPERTY OF GOUVIS ENGINEERINGCONSULTING GROUP, AND ALLINFORMATION SHOWN IS CONFIDENTIALTO ALL RECIPIENTS AND NO PART OF THESEDRAWINGS CAN BE COPIED, TRANSFERED,OR REPRODUCED, NOR CAN ANYSTRUCTURES BE BUILT FROM THEMWITHOUT WRITTEN CONSENT OF GOUVISENGINEERING CONSULTING GROUPCOPYRIGHT GOUVIS ENGINEERINGCONSULTING GROUP 2008 ALL RIGHTSRESERVEDRESTRICTIVE NOTICE64613Glidewell ResidenceGlidewell Design Build GroupGlidewell Design Build Group2300 Mesa DriveNewport Beach, CA01/02/201811/20/2018NOT FOR BID ORCONSTRUCTION 1200AUGPS120/208V-3Ø-4WM400A3P200A3P225A3P1200A3PTO UTILITY COMPANYTRANSFORMERHOUSE METER(E)MSBW1200 AMP, 208/120V, 3ɸ-4W200A3P225A3P200A3P200A3P200A3P200A3P12345910118200A3P6200A3P7(E)SUBPANEL208Y/120V3ɸ-4W(E)MAINHOUSEGARAGEPANELA3208Y/120V3ɸ-4W(E)MAINHOUSEKITCHENPANELA6208Y/120V3ɸ-4W(E)EMPLOYEESPANEL208Y/120V3ɸ-4W(E)CARRIAGE208Y/120V3ɸ-4W(E)SITE208Y/120V3ɸ-4W(E)OFFICE208Y/120V3ɸ-4W(E)MAINTENANCEGARAGEMACHINES208Y/120V3ɸ-4W(E)MAINTENANCEGARAGEMACHINES208Y/120V3ɸ-4W208Y/120V3ɸ-4W(E)PANEL A1208Y/120V3ɸ-4W(E)KITCHENPANELA7208Y/120V3ɸ-4W(E)A2208Y/120V3ɸ-4W(E)A5208Y/120V3ɸ-4W(E)A3-1208Y/120V3ɸ-4W(E)SAFETYSWITCH(E)3#3/0 CU E-0.4ELECTRICALLOAD CALCULATIONS ANDSINGLE LINE DIAGRAMDEMO/EXISTING SINGLE LINE DIAGRAM1PROJECT:ARCHITECT:DEVELOPER:LOCATION:ISSUED DATE:PLOT DATE:ENGINEER:DRAFTER:SHEET NAME:SHEET NUMBER:PROJECT NUMBER:DESCRIPTIONDATENO.REVISIONSTHESE DESIGNS, DRAWINGS, ANDSPECIFICATIONS ARE THE EXCLUSIVEPROPERTY OF GOUVIS ENGINEERINGCONSULTING GROUP, AND ALLINFORMATION SHOWN IS CONFIDENTIALTO ALL RECIPIENTS AND NO PART OF THESEDRAWINGS CAN BE COPIED, TRANSFERED,OR REPRODUCED, NOR CAN ANYSTRUCTURES BE BUILT FROM THEMWITHOUT WRITTEN CONSENT OF GOUVISENGINEERING CONSULTING GROUPCOPYRIGHT GOUVIS ENGINEERINGCONSULTING GROUP 2008 ALL RIGHTSRESERVEDRESTRICTIVE NOTICE64613Glidewell ResidenceGlidewell Design Build GroupGlidewell Design Build Group2300 Mesa DriveNewport Beach, CA01/02/201811/20/2018NOT FOR BID ORCONSTRUCTION UNIT SERVICE LOAD CALCULATIONNECLOAD GROUPArea SQ. FT.(Basement)4458.89Area SQ. FT.(First Floor)5834.49Area SQ. FT.(Second Floor)2010.91Total Area SQ. FT12304.3GENERAL LIGHTING(Table 220.12)3X Area36912.9220.52(A)Small Appliance3000220.52(B)Laundry Load0General Lighting Subtotal39912.9220-42GENERAL LIGHTING DEMAND:1st 3000@100%3000(Total General Lighting Load-3000)@35%12919.5NET GEN. LIGHTING LOAD55832.4220.82(B)(3)aOTHER FIXED APPLIANCESDishwasher1200Refrigerator2000Refrigerator1000Ice Maker2000Wine Cooler2000Air Cooler5720Garbage Disposer2400Coffee Maker1000Water Heater4500Exust Fan3000Make up air Fan3000Total Fixed Appliance27820220.82(B)(3)bCOOKING LOADOven0Total Cooking Load0220.82(C)OTHER LOADSTotal CU/HP Load40000Fan Coil Unit2000Elevator4000Sump Pump(2)2880Electrical Heater4500NEC 430.2425% of Largest Motor4375TOTAL LOAD141407.4AMPS CALCULATIONSVolt208Phase3Amps393.01200AUGPS120/208V-3Ø-4WM200A3P225A3P1200A3PTO UTILITY COMPANYTRANSFORMERHOUSE METER(E)MSBW1200 AMP, 208/120V, 3ɸ-4W200A3P225A3P200A3P200A3P12345910118200A3P6200A3P7(E)SUBPANEL208Y/120V3ɸ-4W(E)EMPLOYEESPANEL208Y/120V3ɸ-4W(E)CARRIAGE208Y/120V3ɸ-4W(E)SITE208Y/120V3ɸ-4W(E)OFFICE208Y/120V3ɸ-4W(E)MAINTENANCEGARAGEMACHINES208Y/120V3ɸ-4W(E)MAINTENANCEGARAGEMACHINES208Y/120V3ɸ-4W208Y/120V3ɸ-4W(E)SAFETYSWITCH(E)3#3/0 CU 800AF800AT3P(N)PANEL B208Y/120V3ɸ-4W(N)(4) 3"C-300 CU, #1/0 GL~180', VD=1.8%(N)MAINHOUSEKITCHENPANELA6-7208Y/120V3ɸ-4W200A(N)PANEL A1208Y/120V3ɸ-4W500A(E)MAINHOUSEGARAGEPANELA3208Y/120V3ɸ-4W(N)(3) 3 1/2"C-500 CU, #2 GL~280', VD=1.8%200A(N) 2"C-3/0 CU, #6 GL~125', VD=1.8% ***************** F A U L T A N A L Y S I S S U M M A R Y *************** ------------------------------------------------------------------------------- BUS NAME VOLTAGE AVAILABLE FAULT CURRENT L-L 3 PHASE BUS-0001 208. 22000.0 Panel B 208. 12901.0E-0.5ELECTRICALLOAD CALCULATIONS ANDSINGLE LINE DIAGRAMSINGLE LINE DIAGRAM1PROJECT:ARCHITECT:DEVELOPER:LOCATION:ISSUED DATE:PLOT DATE:ENGINEER:DRAFTER:SHEET NAME:SHEET NUMBER:PROJECT NUMBER:DESCRIPTIONDATENO.REVISIONSTHESE DESIGNS, DRAWINGS, ANDSPECIFICATIONS ARE THE EXCLUSIVEPROPERTY OF GOUVIS ENGINEERINGCONSULTING GROUP, AND ALLINFORMATION SHOWN IS CONFIDENTIALTO ALL RECIPIENTS AND NO PART OF THESEDRAWINGS CAN BE COPIED, TRANSFERED,OR REPRODUCED, NOR CAN ANYSTRUCTURES BE BUILT FROM THEMWITHOUT WRITTEN CONSENT OF GOUVISENGINEERING CONSULTING GROUPCOPYRIGHT GOUVIS ENGINEERINGCONSULTING GROUP 2008 ALL RIGHTSRESERVEDRESTRICTIVE NOTICE64613Glidewell ResidenceGlidewell Design Build GroupGlidewell Design Build Group2300 Mesa DriveNewport Beach, CA01/02/201811/20/2018NOT FOR BID ORCONSTRUCTIONLOAD CALCULATIONS2 E-0.6ELECTRICALPANEL SCHEDUELS PANEL SCHEDULES1PROJECT:ARCHITECT:DEVELOPER:LOCATION:ISSUED DATE:PLOT DATE:ENGINEER:DRAFTER:SHEET NAME:SHEET NUMBER:PROJECT NUMBER:DESCRIPTIONDATENO.REVISIONSTHESE DESIGNS, DRAWINGS, ANDSPECIFICATIONS ARE THE EXCLUSIVEPROPERTY OF GOUVIS ENGINEERINGCONSULTING GROUP, AND ALLINFORMATION SHOWN IS CONFIDENTIALTO ALL RECIPIENTS AND NO PART OF THESEDRAWINGS CAN BE COPIED, TRANSFERED,OR REPRODUCED, NOR CAN ANYSTRUCTURES BE BUILT FROM THEMWITHOUT WRITTEN CONSENT OF GOUVISENGINEERING CONSULTING GROUPCOPYRIGHT GOUVIS ENGINEERINGCONSULTING GROUP 2008 ALL RIGHTSRESERVEDRESTRICTIVE NOTICE64613Glidewell ResidenceGlidewell Design Build GroupGlidewell Design Build Group2300 Mesa DriveNewport Beach, CA01/02/201811/20/2018NOT FOR BID ORCONSTRUCTION 6565(N)PANEL 'B'(N)PANEL 'A1'L~280'L~180'(E)PANEL 'A3'400A200A(N)PANEL 'A6-7'L~125'(E)TRANSFORMERHV:12KV DELTALV:208Y/120VKVA:75(E)GENERATOR400A(E)ATS(E)MAIN SWITCH BOARD208/120V1200AE-1.1ELECTRICALSITE PLAN1032'64'16' 1/32 " = 1'-0"96'SITE PLANPROJECT:ARCHITECT:DEVELOPER:LOCATION:ISSUED DATE:PLOT DATE:ENGINEER:DRAFTER:SHEET NAME:SHEET NUMBER:PROJECT NUMBER:DESCRIPTIONDATENO.REVISIONSTHESE DESIGNS, DRAWINGS, ANDSPECIFICATIONS ARE THE EXCLUSIVEPROPERTY OF GOUVIS ENGINEERINGCONSULTING GROUP, AND ALLINFORMATION SHOWN IS CONFIDENTIALTO ALL RECIPIENTS AND NO PART OF THESEDRAWINGS CAN BE COPIED, TRANSFERED,OR REPRODUCED, NOR CAN ANYSTRUCTURES BE BUILT FROM THEMWITHOUT WRITTEN CONSENT OF GOUVISENGINEERING CONSULTING GROUPCOPYRIGHT GOUVIS ENGINEERINGCONSULTING GROUP 2008 ALL RIGHTSRESERVEDRESTRICTIVE NOTICE64613Glidewell ResidenceGlidewell Design Build GroupGlidewell Design Build Group2300 Mesa DriveNewport Beach, CA01/02/201811/20/2018NOT FOR BID ORCONSTRUCTION GENERAL NOTESSHEET NOTESEXISTING PANELS TO BE RELOCATED. EXTEND CONDUITS, ANDWIRING TO NEW LOCATION. SEE SHEET E3.1.1.PROVIDE NEW FEEDER FROM ELECTRICAL ROOM TO MAINSWITCHBOARD.2. UP(E) P(E) QE-2.1DEMO PLANFIRST FLOOR10 3/16" = 1'-0"2'4'8'16'FIRST FLOORPROJECT:ARCHITECT:DEVELOPER:LOCATION:ISSUED DATE:PLOT DATE:ENGINEER:DRAFTER:SHEET NAME:SHEET NUMBER:PROJECT NUMBER:DESCRIPTIONDATENO.REVISIONSTHESE DESIGNS, DRAWINGS, ANDSPECIFICATIONS ARE THE EXCLUSIVEPROPERTY OF GOUVIS ENGINEERINGCONSULTING GROUP, AND ALLINFORMATION SHOWN IS CONFIDENTIALTO ALL RECIPIENTS AND NO PART OF THESEDRAWINGS CAN BE COPIED, TRANSFERED,OR REPRODUCED, NOR CAN ANYSTRUCTURES BE BUILT FROM THEMWITHOUT WRITTEN CONSENT OF GOUVISENGINEERING CONSULTING GROUPCOPYRIGHT GOUVIS ENGINEERINGCONSULTING GROUP 2008 ALL RIGHTSRESERVEDRESTRICTIVE NOTICE64613Glidewell ResidenceGlidewell Design Build GroupGlidewell Design Build Group2300 Mesa DriveNewport Beach, CA01/02/201811/20/2018NOT FOR BID ORCONSTRUCTIONDEMOLITION GENERAL NOTESSHEET NOTESEXISTING PANELS TO BE RELOCATED. EXTEND CONDUITS, ANDWIRING TO NEW LOCATION. SEE SHEET E3.1.1.REMOVE ALL EXISTING WIRING DEVICES, ELECTRICALEQUIPMENT AND CIRCUITING, SPECIFICALLY INDICATEDDUE TO THE ARCHITECTURAL DEMOLITION WORK IN THEAREA TO BE RENOVATED. ALL EQUIPMENT THAT HAS BEENREMOVED AND IS NOT REUSED SHALL BE RETURNED TOTHE OWNER OR DISPOSED OF AS DIRECTED BY THEOWNER'S REPRESENTATIVE.2.RECONNECT CIRCUITING AS REQUIRED TO MAINTAINCONTINUITY TO REMAINING OUTLETS WHEN EXISTINGDEVICES ARE REMOVED. CONSOLIDATE PARTIALLYLOADED CONVENIENCE RECEPTACLE CIRCUITS TOMAXIMIZE SPACE MADE AVAILABLE AT THE PANELBOARD.3.FIELD VERIFY LOCATIONS OF EXISTING OUTLETS. WHERENEW CONSTRUCTION CONFLICTS WITH EXISTING OUTLETS,REMOVE WIRING DEVICES OR RELOCATE FIXTURES ASREQUIRED, WHETHER OR NOT SPECIFICALLY INDICATED.4.PROVIDE BLANK COVER PLATES ON JUNCTION BOXESWHICH ARE NOT REUSED.5.PROVIDE TYPE AND SIZE OF CONDUCTORS TO MATCHEXISTING FOR EXISTING CIRCUITS WHICH ARE EXTENDEDTO SERVE NEW OR RELOCATED DEVICES OR FUTURES.6.PROVIDE CUTTING AND PATCHING AS REQUIRED,WHETHER OR NOT SPECIFICALLY INDICATED. VERIFYEXTENT OF NEW AND EXISTING PARTITIONS WITHARCHITECTURAL DRAWINGS.7.FIELD VERIFY EXISTING CIRCUITING AND MAKEADJUSTMENTS AS NECESSARY TO THE CIRCUITING SHOWNON THE PLANS, AS REQUIRED BY FIELD CONDITIONS.8.REMOVE ALL UNUSED CONDUITS AND WIRING,SWITCHES, RECEPTACLES, LIGHT FIXTURES, ETC., WHERECEILINGS, CEILING TILES OR WALLS ARE BEINGDEMOLISHED EXCEPT AS FOLLOWS: WHERE WALLS ANDCEILINGS ARE TO REMAIN. MAINTAIN EXISTING CONDUIT,WRING AND BOXES SERVING ALL ELECTRICAL EQUIPMENT,OUTLETS AND SWITCHES N THOSE AREAS. REMOVE ALLPOWER WIRING BACK TO ITS OVERCURRENT DEVICE ANDMARK CIRCUIT BREAKERS AS "SPARE". INSTALL BLANKCOVERS ON ALL BOXES. REFER TO DRAWINGS FORADDITIONAL REQUIREMENTS AND OTHER SPECIFICEXCEPTIONS9.COORDINATE ALL DEMOLITION WORK WITH NEWREQUIREMENTS TO ASSURE THAT EXISTING EQUIPMENT,WRING, ETC., THAT IS REQUIRED FOR A COMPLETE ANDOPERABLE SYSTEM IS NOT REMOVED.10.ALL EXISTING ELECTRICAL EQUIPMENT AND CONDUITSTHAT INTERFERE WITH ANY NEW CONSTRUCTION SHALLBE RELOCATED OR RE-ROUTED AS REQUIRED TO CLEARTHE NEW CONSTRUCTION. RECONNECT ALL EXISTINGEQUIPMENT THAT ARE TO REMAIN AND NOT AFFECTED BYTHE NEW CONSTRUCTION, TO THE NEWLY RELOCATED ORRE-ROUTED SYSTEM TO ENSURE A SAFE ANDOPERATIONAL SYSTEM.11.DISCONNECT AND RECONNECT THE EXISTINGELECTRICAL EQUIPMENT AS REQUIRED BY THECONSTRUCTION MODIFICATIONS. WASHERDRYERWASHERDRYERDNDNDNDNN.I.CE-2.2DEMO PLAN SECOND FLOOR10 3/16" = 1'-0"2'4'8'16'2ND FLOOR PLANPROJECT:ARCHITECT:DEVELOPER:LOCATION:ISSUED DATE:PLOT DATE:ENGINEER:DRAFTER:SHEET NAME:SHEET NUMBER:PROJECT NUMBER:DESCRIPTIONDATENO.REVISIONSTHESE DESIGNS, DRAWINGS, ANDSPECIFICATIONS ARE THE EXCLUSIVEPROPERTY OF GOUVIS ENGINEERINGCONSULTING GROUP, AND ALLINFORMATION SHOWN IS CONFIDENTIALTO ALL RECIPIENTS AND NO PART OF THESEDRAWINGS CAN BE COPIED, TRANSFERED,OR REPRODUCED, NOR CAN ANYSTRUCTURES BE BUILT FROM THEMWITHOUT WRITTEN CONSENT OF GOUVISENGINEERING CONSULTING GROUPCOPYRIGHT GOUVIS ENGINEERINGCONSULTING GROUP 2008 ALL RIGHTSRESERVEDRESTRICTIVE NOTICE64613Glidewell ResidenceGlidewell Design Build GroupGlidewell Design Build Group2300 Mesa DriveNewport Beach, CA01/02/201811/20/2018NOT FOR BID ORCONSTRUCTIONDEMOLITION GENERAL NOTESSHEET NOTES1.REMOVE ALL EXISTING WIRING DEVICES, ELECTRICALEQUIPMENT AND CIRCUITING, SPECIFICALLY INDICATEDDUE TO THE ARCHITECTURAL DEMOLITION WORK IN THEAREA TO BE RENOVATED. ALL EQUIPMENT THAT HAS BEENREMOVED AND IS NOT REUSED SHALL BE RETURNED TOTHE OWNER OR DISPOSED OF AS DIRECTED BY THEOWNER'S REPRESENTATIVE.2.RECONNECT CIRCUITING AS REQUIRED TO MAINTAINCONTINUITY TO REMAINING OUTLETS WHEN EXISTINGDEVICES ARE REMOVED. CONSOLIDATE PARTIALLYLOADED CONVENIENCE RECEPTACLE CIRCUITS TOMAXIMIZE SPACE MADE AVAILABLE AT THE PANELBOARD.3.FIELD VERIFY LOCATIONS OF EXISTING OUTLETS. WHERENEW CONSTRUCTION CONFLICTS WITH EXISTING OUTLETS,REMOVE WIRING DEVICES OR RELOCATE FIXTURES ASREQUIRED, WHETHER OR NOT SPECIFICALLY INDICATED.4.PROVIDE BLANK COVER PLATES ON JUNCTION BOXESWHICH ARE NOT REUSED.5.PROVIDE TYPE AND SIZE OF CONDUCTORS TO MATCHEXISTING FOR EXISTING CIRCUITS WHICH ARE EXTENDEDTO SERVE NEW OR RELOCATED DEVICES OR FUTURES.6.PROVIDE CUTTING AND PATCHING AS REQUIRED,WHETHER OR NOT SPECIFICALLY INDICATED. VERIFYEXTENT OF NEW AND EXISTING PARTITIONS WITHARCHITECTURAL DRAWINGS.7.FIELD VERIFY EXISTING CIRCUITING AND MAKEADJUSTMENTS AS NECESSARY TO THE CIRCUITING SHOWNON THE PLANS, AS REQUIRED BY FIELD CONDITIONS.8.REMOVE ALL UNUSED CONDUITS AND WIRING,SWITCHES, RECEPTACLES, LIGHT FIXTURES, ETC., WHERECEILINGS, CEILING TILES OR WALLS ARE BEINGDEMOLISHED EXCEPT AS FOLLOWS: WHERE WALLS ANDCEILINGS ARE TO REMAIN. MAINTAIN EXISTING CONDUIT,WRING AND BOXES SERVING ALL ELECTRICAL EQUIPMENT,OUTLETS AND SWITCHES N THOSE AREAS. REMOVE ALLPOWER WIRING BACK TO ITS OVERCURRENT DEVICE ANDMARK CIRCUIT BREAKERS AS "SPARE". INSTALL BLANKCOVERS ON ALL BOXES. REFER TO DRAWINGS FORADDITIONAL REQUIREMENTS AND OTHER SPECIFICEXCEPTIONS9.COORDINATE ALL DEMOLITION WORK WITH NEWREQUIREMENTS TO ASSURE THAT EXISTING EQUIPMENT,WRING, ETC., THAT IS REQUIRED FOR A COMPLETE ANDOPERABLE SYSTEM IS NOT REMOVED.10.ALL EXISTING ELECTRICAL EQUIPMENT AND CONDUITSTHAT INTERFERE WITH ANY NEW CONSTRUCTION SHALLBE RELOCATED OR RE-ROUTED AS REQUIRED TO CLEARTHE NEW CONSTRUCTION. RECONNECT ALL EXISTINGEQUIPMENT THAT ARE TO REMAIN AND NOT AFFECTED BYTHE NEW CONSTRUCTION, TO THE NEWLY RELOCATED ORRE-ROUTED SYSTEM TO ENSURE A SAFE ANDOPERATIONAL SYSTEM.11.DISCONNECT AND RECONNECT THE EXISTINGELECTRICAL EQUIPMENT AS REQUIRED BY THECONSTRUCTION MODIFICATIONS. UPDNDN31 SFAV STORAGE011189 SFSTAIR C01223 SFELEVATOREQUIPMENT RM00931 SFELEVATOR00892 SFEQUIP RM007117 SFMEN'S RR003135 SFWOMEN'S RR005011396 SFTHEATER010612 SFBAR002126 SFHALLWAY006003 19 SFSUMP PUMP RM004004 005 007 00801217 SFSUM PUMP RM013013-12' - 6"-12' - 6"-14' - 0"JGFCI GFCIGFCIJJJ GFCIGFCIGFCIJGFCIGFCIGFCIGFCIGFCIGFCIGFCIGFCIGFCIGFCIGFCI +45"+45"+45"+42"+42"+42"+42"1919195050191919214341393939392121211211515'B'-35,37'B'-59,611717171717175050101010105010101313131313131314FOR WINE COOLER 1FOR WINE COOLER 2FOR COFFEE MAKERELEV 200AS200AF3P'B'-44,46,4812REFREF'B'-49'B'-493636FOR SUMP PUMPFOR SUMP PUMP60FC60FCE-3.0ELECTRICALPOWER PLAN BASEMENT10 3/16" = 1'-0"2'4'8'16'BASEMENT FLOOR PLANPROJECT:ARCHITECT:DEVELOPER:LOCATION:ISSUED DATE:PLOT DATE:ENGINEER:DRAFTER:SHEET NAME:SHEET NUMBER:PROJECT NUMBER:DESCRIPTIONDATENO.REVISIONSTHESE DESIGNS, DRAWINGS, ANDSPECIFICATIONS ARE THE EXCLUSIVEPROPERTY OF GOUVIS ENGINEERINGCONSULTING GROUP, AND ALLINFORMATION SHOWN IS CONFIDENTIALTO ALL RECIPIENTS AND NO PART OF THESEDRAWINGS CAN BE COPIED, TRANSFERED,OR REPRODUCED, NOR CAN ANYSTRUCTURES BE BUILT FROM THEMWITHOUT WRITTEN CONSENT OF GOUVISENGINEERING CONSULTING GROUPCOPYRIGHT GOUVIS ENGINEERINGCONSULTING GROUP 2008 ALL RIGHTSRESERVEDRESTRICTIVE NOTICE64613Glidewell ResidenceGlidewell Design Build GroupGlidewell Design Build Group2300 Mesa DriveNewport Beach, CA01/02/201811/20/2018NOT FOR BID ORCONSTRUCTIONGENERAL NOTESSHEET NOTES1 DNDNDNDNUP1A3.13A4.2121114 SFSTAIR 01107640 SFKITCHEN10249 SFSTORAGE RM10880 SFSHOWER RM11080 SFSHOWER RM111105 SFLOGGIA10917'-9"A4.2131N.I.CA2.101A2.102A2.1113021 SFSOLARIUM10048 SFTRASH RM10317 SFMOP SINK RM10428 SFELEVATORLOBBY10631 SFELEVATOR105107 103(E)102B(E)102A102B104 106 108 111A 109 33'-11"11'-0"11'-0"100 0'-7 3/4"6'-2 1/4"8'-0"3'-6" 5'-2 1/2" 110A -0' - 0 1/8"100B102C102A1/8" / 1'-0" 1/4" / 1'-0"1/2" / 1'-0"-1' - 0"-0' - 10 7/8"-0' - 7 1/2"0' - 0"-0' - 9"10'-3 5/8"A6.032A6.0021/4" / 1'-0"1.2071.2041.2051.2031.2031.2181.2201.219POOL1A3.162A3.15A2.1123'-9 1/2"7'-1 7/8"1'-3 1/2"12'-0 1/8"12'-0 1/8"11'-1 7/8"12'-5 1/4" 1'-6 7/8"6'-5 7/8"10'-5 3/8"11'-11 3/8"12'-0 1/8"1.3101.311-0' - 4"1.2231.2231.2031.2031.2031.2031.204100P-0' - 2 1/4"3'-0"6'-2"18 SFELECTRICAL RM112GFCIGFCIGFCI GFCI GFCIGFCI GFCI GFCIGFCIGFCIGFCIGFCIGFCIGFCI GFCIGFCI GFCI J J J J GFCIGFCIGFCIGFCIGFCI+55" O.C.+55" O.C.+55" O.C.+55" O.C.+60" O.C.+60" O.C.+62" O.C.+62" O.C.+64" O.C.+64" O.C.+60" O.C.+60" O.C.+60" O.C.+60" O.C.+60" O.C.+60" O.C.REFREFFOR REF.2FOR REF.3FOR REF.1FOR WARMINGDRAWERSFOR REF.FOR ICE MAKER15152522242628272329252323252523575718181825164242424216421657422325FOR D.W&G.D 131,33FOR G.D 247aa52525252EWH1'B'-49'B'-49'B'-30,32,34(N)A6-7(N)B'B'-49KITCHEN-MAKE UP AIRFAN208V, 3ØFLA=6.1 AHP= 2 A161818161657571857574242421816WPWPWPWPWPWPWP-ERVE-3.1ELECTRICALPOWER PLAN FIRST FLOOR10 3/16" = 1'-0"2'4'8'16'1ST FLOOR PLANPROJECT:ARCHITECT:DEVELOPER:LOCATION:ISSUED DATE:PLOT DATE:ENGINEER:DRAFTER:SHEET NAME:SHEET NUMBER:PROJECT NUMBER:DESCRIPTIONDATENO.REVISIONSTHESE DESIGNS, DRAWINGS, ANDSPECIFICATIONS ARE THE EXCLUSIVEPROPERTY OF GOUVIS ENGINEERINGCONSULTING GROUP, AND ALLINFORMATION SHOWN IS CONFIDENTIALTO ALL RECIPIENTS AND NO PART OF THESEDRAWINGS CAN BE COPIED, TRANSFERED,OR REPRODUCED, NOR CAN ANYSTRUCTURES BE BUILT FROM THEMWITHOUT WRITTEN CONSENT OF GOUVISENGINEERING CONSULTING GROUPCOPYRIGHT GOUVIS ENGINEERINGCONSULTING GROUP 2008 ALL RIGHTSRESERVEDRESTRICTIVE NOTICE64613Glidewell ResidenceGlidewell Design Build GroupGlidewell Design Build Group2300 Mesa DriveNewport Beach, CA01/02/201811/20/2018NOT FOR BID ORCONSTRUCTIONGENERAL NOTESSHEET NOTES DNBEDROOMBEDROOMBEDROOMBEDROOMBEDROOMBEDROOMWASHERDRYERWASHERDRYERDNDNDNN.I.C201A849 SFOUTDOOR PATIO202201BA6.003OPEN TO BELOW1.2121.2141.2141.2171.2151.2141.2141.2111.2101.2101.2101.2101.2151.2161.221454 SFSOLARIUMBALCONY01990 SFPATIO0212020202020'B'-38,40HEAT PUMP-OUTDOOR208V, 1ØMCA=34.2 AFUSE SIZE= 50 AKEFKITCHEN-EXHAUST FAN208V, 3ØFLA=6.6 AHP= 1.5 A60CU60CUKSF'B'-63,65,67208V, 3ØFLA= 3.8 AHP= 1 AE-3.2ELECTRICALPOWER PLAN SECOND FLOOR10 3/16" = 1'-0"2'4'8'16'2ND FLOOR PLANPROJECT:ARCHITECT:DEVELOPER:LOCATION:ISSUED DATE:PLOT DATE:ENGINEER:DRAFTER:SHEET NAME:SHEET NUMBER:PROJECT NUMBER:DESCRIPTIONDATENO.REVISIONSTHESE DESIGNS, DRAWINGS, ANDSPECIFICATIONS ARE THE EXCLUSIVEPROPERTY OF GOUVIS ENGINEERINGCONSULTING GROUP, AND ALLINFORMATION SHOWN IS CONFIDENTIALTO ALL RECIPIENTS AND NO PART OF THESEDRAWINGS CAN BE COPIED, TRANSFERED,OR REPRODUCED, NOR CAN ANYSTRUCTURES BE BUILT FROM THEMWITHOUT WRITTEN CONSENT OF GOUVISENGINEERING CONSULTING GROUPCOPYRIGHT GOUVIS ENGINEERINGCONSULTING GROUP 2008 ALL RIGHTSRESERVEDRESTRICTIVE NOTICE64613Glidewell ResidenceGlidewell Design Build GroupGlidewell Design Build Group2300 Mesa DriveNewport Beach, CA01/02/201811/20/2018NOT FOR BID ORCONSTRUCTION UPDNDNW2W2L3L3L3L3L3L3L4(28)L5L6L10L4(4)L7(10)W3W3L11(4)L11(4)L11(4)L11(4)L11(4)L11(4)L7(10)Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1C3C3C3C3C3C3C3C3L3A(2)OSOSOSOSREFER TO1ST FLR.FOR CONT.xabaabcdef2x2x4a4a4a4a4a4a4a4a4a4a4a4a4a4a4b4b4b4b4b4b4b4b4b4b4b4b4b4b5a5a3b3b3b3a3a3b3b3b45a45a45a45a45a45a45a45b45b45b45b45e45d45c45c45c45c45f45f45f45f45f45f45f45c45c45c45c45c45c45c45c7a7a7a7a7b7b7b7bab45f45c45c45cab45cLIGHT TYPE*QUANTITYDESCRIPTIONMANUFACTURER &PRODUCT #LIGHT SOURCEPOWER SUPPLYSYSTEM WATTSVOLTAGEDIMMINGPROTOCOLA1F134.5" ROUND RECESSSEDLED ADJUSTABLEDOWNLIGHT WITHSOLITE LENS AND NEWCONSTRUCTION ICRATED T24 COMPLAINTHOUSINGUSAIFIXTURE:B4RAF-33C3-27KH-50-S-BL-BL-NCIC-UNV-D6E-[ACESSORIES]INTEGRAL LEDBEAM: 50°CCT: 2700°CRI: 90+DELIVERED LUMENS:1755INITIAL LUMENS: 3025INTEGRAL ELDOLED0-10V33120V0-10VA2F144" ROUND RECESSSEDLED ADJUSTABLEDOWNLIGHT WITH ICRATED T24 COMPLIANTHOUSINGJUNOHOUSING:IC4AL-10LM-27K-90CRI-FL-MVOLT-ZTTRIM: 42L BWH [BLACKTRIM RING IF POSSIBLE]INTEGRAL LEDBEAM: 40°CCT: 2700°CRI: 90+DELIVERED LUMENS: 930APX.INTEGRAL16.4120/277V0-10VA2S44" ROUND RECESSSEDLED ADJUSTABLEDOWNLIGHT WITH ICRATED T24 COMPLIANTHOUSINGJUNOHOUSING:IC4AL-10LM-27K-90CRI-SP-MVOLT-ZTTRIM: 42L BWH [BLACKTRIM RING IF POSSIBLE]INTEGRAL LEDBEAM: 18°CCT: 2700°CRI: 90+DELIVERED LUMENS: 930APX.INTEGRAL16.4120/277V0-10VA3N164.5" ROUND RECESSSEDLED ADJUSTABLEDOWNLIGHT WITHSOLITE LENS AND NEWCONSTRUCTION ICRATED T24 COMPLAINTHOUSINGUSAIFIXTURE:B4RAF-24C3-27KH-25-S-BL-BL-NCIC-UNV-D6E-[ACESSORIES]INTEGRAL LEDBEAM: 40°CCT: 2700°CRI: 90+DELIVERED LUMENS:1400INITIAL LUMENS: 2400INTEGRAL ELDOLED0-10V24120V0-10VC11CENTER PENDANTREFER TO ARCHITECTSFF&E SCHEDULE,LIGHTING LAMP DATAAND WATTAGE ONLYPROVIDED HERE FORELECTRICAL ANDPURCHASINGCOORDINATIONLED REPLACEMENT LAMPBEAM: °QTY:WATTS:BASE:SHAPE:CCT: 2700°CRI:LUMENS:TBD250120VTBDC22BOOTH PENDANTSREFER TO ARCHITECTSFF&E SCHEDULE,LIGHTING LAMP DATAAND WATTAGE ONLYPROVIDED HERE FORELECTRICAL ANDPURCHASINGCOORDINATIONLED REPLACEMENT LAMPBEAM: °QTY:WATTS:BASE:SHAPE:CCT: 2700°CRI:LUMENS:TBD250120VTBDC38RESTROOM SCONCESREFER TO ARCHITECTSFF&E SCHEDULE,LIGHTING LAMP DATAAND WATTAGE ONLYPROVIDED HERE FORELECTRICAL ANDPURCHASINGCOORDINATIONLED REPLACEMENT LAMPBEAM: °QTY:WATTS:BASE:SHAPE:CCT: 2700°CRI:LUMENS:TBD30120VTBDD1F314.5" ROUND RECESSSEDLED DOWNLIGHT WITHSOLITE LENS AND NEWCONSTRUCTION ICRATED T24 COMPLAINTHOUSINGUSAIFIXTURE:B4RDF-33C3-27KH-50-S-BL-BL-NCIC-UNV-D6E-[ACESSORIES]INTEGRAL LEDBEAM: 50°CCT: 2700°CRI: 90+DELIVERED LUMENS:1755INITIAL LUMENS: 3025INTEGRAL ELDOLED0-10V33120V0-10VK2 CONTROL STATIONSCONTROL SYSTEM WITHCONTROL STATIONS ANDINTEGRATION WITHSYSTEM IN MAIN PARTOF HOUSE ANDSOLARIUMACUITY FRESCO FCSARCHITECTURALCONTROLKEYPAD/GREETINGSCREENSFCS-7TSN-X-DBLN/AN/AN/AL11024 LINEAR FEETBAR BEAM UPLIGHT,LINEAR LED TAPE LIGHT,MOUNTED WITH CLIPSEVERY 12" O.C.CORE LIGHTINGFIXTURE:LSH-50N-27K-[LENGTH]-120-MOUNTING: CLIPS ORADHESIVEINTEGRAL LEDWATTS/FT: 4.4CCT: 2700°CRI: 90+LUMENS: 230/FT APX.INTEGRAL4.4120VELV/ REVERSE PHASEL218(4' FIXTURES)BASEMENT CENTERROOM HIGH POWERCOVE UPLIGHT, LINEARLED COVE WITH QUICKCONNECTIONS BETWEENFIXTURESAXISCOVE PERFEKT CEILINGHI-OUTPUT4' LENGTH:CCH-SL-1100-90-27-CP-W-120-DP-1INTEGRAL LEDWATTS/FT: 13.5CCT: 2700°CRI: 90+INITIAL LUMENS: 1100/FTINTEGRAL54120V0-10VL36BACK BAR UPLIGHT, 4'LONG LINEAR LED WITHQUICK CONNECTIONSBETWEEN FIXTURESPHILIPS VAYA4' FIXTURE: 350-000011-30ALL NECESSARY WIRES,CONNECTIONS ANDMOUNTING PIECES.INTEGRAL LEDWATTS/FT: 18BEAM: 50°CCT: 2700°CRI: 90+LUMENS: 792/FT APX.INTEGRAL72120V0-10VL3A2BACK BAR UPLIGHT, 1'LONG LINEAR LED WITHQUICK CONNECTIONSBETWEEN FIXTURESPHILIPS VAYA1' FIXTURE: 350-000011-28ALL NECESSARY WIRES,CONNECTIONS ANDMOUNTING PIECES.INTEGRAL LEDWATTS/FT: 18BEAM: 50°CCT: 2700°CRI: 90+LUMENS: 792/FT APX.INTEGRAL18120V0-10VL4355'(12) POWER SUPPLIESBAR & BOTTLE DISPLAYBACKLIGHT, WETLOCATION LINEAR LEDTAPE LIGHT, MOUNTEDWITH CLIPS EVERY 12"O.C.CORE LIGHTINGFIXTURE: LSMW-30-27K-[LENGTH]-24MOUNTING: CLIPS ORADHESIVEPOWER SUPPLY:PSDE-100W-24V-010-JBINTEGRAL LEDWATTS/FT: 3CCT: 2700°CRI: 90+LUMENS: 232/FTREMOTEPSDE SERIES100120V/24V0-10VL530'(1) POWER SUPPLYBAR WORK LIGHT, WETLOCATION LINEAR LED INFROSTED LENSEDEXTRUSION, MOUNTEDWITH CLIPS EVERY 12"O.C.CORE LIGHTINGFIXTURE: LSMW-30-27K-[LENGTH]-24EXTRUSION: ALP-50CPOWER SUPPLY:PSDE-100W-24V-010-JBINTEGRAL LEDWATTS/FT: 3CCT: 2700°CRI: 90+LUMENS: 232/FTREMOTEPSDE SERIES100120V/24V0-10VL636'(2) POWER SUPPLYBAR KICK STAND LIGHT,WET LOCATION LINEARLED IN LENSEDEXTRUSION, MOUNTINGPENDING COORDINATIONCORE LIGHTINGFIXTURE: LSMW-30-27K-[LENGTH]-24EXTRUSION: ALP-SDPOWER SUPPLY:PSDE-100W-24V-010-JBINTEGRAL LEDWATTS/FT: 3CCT: 2700°CRI: 90+LUMENS: 232/FTREMOTEPSDE SERIES100120V/24V0-10VL7194'(6) POWER SUPPLYWINE RACK LIGHT,LINEAR LED IN LENSEDEXTRUSION, MOUNTEDWITH CLIPS EVERY 12"O.C., MOUNTINGPENDING COORDINATIONCORE LIGHTINGFIXTURE: LSM-30-27K-[LENGTH]-24EXTRUSION: ALP-50CPOWER SUPPLY:PSDE-100W-24V-010-JBINTEGRAL LEDWATTS/FT: 3CCT: 2700°CRI: 90+LUMENS: 232/FTREMOTEPSDE SERIES100120V/24V0-10VL80WINE ROOM 4' LINEARLED DOWNLIGHT, HIDDENBY MILLWORK, WITHQUICK CONNECTIONSPHILIPS COLOR KINETICS4' FIXTURE: 523-000050-50ALL NECESSARY WIRES,CONNECTIONS ANDMOUNTING PIECES.INTEGRAL LEDWATTS/FT: 8BEAM: 50°X 70°CCT: 2700°CRI: 90+LUMENS: 1,260INTEGRAL32120VELV/ REVERSE PHASEL96BOH SPACES LINEARLENSED LEDDOWNLIGHT, SURFACEOR CHAIN MOUNTEDCOORDINATED BYCONTRACTORLITHONIAZL1N-L48-SMR-3000-FST-MVOLT-30K-80CRI-[OPTIONS]-WH-[ACCESSORIES]INTEGRAL LEDWATTS/FT: 6CCT: 3000°CRI: 80DELIVERED LUMENS:3172REMOTE25120V/24V0-10VL1035'(2) POWER SUPPLYBAR DIE LIGHT, WETLOCATION LINEAR LED INLENSED EXTRUSION,MOUNTED WITH CLIPSEVERY 12" O.C.CORE LIGHTINGFIXTURE: LSMW-30-27K-[LENGTH]-24EXTRUSION: ALP-SDPOWER SUPPLY:PSDE-100W-24V-010-JBINTEGRAL LEDWATTS/FT: 3CCT: 2700°CRI: 90+LUMENS: 232/FTREMOTEPSDE SERIES100120V/24V0-10VL1181'(4) POWER SUPPLYWALL HALO LIGHT,LINEAR LED IN LENSEDEXTRUSION, MOUNTEDWITH CLIPS EVERY 12"O.C.CORE LIGHTINGFIXTURE: LSM-30-27K-[LENGTH]-24EXTRUSION: ALU-SFPOWER SUPPLY:PSDE-100W-24V-010-JBINTEGRAL LEDWATTS/FT: 3CCT: 2700°CRI: 90+LUMENS: 232/FTREMOTEPSDE SERIES100120V/24V0-10VT175'LINEAR THEATRICALSURFACE MOUNTED 2CIRCUIT TRACKALTMANTRACK:ASL-233-[LENGTH]ALL NECESSARYACCESSORIES, MOUNTS,AND CONNECTIONSN/AN/A120VDMXT1 ALT75'VE LINEAR THEATRICALSURFACE MOUNTED 2CIRCUIT TRACKJUNOHD COMMERCIAL TRACK2 CIRCUITTEK SERIESTRACK: TEK-[LENGTH]-FTBLALL NECESSARYACCESSORIES, MOUNTS,AND CONNECTIONSINTEGRAL LEDCCT: 2700°CRI: 90+LUMENS:N/A120VTBDT2N18THEATRICAL TRACKHEAD WITH ALTMANTRACK ADAPTER ANDACCESSORY HOLDERAND MINI SAFETY CABLEALTMANTRACK HEAD:SSIQ38Y-SMART TRACKMODELADDITIONALACCESSORIESAVAILABLEINTEGRAL LEDCCT: 3000°CRI: TBDLUMENS: TBDINTEGRAL50120VDMXT2NALT18VE THEATRICAL TRACKHEAD WITH 2 CIRCUITADAPTER, PAR 38 LEDLAMP AND SNAP LENSACCESSORIESJUNOTRAC-MASTERTRACK HEAD: T690 TEKBL-MAX WATTAGE LABELOF 40 WATTSPAR38:SP38-18-09D-930-0336° SNAP BEAM:AC-E-GC-3636-001/4 CCT BEAM:AC-E-CC-0001-00SORAA LED PAR38 WITHSNAP SYSTEMBEAM: 9° W/OUT LENSQTY: 1WATTS: 18.5BASE: MEDSHAPE: PAR38CCT: 3000° W/OUT LENSCRI: 90+LUMENS: 1000 APX.INTEGRAL TO LAMP40120VTBDW1F10BAR CEILING BEAMSURFACE MOUNTEDADJUSTABLE LEDADJUSTABLEDOWNLIGHT HEAD WITHCANOPY BASE, TAPEREDSNOOT, AND SOLITESPREADSOLAISXD24-25C-27K-BK-CM-TS-SSINTEGRAL LEDBEAM: 25°CCT: 2700°CRI: 90+LUMENS: 1600INTEGRAL20120VTBDW22BOH STAIRS WITH GUESTVISBILITY FROM MAINSPACES, 8' LONG LINEARLED WALL MOUNTEDUPLIGHTAXISSLIM SURROUND LITESLWLED-SL100/0-1000-80-30-NO-8-W-120-D-1-[BATTERY]-F-[CONTROLS]INTEGRAL LEDCCT: 3000°CRI: 80LUMENS: 1000/FTINTEGRAL51120V0-10VW32STAGE STAIRS, SMALLLED STEP LIGHT WITHEASY FIT INTOSTANDARD J-BOXWAC LIGHTINGWL-LED-100-C-[STANDARD FINISH]INTEGRAL LEDCCT: 2700°CRI: 90+LUMENS: 32INTEGRAL IN J-BOX4120V/24VELV/ REVERSE PHASEZ128(2) POWER SUPPLIESSTAIR POST RAILINGMOUNTED LED STEPLIGHT WITH LOW GLARECOLE LIGHTING WITHINTEGRATION OFLUCIFER FIXTURE:LUCIFER LIGHTINGFIXTURE:ISL1-1-[NATURALFINISH]-80L-02B-1-SSL-RM[VERIFY MOUNTING]POWER SUPPLY:PSA-24V-66-U-EX2INTEGRAL LEDWATTS: 4CCT: 2700°CRI: 80LUMENS: 32REMOTE66120/277VDMXZ20REMOVABLE DISCO BALLWITH LASER, SPINNINGMOTER, AND CONTROLS,ALL JACKS ANDCONNECTIONS TO BEHIDDEN WHEN NOT INUSE, COORDINATED BYCONTRACTORTBD PENDINGCOORDINATIONTBDTBD100120VDMX BUILDING LIGHTING FIXTURE SCHEDULEE-4.0WALL LIGHTING PLAN BASEMENT10 3/16" = 1'-0"2'4'8'16'WALL LIGHTING PLAN-BASEMENT FLOOR PLANPROJECT:ARCHITECT:DEVELOPER:LOCATION:ISSUED DATE:PLOT DATE:ENGINEER:DRAFTER:SHEET NAME:SHEET NUMBER:PROJECT NUMBER:DESCRIPTIONDATENO.REVISIONSTHESE DESIGNS, DRAWINGS, ANDSPECIFICATIONS ARE THE EXCLUSIVEPROPERTY OF GOUVIS ENGINEERINGCONSULTING GROUP, AND ALLINFORMATION SHOWN IS CONFIDENTIALTO ALL RECIPIENTS AND NO PART OF THESEDRAWINGS CAN BE COPIED, TRANSFERED,OR REPRODUCED, NOR CAN ANYSTRUCTURES BE BUILT FROM THEMWITHOUT WRITTEN CONSENT OF GOUVISENGINEERING CONSULTING GROUPCOPYRIGHT GOUVIS ENGINEERINGCONSULTING GROUP 2008 ALL RIGHTSRESERVEDRESTRICTIVE NOTICE64613Glidewell ResidenceGlidewell Design Build GroupGlidewell Design Build Group2300 Mesa DriveNewport Beach, CA01/02/201811/20/2018NOT FOR BID ORCONSTRUCTION 31 SFAV STORAGE011189 SFSTAIR C01223 SFELEVATOREQUIPMENT RM00931 SFELEVATOR00892 SFEQUIP RM007117 SFMEN'S RR003135 SFWOMEN'S RR005396 SFTHEATER010126 SFHALLWAY00619 SFSUMP PUMP RM00417 SFSUM PUMP RM013L1(64)T2NT2NT2NT2NT2NT2NT2NT2NT2NT2NT2NT2NT2NW1FW1FW1FC1A1FD1FD1FD1FD1FD1FA1FA1FA1FD1FD1FD1FD1FD1FD1FD1FA1FD1FD1FD1FD1FA1FA1FD1FD1FD1FD1FA1FA1FA1FD1FD1FA1FA1FD1FD1FW1FW1FW1FA2FA2FA2FA2FA2FA2SA2SA2SA2SA2FA2FA2FA2FA2FA2FL9L9L9L9W1FW1FW1FW1FL9A2FA2FA2FL9A1FD1FD1FD1FD1FD1FD1FD1FREFREFdeOSOS3gikkd3cOSOSfhdc3gbcigf3cDie5d5d5c5c5b5b5b5b5b5b5b5b5b5b5b5b5b3e3e3e3e3e3e3d3d3d3d3d3d3d3d3d3d3d3d3c3c3c3c3c3c3c3c3c3c3c3c3c3g3g3g3g3g3g3g3g3g3g3g3g3g3g3g3g3g3g3g3g3g3g3g3g3g3g3g3g3g3g3g3i45i2x45i45i45i45i45k45k45k45k45k45k45k45k45k45k7c7c7d7d7d7d7e7h7h7h7h7f7f7g7g7g7g7g7k7i7i3fg49gk49k45i45i45i45i45i45i45iLIGHT TYPE*QUANTITYDESCRIPTIONMANUFACTURER &PRODUCT #LIGHT SOURCEPOWER SUPPLYSYSTEM WATTSVOLTAGEDIMMINGPROTOCOLA1F134.5" ROUND RECESSSEDLED ADJUSTABLEDOWNLIGHT WITHSOLITE LENS AND NEWCONSTRUCTION ICRATED T24 COMPLAINTHOUSINGUSAIFIXTURE:B4RAF-33C3-27KH-50-S-BL-BL-NCIC-UNV-D6E-[ACESSORIES]INTEGRAL LEDBEAM: 50°CCT: 2700°CRI: 90+DELIVERED LUMENS:1755INITIAL LUMENS: 3025INTEGRAL ELDOLED0-10V33120V0-10VA2F144" ROUND RECESSSEDLED ADJUSTABLEDOWNLIGHT WITH ICRATED T24 COMPLIANTHOUSINGJUNOHOUSING:IC4AL-10LM-27K-90CRI-FL-MVOLT-ZTTRIM: 42L BWH [BLACKTRIM RING IF POSSIBLE]INTEGRAL LEDBEAM: 40°CCT: 2700°CRI: 90+DELIVERED LUMENS: 930APX.INTEGRAL16.4120/277V0-10VA2S44" ROUND RECESSSEDLED ADJUSTABLEDOWNLIGHT WITH ICRATED T24 COMPLIANTHOUSINGJUNOHOUSING:IC4AL-10LM-27K-90CRI-SP-MVOLT-ZTTRIM: 42L BWH [BLACKTRIM RING IF POSSIBLE]INTEGRAL LEDBEAM: 18°CCT: 2700°CRI: 90+DELIVERED LUMENS: 930APX.INTEGRAL16.4120/277V0-10VA3N164.5" ROUND RECESSSEDLED ADJUSTABLEDOWNLIGHT WITHSOLITE LENS AND NEWCONSTRUCTION ICRATED T24 COMPLAINTHOUSINGUSAIFIXTURE:B4RAF-24C3-27KH-25-S-BL-BL-NCIC-UNV-D6E-[ACESSORIES]INTEGRAL LEDBEAM: 40°CCT: 2700°CRI: 90+DELIVERED LUMENS:1400INITIAL LUMENS: 2400INTEGRAL ELDOLED0-10V24120V0-10VC11CENTER PENDANTREFER TO ARCHITECTSFF&E SCHEDULE,LIGHTING LAMP DATAAND WATTAGE ONLYPROVIDED HERE FORELECTRICAL ANDPURCHASINGCOORDINATIONLED REPLACEMENT LAMPBEAM: °QTY:WATTS:BASE:SHAPE:CCT: 2700°CRI:LUMENS:TBD250120VTBDC22BOOTH PENDANTSREFER TO ARCHITECTSFF&E SCHEDULE,LIGHTING LAMP DATAAND WATTAGE ONLYPROVIDED HERE FORELECTRICAL ANDPURCHASINGCOORDINATIONLED REPLACEMENT LAMPBEAM: °QTY:WATTS:BASE:SHAPE:CCT: 2700°CRI:LUMENS:TBD250120VTBDC38RESTROOM SCONCESREFER TO ARCHITECTSFF&E SCHEDULE,LIGHTING LAMP DATAAND WATTAGE ONLYPROVIDED HERE FORELECTRICAL ANDPURCHASINGCOORDINATIONLED REPLACEMENT LAMPBEAM: °QTY:WATTS:BASE:SHAPE:CCT: 2700°CRI:LUMENS:TBD30120VTBDD1F314.5" ROUND RECESSSEDLED DOWNLIGHT WITHSOLITE LENS AND NEWCONSTRUCTION ICRATED T24 COMPLAINTHOUSINGUSAIFIXTURE:B4RDF-33C3-27KH-50-S-BL-BL-NCIC-UNV-D6E-[ACESSORIES]INTEGRAL LEDBEAM: 50°CCT: 2700°CRI: 90+DELIVERED LUMENS:1755INITIAL LUMENS: 3025INTEGRAL ELDOLED0-10V33120V0-10VK2 CONTROL STATIONSCONTROL SYSTEM WITHCONTROL STATIONS ANDINTEGRATION WITHSYSTEM IN MAIN PARTOF HOUSE ANDSOLARIUMACUITY FRESCO FCSARCHITECTURALCONTROLKEYPAD/GREETINGSCREENSFCS-7TSN-X-DBLN/AN/AN/AL11024 LINEAR FEETBAR BEAM UPLIGHT,LINEAR LED TAPE LIGHT,MOUNTED WITH CLIPSEVERY 12" O.C.CORE LIGHTINGFIXTURE:LSH-50N-27K-[LENGTH]-120-MOUNTING: CLIPS ORADHESIVEINTEGRAL LEDWATTS/FT: 4.4CCT: 2700°CRI: 90+LUMENS: 230/FT APX.INTEGRAL4.4120VELV/ REVERSE PHASEL218(4' FIXTURES)BASEMENT CENTERROOM HIGH POWERCOVE UPLIGHT, LINEARLED COVE WITH QUICKCONNECTIONS BETWEENFIXTURESAXISCOVE PERFEKT CEILINGHI-OUTPUT4' LENGTH:CCH-SL-1100-90-27-CP-W-120-DP-1INTEGRAL LEDWATTS/FT: 13.5CCT: 2700°CRI: 90+INITIAL LUMENS: 1100/FTINTEGRAL54120V0-10VL36BACK BAR UPLIGHT, 4'LONG LINEAR LED WITHQUICK CONNECTIONSBETWEEN FIXTURESPHILIPS VAYA4' FIXTURE: 350-000011-30ALL NECESSARY WIRES,CONNECTIONS ANDMOUNTING PIECES.INTEGRAL LEDWATTS/FT: 18BEAM: 50°CCT: 2700°CRI: 90+LUMENS: 792/FT APX.INTEGRAL72120V0-10VL3A2BACK BAR UPLIGHT, 1'LONG LINEAR LED WITHQUICK CONNECTIONSBETWEEN FIXTURESPHILIPS VAYA1' FIXTURE: 350-000011-28ALL NECESSARY WIRES,CONNECTIONS ANDMOUNTING PIECES.INTEGRAL LEDWATTS/FT: 18BEAM: 50°CCT: 2700°CRI: 90+LUMENS: 792/FT APX.INTEGRAL18120V0-10VL4355'(12) POWER SUPPLIESBAR & BOTTLE DISPLAYBACKLIGHT, WETLOCATION LINEAR LEDTAPE LIGHT, MOUNTEDWITH CLIPS EVERY 12"O.C.CORE LIGHTINGFIXTURE: LSMW-30-27K-[LENGTH]-24MOUNTING: CLIPS ORADHESIVEPOWER SUPPLY:PSDE-100W-24V-010-JBINTEGRAL LEDWATTS/FT: 3CCT: 2700°CRI: 90+LUMENS: 232/FTREMOTEPSDE SERIES100120V/24V0-10VL530'(1) POWER SUPPLYBAR WORK LIGHT, WETLOCATION LINEAR LED INFROSTED LENSEDEXTRUSION, MOUNTEDWITH CLIPS EVERY 12"O.C.CORE LIGHTINGFIXTURE: LSMW-30-27K-[LENGTH]-24EXTRUSION: ALP-50CPOWER SUPPLY:PSDE-100W-24V-010-JBINTEGRAL LEDWATTS/FT: 3CCT: 2700°CRI: 90+LUMENS: 232/FTREMOTEPSDE SERIES100120V/24V0-10VL636'(2) POWER SUPPLYBAR KICK STAND LIGHT,WET LOCATION LINEARLED IN LENSEDEXTRUSION, MOUNTINGPENDING COORDINATIONCORE LIGHTINGFIXTURE: LSMW-30-27K-[LENGTH]-24EXTRUSION: ALP-SDPOWER SUPPLY:PSDE-100W-24V-010-JBINTEGRAL LEDWATTS/FT: 3CCT: 2700°CRI: 90+LUMENS: 232/FTREMOTEPSDE SERIES100120V/24V0-10VL7194'(6) POWER SUPPLYWINE RACK LIGHT,LINEAR LED IN LENSEDEXTRUSION, MOUNTEDWITH CLIPS EVERY 12"O.C., MOUNTINGPENDING COORDINATIONCORE LIGHTINGFIXTURE: LSM-30-27K-[LENGTH]-24EXTRUSION: ALP-50CPOWER SUPPLY:PSDE-100W-24V-010-JBINTEGRAL LEDWATTS/FT: 3CCT: 2700°CRI: 90+LUMENS: 232/FTREMOTEPSDE SERIES100120V/24V0-10VL80WINE ROOM 4' LINEARLED DOWNLIGHT, HIDDENBY MILLWORK, WITHQUICK CONNECTIONSPHILIPS COLOR KINETICS4' FIXTURE: 523-000050-50ALL NECESSARY WIRES,CONNECTIONS ANDMOUNTING PIECES.INTEGRAL LEDWATTS/FT: 8BEAM: 50°X 70°CCT: 2700°CRI: 90+LUMENS: 1,260INTEGRAL32120VELV/ REVERSE PHASEL96BOH SPACES LINEARLENSED LEDDOWNLIGHT, SURFACEOR CHAIN MOUNTEDCOORDINATED BYCONTRACTORLITHONIAZL1N-L48-SMR-3000-FST-MVOLT-30K-80CRI-[OPTIONS]-WH-[ACCESSORIES]INTEGRAL LEDWATTS/FT: 6CCT: 3000°CRI: 80DELIVERED LUMENS:3172REMOTE25120V/24V0-10VL1035'(2) POWER SUPPLYBAR DIE LIGHT, WETLOCATION LINEAR LED INLENSED EXTRUSION,MOUNTED WITH CLIPSEVERY 12" O.C.CORE LIGHTINGFIXTURE: LSMW-30-27K-[LENGTH]-24EXTRUSION: ALP-SDPOWER SUPPLY:PSDE-100W-24V-010-JBINTEGRAL LEDWATTS/FT: 3CCT: 2700°CRI: 90+LUMENS: 232/FTREMOTEPSDE SERIES100120V/24V0-10VL1181'(4) POWER SUPPLYWALL HALO LIGHT,LINEAR LED IN LENSEDEXTRUSION, MOUNTEDWITH CLIPS EVERY 12"O.C.CORE LIGHTINGFIXTURE: LSM-30-27K-[LENGTH]-24EXTRUSION: ALU-SFPOWER SUPPLY:PSDE-100W-24V-010-JBINTEGRAL LEDWATTS/FT: 3CCT: 2700°CRI: 90+LUMENS: 232/FTREMOTEPSDE SERIES100120V/24V0-10VT175'LINEAR THEATRICALSURFACE MOUNTED 2CIRCUIT TRACKALTMANTRACK:ASL-233-[LENGTH]ALL NECESSARYACCESSORIES, MOUNTS,AND CONNECTIONSN/AN/A120VDMXT1 ALT75'VE LINEAR THEATRICALSURFACE MOUNTED 2CIRCUIT TRACKJUNOHD COMMERCIAL TRACK2 CIRCUITTEK SERIESTRACK: TEK-[LENGTH]-FTBLALL NECESSARYACCESSORIES, MOUNTS,AND CONNECTIONSINTEGRAL LEDCCT: 2700°CRI: 90+LUMENS:N/A120VTBDT2N18THEATRICAL TRACKHEAD WITH ALTMANTRACK ADAPTER ANDACCESSORY HOLDERAND MINI SAFETY CABLEALTMANTRACK HEAD:SSIQ38Y-SMART TRACKMODELADDITIONALACCESSORIESAVAILABLEINTEGRAL LEDCCT: 3000°CRI: TBDLUMENS: TBDINTEGRAL50120VDMXT2NALT18VE THEATRICAL TRACKHEAD WITH 2 CIRCUITADAPTER, PAR 38 LEDLAMP AND SNAP LENSACCESSORIESJUNOTRAC-MASTERTRACK HEAD: T690 TEKBL-MAX WATTAGE LABELOF 40 WATTSPAR38:SP38-18-09D-930-0336° SNAP BEAM:AC-E-GC-3636-001/4 CCT BEAM:AC-E-CC-0001-00SORAA LED PAR38 WITHSNAP SYSTEMBEAM: 9° W/OUT LENSQTY: 1WATTS: 18.5BASE: MEDSHAPE: PAR38CCT: 3000° W/OUT LENSCRI: 90+LUMENS: 1000 APX.INTEGRAL TO LAMP40120VTBDW1F10BAR CEILING BEAMSURFACE MOUNTEDADJUSTABLE LEDADJUSTABLEDOWNLIGHT HEAD WITHCANOPY BASE, TAPEREDSNOOT, AND SOLITESPREADSOLAISXD24-25C-27K-BK-CM-TS-SSINTEGRAL LEDBEAM: 25°CCT: 2700°CRI: 90+LUMENS: 1600INTEGRAL20120VTBDW22BOH STAIRS WITH GUESTVISBILITY FROM MAINSPACES, 8' LONG LINEARLED WALL MOUNTEDUPLIGHTAXISSLIM SURROUND LITESLWLED-SL100/0-1000-80-30-NO-8-W-120-D-1-[BATTERY]-F-[CONTROLS]INTEGRAL LEDCCT: 3000°CRI: 80LUMENS: 1000/FTINTEGRAL51120V0-10VW32STAGE STAIRS, SMALLLED STEP LIGHT WITHEASY FIT INTOSTANDARD J-BOXWAC LIGHTINGWL-LED-100-C-[STANDARD FINISH]INTEGRAL LEDCCT: 2700°CRI: 90+LUMENS: 32INTEGRAL IN J-BOX4120V/24VELV/ REVERSE PHASEZ128(2) POWER SUPPLIESSTAIR POST RAILINGMOUNTED LED STEPLIGHT WITH LOW GLARECOLE LIGHTING WITHINTEGRATION OFLUCIFER FIXTURE:LUCIFER LIGHTINGFIXTURE:ISL1-1-[NATURALFINISH]-80L-02B-1-SSL-RM[VERIFY MOUNTING]POWER SUPPLY:PSA-24V-66-U-EX2INTEGRAL LEDWATTS: 4CCT: 2700°CRI: 80LUMENS: 32REMOTE66120/277VDMXZ20REMOVABLE DISCO BALLWITH LASER, SPINNINGMOTER, AND CONTROLS,ALL JACKS ANDCONNECTIONS TO BEHIDDEN WHEN NOT INUSE, COORDINATED BYCONTRACTORTBD PENDINGCOORDINATIONTBDTBD100120VDMX BUILDING LIGHTING FIXTURE SCHEDULEE-4.1CIELING LIGHTING PLAN BASEMENT10 3/16" = 1'-0"2'4'8'16'BASEMENT FLOOR PLANPROJECT:ARCHITECT:DEVELOPER:LOCATION:ISSUED DATE:PLOT DATE:ENGINEER:DRAFTER:SHEET NAME:SHEET NUMBER:PROJECT NUMBER:DESCRIPTIONDATENO.REVISIONSTHESE DESIGNS, DRAWINGS, ANDSPECIFICATIONS ARE THE EXCLUSIVEPROPERTY OF GOUVIS ENGINEERINGCONSULTING GROUP, AND ALLINFORMATION SHOWN IS CONFIDENTIALTO ALL RECIPIENTS AND NO PART OF THESEDRAWINGS CAN BE COPIED, TRANSFERED,OR REPRODUCED, NOR CAN ANYSTRUCTURES BE BUILT FROM THEMWITHOUT WRITTEN CONSENT OF GOUVISENGINEERING CONSULTING GROUPCOPYRIGHT GOUVIS ENGINEERINGCONSULTING GROUP 2008 ALL RIGHTSRESERVEDRESTRICTIVE NOTICE64613Glidewell ResidenceGlidewell Design Build GroupGlidewell Design Build Group2300 Mesa DriveNewport Beach, CA01/02/201811/20/2018NOT FOR BID ORCONSTRUCTION DNDNDNDNUP2A3.11E83GBC5D41A3.137A4.212110A62114 SFSTAIR 01107640 SFKITCHEN1029F149 SFSTORAGE RM10880 SFSHOWER RM11080 SFSHOWER RM111105 SFLOGGIA10917'-9"A4.2131N.I.CA2.101A2.102A2.1113021 SFSOLARIUM10048 SFTRASH RM10317 SFMOP SINK RM10428 SFELEVATORLOBBY106T1T2T3T4T5TATB31 SFELEVATOR105107 103(E)102B(E)102A102B104 106 108 111A 109 33'-11"11'-0"11'-0"100 0'-7 3/4"6'-2 1/4"8'-0"3'-6" 5'-2 1/2" 110A -0' - 0 1/8"100B102C102A1A3.151/8" / 1'-0" 1/4" / 1'-0"1/2" / 1'-0"-1' - 0"-0' - 10 7/8"-0' - 7 1/2"0' - 0"-0' - 9"10'-3 5/8"T0.9T0.7TA.13TA.24TA.15TA.25TA.31TA.7TA-5TA-1T4.8T5.4T5.5T6A6.032A6.0021/4" / 1'-0"TB-1TB-2TB-3T1.2T1.6T2.9T4.11A3.141.2071.2041.2051.2031.2031.2181.2201.219POOL1A3.162A3.15A2.1123'-9 1/2"7'-1 7/8"1'-3 1/2"12'-0 1/8"12'-0 1/8"11'-1 7/8"12'-5 1/4" 1'-6 7/8"6'-5 7/8"10'-5 3/8"11'-11 3/8"12'-0 1/8"1.3101.311-0' - 4"1.2231.2231.2031.2031.2031.2031.204100P-0' - 2 1/4"3'-0"6'-2"18 SFELECTRICAL RM112REFREFOSOS3b3g3adcDbDaREFER TO2ND FLR.FOR LIGHTINGREFER TO2ND FLR.FOR LIGHTINGREFER TO2ND FLR.FOR J-BOXREFER TO2ND FLR.FOR J-BOXPHOTOCELLPHOTOCELLfcghdeb3ab3c3c3bkd111111111111111111111111111111111111111111111111111111111111111111b11b11b11b9b9b9b9b9b9b9b9c9c9c9c9c9c9c9d9k6b6b6a6a6a6a6c6c6c6c49d6e6f6f6f6f49g6h3g6g6g6g6g3p3p6p6p6p6p6p6ps6s6s6s6aE-4.2ELECTRICALLIGHTING PLAN FIRST FLOOR10 3/16" = 1'-0"2'4'8'16'1ST FLOOR PLANPROJECT:ARCHITECT:DEVELOPER:LOCATION:ISSUED DATE:PLOT DATE:ENGINEER:DRAFTER:SHEET NAME:SHEET NUMBER:PROJECT NUMBER:DESCRIPTIONDATENO.REVISIONSTHESE DESIGNS, DRAWINGS, ANDSPECIFICATIONS ARE THE EXCLUSIVEPROPERTY OF GOUVIS ENGINEERINGCONSULTING GROUP, AND ALLINFORMATION SHOWN IS CONFIDENTIALTO ALL RECIPIENTS AND NO PART OF THESEDRAWINGS CAN BE COPIED, TRANSFERED,OR REPRODUCED, NOR CAN ANYSTRUCTURES BE BUILT FROM THEMWITHOUT WRITTEN CONSENT OF GOUVISENGINEERING CONSULTING GROUPCOPYRIGHT GOUVIS ENGINEERINGCONSULTING GROUP 2008 ALL RIGHTSRESERVEDRESTRICTIVE NOTICE64613Glidewell ResidenceGlidewell Design Build GroupGlidewell Design Build Group2300 Mesa DriveNewport Beach, CA01/02/201811/20/2018NOT FOR BID ORCONSTRUCTION DNBEDROOMBEDROOMBEDROOMBEDROOMBEDROOMBEDROOMWASHERDRYERWASHERDRYERDNDNDNN.I.C201A849 SFOUTDOOR PATIO202201BA6.003OPEN TO BELOW1.2121.2141.2141.2171.2151.2141.2141.2111.2101.2101.2101.2101.2151.2161.221454 SFSOLARIUMBALCONY01990 SFPATIO021REFER TO1ST FLR.FOR DIMMERREFER TO1ST FLR.FOR DIMMERREFER TO1ST FLR.FOR SWITCHREFER TO1ST FLR.FOR SWITCHOS8b8a8b8c8c8c8c8c8c8d8d8d8d8d8d8d8d8d8d8d8d8d8d8d8d8d8d8d8d8d8de11e11e11e11e11e11e11e11eg11f11f11f11f11f11f11f11g11g11g11g11g11g11g11gk11k11kfE-4.3ELECTRICALLIGHTING PLAN SECOND FLOOR10 3/16" = 1'-0"2'4'8'16'2ND FLOOR PLANPROJECT:ARCHITECT:DEVELOPER:LOCATION:ISSUED DATE:PLOT DATE:ENGINEER:DRAFTER:SHEET NAME:SHEET NUMBER:PROJECT NUMBER:DESCRIPTIONDATENO.REVISIONSTHESE DESIGNS, DRAWINGS, ANDSPECIFICATIONS ARE THE EXCLUSIVEPROPERTY OF GOUVIS ENGINEERINGCONSULTING GROUP, AND ALLINFORMATION SHOWN IS CONFIDENTIALTO ALL RECIPIENTS AND NO PART OF THESEDRAWINGS CAN BE COPIED, TRANSFERED,OR REPRODUCED, NOR CAN ANYSTRUCTURES BE BUILT FROM THEMWITHOUT WRITTEN CONSENT OF GOUVISENGINEERING CONSULTING GROUPCOPYRIGHT GOUVIS ENGINEERINGCONSULTING GROUP 2008 ALL RIGHTSRESERVEDRESTRICTIVE NOTICE64613Glidewell ResidenceGlidewell Design Build GroupGlidewell Design Build Group2300 Mesa DriveNewport Beach, CA01/02/201811/20/2018NOT FOR BID ORCONSTRUCTION T24-MMPROJECT:ARCHITECT:DEVELOPER:LOCATION:ISSUED DATE:PLOT DATE:ENGINEER:DRAFTER:SHEET NAME:SHEET NUMBER:PROJECT NUMBER:DESCRIPTIONDATENO.REVISIONSTHESE DESIGNS, DRAWINGS, ANDSPECIFICATIONS ARE THE EXCLUSIVEPROPERTY OF GOUVIS ENGINEERINGCONSULTING GROUP, AND ALLINFORMATION SHOWN IS CONFIDENTIALTO ALL RECIPIENTS AND NO PART OF THESEDRAWINGS CAN BE COPIED, TRANSFERED,OR REPRODUCED, NOR CAN ANYSTRUCTURES BE BUILT FROM THEMWITHOUT WRITTEN CONSENT OF GOUVISENGINEERING CONSULTING GROUPCOPYRIGHT GOUVIS ENGINEERINGCONSULTING GROUP 2008 ALL RIGHTSRESERVEDRESTRICTIVE NOTICE64613Glidewell ResidenceGlidewell Design Build GroupGlidewell Design Build Group2300 Mesa DriveNewport Beach, CA01/02/201811/20/2018NOT FOR BID ORCONSTRUCTION T24-1PROJECT:ARCHITECT:DEVELOPER:LOCATION:ISSUED DATE:PLOT DATE:ENGINEER:DRAFTER:SHEET NAME:SHEET NUMBER:PROJECT NUMBER:DESCRIPTIONDATENO.REVISIONSTHESE DESIGNS, DRAWINGS, ANDSPECIFICATIONS ARE THE EXCLUSIVEPROPERTY OF GOUVIS ENGINEERINGCONSULTING GROUP, AND ALLINFORMATION SHOWN IS CONFIDENTIALTO ALL RECIPIENTS AND NO PART OF THESEDRAWINGS CAN BE COPIED, TRANSFERED,OR REPRODUCED, NOR CAN ANYSTRUCTURES BE BUILT FROM THEMWITHOUT WRITTEN CONSENT OF GOUVISENGINEERING CONSULTING GROUPCOPYRIGHT GOUVIS ENGINEERINGCONSULTING GROUP 2008 ALL RIGHTSRESERVEDRESTRICTIVE NOTICE64613Glidewell ResidenceGlidewell Design Build GroupGlidewell Design Build Group2300 Mesa DriveNewport Beach, CA01/02/201811/20/2018NOT FOR BID ORCONSTRUCTION NOTES:THE DIAMETER OF AN INDIVIDUAL VENT SHALL NOT BE LESS THAN ONE AND ONE-FOURTH (1-1/4) INCHES NOR LESS THAN ONE-HALF (1/2)THE DIAMETER OF THE DRAIN TO WHICH IT IS CONNECTED. FIXTURE UNIT LOAD VALUES FOR DRAINAGE AND VENT PIPING SHALL BECOMPUTED FROM CALIFORNIA PLUMBING CODE TABLES 702.1 AND 702.2(b). NOT TO EXCEED ONE-THIRD (1/3) OF THE TOTAL PERMITTEDLENGTH OF ANY VENT MAY BE INSTALLED IN A HORIZONTAL POSITION. WHEN VENTS ARE INCREASED ONE (1) PIPE SIZE FOR THEIRENTIRE LENGTH, THE MAXIMUM LENGTH LIMITATIONS SPECIFIED IN THIS TABLE DO NOT APPLY.CPC TABLE 703.2DRAINAGE AND VENT PIPE SIZING TABLENOMINALPIPEDIAMETERDRAINAGE PIPING MAXIMUM UNITS (DFU)VERTICAL2% SLOPE1% SLOPEDRAINAGEPIPING MAXVERTICALLENGTH (FT)VENT PIPING HORIZONTALAND VERTICAL (SEE NOTE)MAXIMUMUNITS (DFU)MAXIMUMLENGTH (FT)1-1/4"11451451-1/2"2"2-1/2"3"4"5"6"8"21632482566001380360018143521642872026401723425762112658514821230039051075082448842566001380360060120180212300390510750233433455553154321EXCLUDING TRAP ARM.EXCEPT SINKS, URINALS AND DISHWASHERS - EXCEEDING 1 FIXTURE UNIT.EXCEPT SIX-UNIT TRAPS OR WATER CLOSETS.ONLY FOUR (4) WATER CLOSETS OR SIX-UNIT TRAPS ALLOWED ON ANY VERTICAL PIPE OR STACK, AND NOT TOEXCEED THREE (3) WATER CLOSETS OR SIX-UNIT TRAPS ON ANY HORIZONTAL BRANCH OR DRAIN.BASED ON ONE-FOURTH (1/4) INCH PER FOOT (2%) SLOPE. FOR ONE-EIGHTH (1/8) INCH PER FOOT (1%) SLOPE,MULTIPLY HORIZONTAL FIXTURE UNITS BY A FACTOR OF 0.8.6WHERE IMPRACTICAL TO MAINTAIN 1/4 INCH PER FOOT UNIFORM SLOPE, DRAINAGE PIPE FOUR (4) INCHES OR LARGERMAY HAVE A SLOPE NOT LESS THAN 1/8 INCH PER FOOT, WHEN FIRST APPROVED BY AUTHORITY HAVING JURISDICTION.6666WALL CLEANOUTVENTP-TRAPGROUND CLEANOUTWYE W/CLEANOUT PLUGWYESANITARY TEEFLOOR SINK, KITCHENFLOOR DRAIN, SQUAREPLUMBING FIXTURESFLOOR DRAINRISER ID TAGGAS COCK VALVE#TAGEQUIPMENT ID TAGCONNECT TO EXISTINGVALVE SYMBOLGLOBEBALLGATEGAS SHUTOFF VALVEDIAPHRAGMBUTTERFLY3-WAY4-WAYSYMBOLREMARKSTAG#SYMBOLREMARKSPRESSURE REDUCINGANGLE GATEANGLE GLOBERELIEF OR SAFETY CHECKTRIPLE DUTY VALVESOLENOIDDIAPHRAGM VALVE S(NORMALLY CLOSED)VALVE (PRV)W/PURGE PORTSHOSE BIBBUNIONPIPE CAP90 DEG ELBOW DOWN90 DEG ELBOW UPTEE, SIDETEE, DOWNTEE, UPWATER HAMMER ARRESTERPIPING FIXTURESPIPE STUBBUILDING SUPPLYPIPE POINT OF CONNECTIONBACKFLOW PREVENTORGAS STEP-DOWN REGULATORWATER SUB-METERTWH TERMINATIONNATURAL GAS SEISMIC SHUTOFF VALVEABBREVIATIONSSYMBOLREMARKSABOVECEILINGABVCLGHWRCWHWCPCCECCA PLUMBING CODECA ENERGY CODEDOMESTIC COLD WATERDOMESTIC HOT WATERDOMESTIC HW RETURNFORCED AIR UNITFLOORFEET PER SECONDGROUND CLEANOUTFAUFLRFPSGCOPSISOVTBDVPOUND PER SQUARE INCHSHUTOFF VALVETO BE DETERMINEDVENTGALLONS PER MINUTEGPMDNDOWNPIPING MATERIAL SCHEDULEDOMESTIC WATER PIPINGINSIDE BUILDING ABOVE FLOORSIZES 1/2" TO 2"UPONOR 'AQUAPEX' PEX TUBING WITH PROPEX (EP) FITTINGS, ORALTERNATE BRANDS CONFORMING TO ASTM F876 AND ASTM F877 STANDARDS ANDSDR9 DIMENSIONAL STANDARDDOMESTIC WATER PIPINGINSIDE BUILDING ABOVE FLOORSIZES LARGER THAN 2"CPVC SCH 80NATURAL GAS PIPINGBELOW GRADEPOLYETHYLENE, IAPMO APPROVED FOR GAS PIPE, OR SCHEDULE 40 BLACK STEEL WITHAPPROPRIATE FITTINGS AND WITH WELDED JOINTS.NATURAL GAS PIPINGABOVE GRADESCHEDULE 40 BLACK STEEL (ASTM A53, GRADE B). PIPING 2" & SMALLER SHALL HAVEBLACK MALLEABLE IRON 150# BANDED PATTERN THREADED FITTINGS. PIPING 2 1/2" &LARGER SHALL HAVE FORGED STEEL BUTT-WELDING TYPE FITTINGS.SEWER, WASTE AND VENT PIPINGINSIDE BUILDING ABOVE FLOORHUBLESS CAST IRON PIPE & FITTINGS WITH NEOPRENE SLEEVES & STAINLESS STEELCOUPLINGS.STORM DRAIN PIPINGINSIDE BUILDING ABOVE FLOORHUBLESS CAST IRON PIPE & FITTINGS WITH NEOPRENE SLEEVES & STAINLESS STEELCOUPLINGS.SEWER, WASTE AND VENT PIPINGINSIDE BUILDING BELOW GRADESCHEDULE 40 PVC OR ABS PLASTIC PIPE WITH DWV TYPE FITTINGS.STORM DRAIN PIPINGINSIDE BUILDING BELOW GRADESCHEDULE 40 PVC OR ABS PLASTIC PIPE WITH DWV TYPE FITTINGS.SUBSURFACE DRAIN PIPINGBELOW GRADEPERFORATED PVC CONFORMING TO ASTM D2729 STANDARDS OR PE PIPINGCONFORMING TO ASTM F405 STANDARDS1.BUILDING DRAIN AND VENT PIPING MATERIALS SHALL COMPLY WITH CPC SECTIONS 701.0 AND 903.0.2.ALL SANITARY SYSTEM MATERIALS SHALL BE LISTED BY AN APPROVED LISTING AGENCY.3.ANY COPPER PIPING JOINTS UNDER CONCRETE SLAB SHALL BE BRAZED INSTEAD OF SOLDERED.4.TYPE M COPPER TUBING MAY BE USED FOR ABOVE GROUND WATER PIPING INSIDE OR ON THE BUILDING.5.CPVC TUBING MAY BE USED FOR CONDENSATE DRAIN PIPING WHEN DISCHARGE FROM FLUE-BURNING APPLIANCES IS ACIDIC ORCORROSIVE.6.BLACK STEEL GAS PIPING BELOW GRADE SHALL BE COATED AS REQUIRED FOR SUCH INSTALLATION PER SECTION 1208.5.6 CPC.7.ALL COPPER PIPING INSTALLED BELOW GRADE SHALL BE COATED.FIXTURE TYPEFIXTURE FLOW RATES (2016 CAL GREEN MANDATORY MEASURES)MAXIMUM FLOW RATESHOWERHEADS, RESIDENTIAL2.0 GPM @ 80 PSIWHEN A SHOWER IS SERVED BY MORE THAN ONE SHOWERHEAD, THE COMBINEDFLOW RATE OF ALL SHOWERHEADS AND/OR OTHER SHOWER OUTLETS CONTROLLEDBY A SINGLE VALVE SHALL NOT EXCEED 2.0 GPM AT 80 PSI, OR THE SHOWER SHALL BEDESIGNED TO ALLOW ONLY ONE SHOWER OUTLET TO BE IN OPERATION AT A TIMELAVATORY FAUCETS, RESIDENTIAL1.2 GPM @ 60 PSITHE MINIMUM FLOW RATE OF RESIDENTIAL LAVATORY FAUCETS SHALL NOT BE LESSTHAN 0.8 GPM AT 20 PSI.LAVATORY FAUCETS, PUBLIC AREAS0.5 GPM @ 60 PSIKITCHEN FAUCETS1.8 GPM @ 60 PSIKITCHEN FAUCETS MAY TEMPORARILY INCREASE THE FLOW ABOVE THE MAXIMUMRATE, BUT NOT TO EXCEED 2.2 GPM AT 60 PSI, AND MUST DEFAULT TO A MAXIMUMFLOW RATE OF 1.8 GPM AT 60 PSI.THE EFFECTIVE FLUSH VOLUME OF DUAL FLUSH TOILETS IS DEFINED AS THECOMPOSITE, AVERAGE FLUSH VOLUME OF TWO REDUCED FLUSHES AND ONE FULLFLUSH.WATER CLOSETS1.28 GALLONS/FLUSH0.2 GALLON/CYCLE0.125 GALLON/FLUSHMETERING FAUCETS1. FLOW RATES ARE BASED ON THE 2016 CALIFORNIA GREEN BUILDING CODE STANDARDS SECTION 4.303 AND 5.303.URINALSFLOW IN GPM123456789101112131415FIXTUREUNITSFLUSH TANK01346781012131516182021FLUSH VALVE-161718192021222324252627282930232426283032343639424446495154567891011121331323334353637383940414243444556586063666974788386909599103107141516182021232526283031333537--------------------FIXTURE UNITS VS. GPM CONVERSION TABLE464748495051525354555657585960111115119123127130135141146151155160165170175394244464850525457606366697376FLOW IN GPMFIXTUREUNITSFLUSH TANKFLUSH VALVEFLOW IN GPMFIXTUREUNITSFLUSH TANKFLUSH VALVEFLOW IN GPMFIXTUREUNITSFLUSH TANKFLUSH VALVEGPM EQUIVALENTS ARE BASED ON CPC CHARTS A-2.1 AND A-2.1(1).1.ALL WORK SHALL COMPLY WITH 2016 CALIFORNIA PLUMBING CODE, 2016 CALIFORNIA ENERGY CODE, 2016CALIFORNIA GREEN BUILDING CODE AND LOCAL CODES.2.THIS LEGEND DRAWING IS GENERAL COMPILATION OF NOTES AND SYMBOLS THAT ARE STANDARDLYREQUIRED ON PLUMBING DRAWINGS. SOME INFORMATION SHOWN ON THIS DRAWING MAY NOT NECESSARILYBE APPLICABLE TO THIS SPECIFIC PROJECT. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATINGINFORMATION ON PLANS WITH PERTINENT DATA ON THIS DRAWING.3.PLUMBING DRAWINGS SHOW ONLY PERTINENT INFORMATION FOR LOCATION, SIZE AND CLASS OF PIPING,EQUIPMENT AND FIXTURES TO BE INSTALLED. SPECIFICATIONS WHICH FORM A PART OF THE DRAWINGS,SPECIFY MATERIAL TO BE USED FOR VARIOUS SIZES AND CLASSES OF PIPING, EQUIPMENT AND FIXTURES.4.PLUMBING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE (CPC) ANDALL APPLICABLE LOCAL, STATE CODES AND REGULATIONS WITH AMENDMENTS (LATEST EDITION).5.POTABLE WATER SYSTEM MUST BE DISINFECTED PRIOR TO USE AS REQUIRED AND OUTLINED IN THEPLUMBING CODE.6.ELEVATIONS BELOW GROUND LEVEL ARE NOTED IN FEET AND DECIMALS OF FEET AND SHALL DENOTE INVERTELEVATION OF PIPE. ELEVATIONS ABOVE GROUND LEVEL ARE NOTED IN FEET & INCHES AND SHALL DENOTEWORK POINT ELEVATION OF PIPE, UNLESS NOTED OTHERWISE. BOTTOM OF PIPE ELEVATIONS REFER TOBOTTOM OF PIPE ON UNINSULATED LINES AND TO BOTTOM OF SADDLE ON INSULATED LINES.7.PIPING SHOWN ON DRAWINGS WITHOUT DIMENSIONAL LOCATION SHALL BE FIELD ROUTED BY CONTRACTOR.CONTRACTOR SHALL VERIFY PROPOSED PIPE ROUTINGS AND CHECK OTHER TRADES WORK PRIOR TOINSTALLATION, INCLUDING INTERFERENCE WITH BUILDING STRUCTURES, EQUIPMENT AND WORK OF OTHERTRADES WHETHER NEW OR EXISTING. PROPOSED ROUTINGS SHALL BE REVIEWED WITH THE CONSTRUCTIONMANAGER.8.EXACT LOCATION OF PLUMBING EQUIPMENT, DEVICES AND FIXTURES SHALL BE CONFIRMED BY CONTRACTORPRIOR TO INSTALLATION. CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR FIXTURELOCATIONS AND MOUNTING HEIGHTS.9.DRAINAGE PIPING SHALL SLOPE 1/4" PER FOOT UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL.DRAINAGE PIPING 4" & LARGER SHALL SLOPE 1/8" PER FOOT WHERE IT IS IMPRACTICAL DUE TO STREET SEWERELEVATION OR STRUCTURAL FEATURES TO OBTAIN 1/4" PER FOOT.10.REDUCERS, REDUCING INSERTS, UNIONS & APPURTENANCES NOT SHOWN ON DRAWINGS BUT REQUIRED FORPROPER INSTALLATION SHALL BE PROVIDED BY CONTRACTOR.11.PLUMBING LINE SIZE REDUCTIONS NOT SHOWN WITH REDUCERS SHALL BE MADE WITH REDUCING FITTINGS.12.PIPE SLEEVES FOR PLUMBING LINES SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR. PROVIDELOCATION AND SIZE TO CONCRETE CONTRACTOR AND STRUCTURAL ENGINEER PRIOR TO INSTALLATION.13.VALVE HANDLE ORIENTATION SHALL BE BY CONTRACTOR UNLESS SPECIFICALLY SHOWN ON DRAWINGS ORDIRECTED BY CONSTRUCTION MANAGER. VALVE HANDLE SHALL CLEAR VEHICLE AND/OR PERSONNEL TRAFFICAND SHALL BE EASILY ACCESSIBLE.14.FLOOR DRAIN & HUB DRAIN P-TRAPS SHALL BE DEEP SEAL TYPE UNLESS NOTED OTHERWISE. FLOOR DRAINAND HUB DRAIN P-TRAPS WITH TRAP PRIMER SHALL BE STANDARD SEAL TYPE UNLESS NOTED OTHERWISE.15.TOP OF FLOOR CLEANOUTS SHALL BE FLUSH WITH FINISHED FLOOR UNLESS NOTED OTHERWISE.16.VENT PIPE EXTENSIONS THRU ROOF SHALL TERMINATE 1'-0" (MINIMUM) ABOVE FINISHED ROOF.17.ELEVATIONS SHOWN ON PLUMBING DRAWINGS ARE REFERENCED FROM NOMINAL FINISHED FLOORELEVATION.18.CONTRACTOR SHALL SEAL PENETRATIONS THROUGH FIRE WALLS AND FLOORS WITH APPROVED FIRESEALANT. REFER TO SPECIFICATION. INSTALL PER MANUFACTURERS INSTRUCTIONS FOR APPLICABLE PIPEMATERIAL AND SIZE.19.PIPE PENETRATION THROUGH NON-RATED WALLS AND FLOORS SHALL BE SEALED AIR TIGHT.20.ALL SANITARY SYSTEM MATERIALS SHALL BE LISTED BY AN APPROVED LISTING AGENCY.21.BATHTUB, SHOWER, AND TUB-SHOWER COMBINATIONS REQUIRE INDIVIDUAL CONTROL VALVES OF THEPRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE. HANDLE POSITION STOPS SHOULD BEPROVIDED ON THE VALVES AND SHOULD BE ADJUSTED PER MANUFACTURER'S INSTRUCTIONS TO DELIVER AMAXIMUM 120°F.22.WATER HEATERS, SHOWERHEADS, FAUCETS AND ALL OTHER REGULATED APPLIANCES ARE CERTIFIED BY THEENERGY COMMISSION. SECTION §110-§113:23.WATER HEATING RECIRCULATION LOOPS SERVING MULTIPLE DWELLING UNITS AND HIGH-RISE RESIDENTIALOCCUPANCIES MEET THE AIR RELEASE VALVE, BACKFLOW PREVENTION, PUMP ISOLATION VALVE, ANDRECIRCULATION LOOP CONNECTION REQUIREMENTS OF SECTION §113(C)5.24.CONTINUOUSLY BURNING PILOT LIGHTS ARE PROHIBITED FOR NATURAL GAS: FAN-TYPE CENTRAL FURNACES,HOUSEHOLD COOKING APPLIANCES (APPLIANCES WITH AN ELECTRICAL SUPPLY VOLTAGE CONNECTION WITHPILOT LIGHTS THAT CONSUME LESS THAN 150 BTU/HR ARE EXEMPT), AND POOL AND SPA HEATERS. SECTION§110.5.25.STORAGE GAS WATER HEATERS RATED WITH AN ENERGY FACTOR NO GREATER THAN THE FEDERAL MINIMALSTANDARD ARE EXTERNALLY WRAPPED WITH INSULATION HAVING AN INSTALLED THERMAL RESISTANCE OFR-12 OR GREATER. SECTION §150(J)1A.26.UNFIRED STORAGE TANKS, SUCH AS STORAGE TANKS OR BACKUP TANKS FOR SOLAR WATER-HEATINGSYSTEM, OR OTHER INDIRECT HOT WATER TANKS HAVE R-12 EXTERNAL INSULATION OR R-16 INTERNALINSULATION WHERE THE INTERNAL INSULATION R-VALUE IS INDICATED ON THE EXTERIOR OF THE TANK.SECTION §150(J)1B.27.FIRST 5 FEET OF HOT AND COLD WATER PIPES CLOSEST TO WATER HEATER TANK, NON-RECIRCULATINGSYSTEMS, AND ENTIRE LENGTH OF RECIRCULATING SECTIONS OF HOT WATER PIPES ARE INSULATED PERSTANDARDS TABLE 150-B. SECTION §150(J)2.28.COOLING SYSTEM PIPING (SUCTION, CHILLED WATER, OR BRINE LINES),AND PIPING INSULATED BETWEENHEATING SOURCE AND INDIRECT HOT WATER TANK SHALL BE INSULATED TO TABLE 150-B AND EQUATION150-A. SECTION §150(J)2.29.PIPE INSULATION FOR STEAM HYDRONIC HEATING SYSTEMS OR HOT WATER SYSTEMS >15 PSI, MEETS THEREQUIREMENTS OF STANDARDS TABLE 123-A. SECTION §150(J)2.30.SOLAR WATER-HEATING SYSTEMS AND/OR COLLECTORS ARE CERTIFIED BY THE SOLAR RATING ANDCERTIFICATION CORPORATION. SECTION §150(J)4.31.INSULATION SHALL BE PROTECTED FROM DAMAGE, INCLUDING THAT DUE TO SUNLIGHT, MOISTURE,EQUIPMENT MAINTENANCE, AND WIND. CELLULAR FOAM INSULATION SHALL BE PROTECTED AS ABOVE ORPAINTED WITH A COATING THAT IS WATER RETARDANT AND PROVIDES SHIELDING FROM SOLAR RADIATIONTHAT CAN CAUSE DEGRADATION OF THE MATERIAL. SECTION §150(J)3A.32.ALL PLUMBING FIXTURES SHALL BE CERTIFIED BY THE CALIFORNIA ENERGY COMMISSION AND MEET THECALIFORNIA GREEN BUILDING STANDARDS CODE WATER CONSUMPTION RATES (TABLE 4.303.2) AS FOLLOWS:FIXTURE DESCRIPTIONMAXIMUM WATER CONSUMPTION RATE WATER CLOSET1.28 GALLONS PER FLUSH URINAL0.125 GALLONS PER FLUSH SHOWERHEADS2.0 GALLONS PER MINUTE LAVATORY FAUCETS1.2 GALLONS PER MINUTE SINK FAUCETS1.8 GALLONS PER MINUTE PUBLIC-USE LAVATORY0.5 GALLONS PER MINUTE METERING FAUCETS0.2 GALLONS PER CYCLE33.DOMESTIC HOT WATER TEMPERATURE CONTROLS FOR PUBLIC LAVATORIES. THE CONTROLS SHALL LIMIT THEOUTLET TEMPERATURE TO 110°F. SECTION §113(c).34.CIRCULATING SERVICE WATER-HEATING SYSTEMS SHALL HAVE A CONTROL CAPABLE OF AUTOMATICALLYTURNING OFF THE CIRCULATING PUMP WHEN HOT WATER IS NOT REQUIRED. SECTION §110.3(c).35.ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, OR OTHER OPENINGS IN PLATES AT EXTERIOR WALLSSHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS WITH CEMENTMORTAR, CONCRETE MASONRY OR A SIMILAR METHOD ACCEPTABLE TO THE ENFORCING AGENCY.36.PROVIDE WATER HAMMER ARRESTORS FOR ALL QUICK-ACTING VALVES.37.ALL PLUMBING FIXTURES SHALL BE CONNECTED TO A SANITARY SEWER SYSTEM. CRBC R3.06338.ALL PLUMBING FIXTURES SHALL BE CONNECTED TO AN APPROVED WATER SUPPLY. LAVATORIES, BATHTUBS,SHOWERS, AND OTHER SHALL BE PROVIDED WITH HOT AND COLD WATER. CRBC R306.439.ALL DOMESTIC HOT WATER SYSTEM PIPING CONDITIONS LISTED BELOW, WHETHER BURIED OR UNBURIED,MUST BE INSULATED AND THE INSULATION THICKNESS SHALL BE SELECTED BASED ON THE CONDUCTIVITYRANGE IN TABLE 120.3-A AND THE INSULATION LEVEL SHALL BE SELECTED FROM THE FLUID TEMPERATURERANGE BASED ON THE THICKNESS REQUIREMENTS IN TABLE 120.3-A.i.THE FIRST 5 FEET (1.5 METERS) OF HOT AND COLD WATER PIPES FROM THE STORAGE TANK.ii.ALL PIPING WITH A NOMINAL DIAMETER OF 3/4 IN (19 MILLIMETER) OR LARGER.iii.ALL PIPING ASSOCIATED WITH A DOMESTIC HOT WATER RECIRCULATION SYSTEM REGARDLESS OF PIPEDIAMETER.iv.PIPING FROM THE HEATING SOURCE TO STORAGE TANK OR BETWEEN TANKS.v.PIPING BURIED BELOW GRADE.vi.ALL HOT WATER PIPE FROM THE HEATING SOURCE TO THE KITCHEN FIXTURES.SECTION §150(J)240.PVC PIPING EXPOSED TO SUNLIGHT MUST BE PROTECTED BY WATER BASED SYNTHETIC LATEX PAINT ORWRAPPED WITH NOT LESS THAN 0.04 INCH(1.02 MM) THICK TAPE OR OTHERWISE PROTECTED FROM UVDEGRADATION. CPC SECTION §312.1441.WATER SUPPLY AND DRAIN PIPES UNDER ACCESSIBLE LAVATORIES AND SINKS SHALL BE INSULATED OROTHERWISE BE CONFIGURED TO PROTECT AGAINST CONTACT. PROTECTORS, INSULATORS, OR BOTH SHALLCOMPLY WITH ASME A112.18.9. CPC SECTION §403.342.TRENCHES DEEPER THAT THE FOOTING OF A BUILDING OR STRUCTURE, AND PARALLELING THE SAME, SHALLBE LOCATED NOT LESS THAN 45 DEGREES FROM THE BOTTOM EXTERIOR OF FOOTING, OR AS APPROVED INACCORDANCE WITH SECTION 301.2. CPC SECTION §314.143.COPPER ALLOY OR CAST-IRON DRAINAGE BODY CLEANOUTS SHALL NOT BE USED AS A REDUCER OR ADAPTERFROM CAST-IRON DRAINAGE PIPE TO IRON PIPE SIZE (IPS) PIPE. CPC SECTION §316.144.FLEXIBLE PVC HOSES AND TUBING INTENDED TO BE USED ON WHIRLPOOL BATH-TUB WATER CIRCULATIONSYSTEMS OR PNEUMATIC SYSTEMS SHALL BE IN ACCORDANCE WITH IAPMO Z1033. CPC SECTION §409.6.145.PIPES, PIPE FITTING, VALVES, AND FAUCETS UTILIZED IN THE WATER SUPPLY SYSTEM FOR NON-DRINKINGWATER APPLICATIONS SHALL HAVE A MAXIMUM OF 8 PERCENT LEAD CONTENT. CPC SECTION §604.2.146.PLASTIC PIPE AND FITTINGS JOINED WITH SOLVENT CEMENT SHALL UTILIZE LOW VOC PRIMER(S), IF A PRIMERIS REQUIRED, AND LOW VOC CEMENT(S) AS DEFINED IN SECTION 214.0. CPC SECTION §705.1.247.EACH CLEANOUT IN PIPING 2 INCHES OR LESS IN SIZE SHALL BE INSTALLED SO THAT THERE IS A CLEARANCEOF NOT LESS THAN 18 INCHES IN FRONT OF THE CLEANOUT. CLEANOUTS IN PIPING EXCEEDING 2 INCHESSHALL HAVE A CLEARANCE OF NOT LESS THAN 24 INCHES IN FRONT OF THE CLEANOUT. CPC SECTION §707.948.WATER HEATER SHALL BE ANCHORED OR STRAPPED TO RESIST HORIZONTAL DISPLACEMENT DUE TOEARTHQUAKE MOTION PER SECTION 507.2 CPC.49.ROUTING AND TERMINATION OF FLUE AND COMBUSTION AIR INTAKE FOR WATER HEATER SHALL COMPLY WITHCH.5 CPC 2016 AND MANUFACTURERS SPECIFICATIONS.50.FLOOR DRAINS OR SIMILAR TRAPS DIRECTLY CONNECTED TO THE DRAINAGE SYSTEM AND SUBJECT TOINFREQUENT USE SHALL BE PROVIDED WITH AN APPROVED AUTOMATIC MEANS OF MAINTAINING THEIR WATERSEALS.51.BUILDING DRAIN AND VENT PIPING MATERIALS SHALL COMPLY WITH SECTIONS 701.0 AND 903.0 OF THE CPC.52.EACH VENT SHALL RISE VERTICALLY TO A POINT NOT LESS THAN SIX(6) INCHES ABOVE THE FLOOD-LEVEL RIMOF THE FIXTURE SERVED BEFORE OFFSETTING HORIZONTALLY OR BEFORE BEING CONNECTED TO ANY OTHERVENT.53.INSTANTANEOUS WATER HEATERS WITH AN INPUT RATING GREATER THAN 6.8 kBTU/HR (2kW) SHALL HAVEISOLATION VALVES ON BOTH THE COLD WATER SUPPLY AND THE HOT WATER PIPE LEAVING THE WATERHEATER, AND HOSE BIBBS OR OTHER FITTINGS ON EACH VALVE FOR FLUSHING THE WATER HEATER WHENTHE VALVES ARE CLOSED. CBEES 110.3(C)7VTRWWCOVENT TO ROOFWASTEWALL CLEANOUTPLUMBING SHEET INDEXNO.SHEETDESCRIPTION1P-0.1GENERAL NOTES & SHEET INDEX2P-0.2CALCULATIONS3P-1.1SITE PLAN4P-3.1BASEMENT FLOOR PLAN COLD / HOT WATERAND NATURAL GAS5P-3.21ST FLOOR PLAN COLD / HOT WATER ANDNATURAL GAS6P-3.32ND FLOOR/ROOF PLAN COLD / HOT WATERAND NATURAL GAS7P-3.4BASEMENT FLOOR PLAN WASTE / VENTPIPING AND FC CONDENSATE8P-3.51ST FLOOR PLAN WASTE / VENT PIPING ANDFC CONDENSATE9P-3.62ND FLOOR/ROOF PLAN WASTE / VENT PIPINGAND FC CONDENSATE10P-D.1DETAILSINSULATION WALL THICKNESSNOMINAL PIPE DIAMETER (INCHES)LESS THAN 2"2" AND GREATERPIPE INSULATION THICKNESSEQUAL TO PIPE DIAMETER2"BASED ON CPC SECTION 609.11P-0.1PLUMBINGGENERAL NOTES &SHEET INDEXPROJECT:ARCHITECT:DEVELOPER:LOCATION:ISSUED DATE:PLOT DATE:ENGINEER:DRAFTER:SHEET NAME:SHEET NUMBER:PROJECT NUMBER:DESCRIPTIONDATENO.REVISIONSTHESE DESIGNS, DRAWINGS, ANDSPECIFICATIONS ARE THE EXCLUSIVEPROPERTY OF GOUVIS ENGINEERINGCONSULTING GROUP, AND ALLINFORMATION SHOWN IS CONFIDENTIALTO ALL RECIPIENTS AND NO PART OF THESEDRAWINGS CAN BE COPIED, TRANSFERED,OR REPRODUCED, NOR CAN ANYSTRUCTURES BE BUILT FROM THEMWITHOUT WRITTEN CONSENT OF GOUVISENGINEERING CONSULTING GROUPCOPYRIGHT GOUVIS ENGINEERINGCONSULTING GROUP 2008 ALL RIGHTSRESERVEDRESTRICTIVE NOTICE64613Glidewell ResidenceGlidewell Design Build GroupGlidewell Design Build Group2300 Mesa DriveNewport Beach, CA01/02/201811/20/2018NOT FOR BID ORCONSTRUCTIONELECTRIC WATER HEATERSCHEDULECAPACITYLOCATIONMANUFACTUREREQUIP. NUMBERTOTAL POWERVOLTAGEPHASEELEC DATA RECOVERY @ 90°FMODELNO. OF ELEMENTSELEMENT WATTAGEDIAMETERHEIGHTOPERATING WEIGHTPHYS DATA SETPOINT TEMPAO SMITHEWHDEL-3030 GAL230-7/8"350 LBS ɸ21-3/4"4.5KW4500W20 GPH1ATTIC SPACE120°3208VFIXTURE SCHEDULEITEMFIXTURECOLD WATER HOT WATER WASTE VENT STORM DRAIN DESCRIPTIONWATER CLOSET3/4"-3"2"-1.28 GPF, FLUSH TANK TYPESELECTION TBD BY OWNER.LAVATORY3/4"3/4"2"1-1/2"-1.2 GPM FAUCET. SELECTION TBD BY OWNER.SHOWER3/4"3/4"2"1-1/2"-2.0 GPM SHOWER HEAD. PROVIDE A THERMOSTATIC ORPRESSURE BALANCE TYPE MIXING VALVE FOR THERMALSHOCK AND SCALD PROTECTION.3-COMPARTMENT SINK3/4"3/4"2"1-1/2"-1.8 GPM FAUCET. SELECTION TBD BY OWNER.2-COMPARTMENT SINK3/4"3/4"2"1-1/2"-1.8 GPM FAUCET. SELECTION TBD BY OWNER.HAND SINK3/4"3/4"---1.2 GPM FAUCET. DRAIN TO KITCHEN SINK. SELECTION TBDBY OWNER.BAR SINK3/4"3/4"2"1-1/2"-1.2 GPM FAUCET. SELECTION TBD BY OWNER.HOSE BIBB3/4"----WALL MOUNTED WITH ATMOSPHERIC VACUUM BREAKER.FLOOR DRAIN--2"1-1/2"-SELECTION TBD BY OWNER. PROVIDE TRAP PRIMER.FLOOR DRAIN--2"1-1/2"-SELECTION TBD BY OWNER. PROVIDE TRAP PRIMER.TRAP PRIMER1/2"----MIFAB M-500 SERIES OR EQUAL, COPPER BODY ADJUSTABLECOMPLETE WITH 1/2" TYPE "L" COPPER TO RECEPTOR.(INSTALL PER MANUFACTURER'S RECOMMENDATIONS)TRAP PRIMER1/2"----P.P.P NO. PRO1-500, COPPER BODY ADJUSTABLE COMPLETEWITH 1/2" TYPE "L" COPPER TO RECEPTOR. (INSTALL PERMANUFACTURER'S RECOMMENDATIONS)ICE MAKER1/2"----SELECTION TBD BY OWNER. DRAIN TO FLOOR SINK. PROVIDEWATER HAMMER ARRESTORFLOOR SINK--2"1-1/2"-SELECTION TBD BY OWNER.FLOOR SINK--2"1-1/2"-SELECTION TBD BY OWNER.DECK DRAIN--3"--SELECTION TBD BY OWNER.WC1L1SH1S1HB1FD1TP1S2BS1HS1EQUIP. NUMBERLOCATIONMANUFACTURERTYPEMODELGPMHEAD PRESSURE (FT)HORSEPOWERVOLTAGEPHASEFULL LOAD AMPSRPMELETRIC DATABASIN DIMENSIONSPOWER CORD LENGTHSEWAGE PUMPSCHEDULE1211152230LE70SEWAGELIBERTY25'36" (DIA) x 6'SUMP PUMP RM 004-3/4SP1PROVIDE HOT & COLD WATER SUPPLY, DRAINAGE, WASTE & VENT PIPING TO NEW PLUMBING FIXTURES IN KITCHEN & SHOWER ROOMS ON FIRST LEVEL & TO RESTROOMS &BAR ON BASEMENT LEVEL. PROVIDE NATURAL GAS SUPPLY TO ALL GAS APPLIANCES IN KITCHEN. PROVIDE SEWAGE EJECTOR PUMP WITH BASIN FOR PLUMBING FIXTURES INBASEMENT AND BATHROOMS ON FIRST FLOOR.IM1FS1LOW PRESSURE NATURAL GAS PIPE SIZING TABLEMAXIMUM DELIVERY CAPACITY OF SCHEDULE 40 METALLIC PIPE CARRYING NATURAL GAS OF 0.60 SPECIFIC GRAVITY BASED ON A PRESSUREDROP OF 0.5" WATER COLUMNPIPE SIZE IN INCHESNOMINAL ID1/23/411-1/41-1/222-1/23456LENGTH (FT)CAPACITY IN CUBIC FEET OF GAS PER HOUR101723606781,3902,0904,0206,40011,30023,10041,80067,600201182474669571,4302,7604,4007,78015,90028,70046,50030951993747681,1502,2203,5306,25012,70023,00037,30040811703206579851,9003,0205,35010,90019,70031,90050721512845838731,6802,6804,7409,66017,50028,30060651372575287911,5202,4304,2908,76015,80025,60070601262374867281,4002,2303,9508,05014,60023,60080561172204526771,3002,0803,6707,49013,60022,00090521102074246351,2201,9503,4507,03012,70020,600100501041954006001,1601,8403,6206,64012,00019,50012544921733555321,0201,6302,8905,89010,60017,20015040831573224829281,4802,6105,3309,65015,60017537771442964438541,3602,4104,9108,88014,40020034711342754127941,2702,2404,5608,26013,40025030631192443667041,1201,9804,0507,32011,90030027571082213316381,0201,8003,6706,63010,7003502553992033055879351,6503,3706,1009,8804002349921892835468701,5403,1405,6809,1904502246861772665128161,4402,9405,3308,6205002143821682514847711,3602,7805,0308,1505502041781592394597321,2902,6404,7807,7406001939741522284386991,2402,5204,5607,380BASED ON CPC TABLE 1216.2(1)FD2PLUMBING LEGENDSYMBOLREMARKSCWHWWASTE_BELOWWASTE_ABOVEVENTHW_RETURNEQUIPEQUIPTEXTSYMBOLSMPGGAS_MPGGAS_LPCDCONDENSATE_DRAINCONNECT TO EXISTINGGAS_VENTSD_ABOVEOVERFLOW STORM DRAINOFDSEWAGELIBERTY24" (DIA) x 6'AV STORAGE RM 011SP2LE50121115222025'-1/2TP2LOCATIONMANUFACTURERMODELFLOW WIDTH OVERALL LENGTHGREASE INTERCEPTORSCHEDULEWATTSWD-5050 GPM100 (LBS)22" GREASE LIQUID51.32 (GAL)32" HEIGHTEQUIPMENT NUMBERINDOOR (BELOW S-1)CAPACITYPHYSICALDATA SERVICEKITCHENGI121-1/2"FS2DD1EQUIP. NUMBERLOCATIONMANUFACTURERSERIESMODELTYPETOTAL VOLUMEACCEPTANCE FACTORMAX TEMPERATUREMAX PRESSUREFACTORY PRECHARGEPHYS DATA DIAMETERHEIGHTCONNECTIONSHIPPING WEIGHTEXPANSION TANK SCHEDULE*ANY WATER SYSTEM PROVIDED WITH A CHECK VALVEOR BACKFLOW PREVENTER SHALL BE PROVIDED WITH ANAPPROVED, LISTED, ADEQUATELY SIZED EXPANSIONTANK OR OTHER APPROVED DEVICE HAVING A SIMILARFUNCTION TO CONTROL THERMAL EXPANSION.AMTROLTHERM-X-TROLST-12IN-LINE4.4 GALLONS0.72200°F150 PSIG50 PSIG9"15"3/4" NPT7 LBSET1GARAGE GAS DEMAND CALCULATIONSAPPLIANCEQTYGAS USAGE1(CFH)TOTAL GAS USAGE(CFH)RANGE 11290290RANGE 21215215FRYER1120120OVEN1100100TOTAL GAS DEMAND725FIXTURE UNIT CALCULATION - KITCHEN & RESTROOMSFIXTURE TYPEQTYDEMAND WEIGHT IN WSFU1DRAINAGE1FIXTUREDEMANDHOTOR75%2COLDOR75%2TOTAL SUPPLYDEMANDTOTAL HOTWATERDEMANDTOTAL COLDBRANCHDEMANDDFUTOTAL3 COMPARTMENT SINK11.51.21.21.51.21.2222 COMPARTMENT SINK11.51.21.21.51.21.222HAND SINK11.00.80.81.00.80.822BAR SINK (DRAIN TO FLOOR SINK)21.00.80.82.01.61.600MOP SINK11.51.21.21.51.21.222FLOOR SINK50.00.00.00.00.00.0210PRIMARY HOSE BIBB12.50.02.52.50.02.500ADDITIONAL HOSE BIBB21.00.01.02.00.02.000WATER CLOSET52.50.02.512.50.012.5315LAVATORY41.00.80.84.03.23.214FLOOR DRAIN40.00.00.00.00.00.028TOTAL FIXTURE UNITS28.57.626.245EQUIVALENT WATER DEMAND IN GPM320719WATER PRESSURE CALCULATIONS - KITCHEN & RESTROOMSPLUMBING SYSTEMPIPING ELEVATION DIFFERENCE20FTLONGEST DEVELOPED RUN OF PIPE650FTSTATIC PRESSURE AT MAIN1 65PSIGPRESSURE LOSSESEXISTING 2" WATER METER @ 20 GPM (PER CPC CHART A-1)2PSIGEXISTING 2" BACKFLOW PREVENTOR @ 20 GPM12PSIGELEVATION HEAD LOSS8.6PSIGREQUIRED PRESSUREPRESSURE AT SHOWER CONTROL VALVE20PSIGPRESSURE AVAILABLE FOR FRICTIONLOSSSUPPLY PRESS - [PRESS LOSSES + REQ'D PRESS]22.4PSIGALLOWABLE FRICTION LOSS PER 100 FT[100 * PRESS AVAILABLE FOR FRICTION LOSS] ¸ [LONGEST DEVELOPED RUN OFPIPE]3.4PSIG PIPE SIZING CHART, PEX PIPE SIZE COLD WATER HOT WATER TANK FU GPM FU GPM 2" 1-1/2" 1-1/4" 1" 3/4" 1/2" FOR VELOCITY OF 8FPS (CW) AND 5FPS(HW); PRESSURE LOSS PER 100FT IN PSI=3.0BASED ON UPONOR AQUAPEX PRESSURE LOSS TABLES IN CH 4 OF THE PLUMBING DESIGN ASSISTANCE MANUAL PIPE ID 2" 1-1/2" 1-1/4" 1" 3/4" 1/2"-1.2-1.333.233.576.376.91410.81511.92417.02718.96835.75832.4 FOR VELOCITY OF 8FPS (CW) AND 5FPS(HW); PRESSURE LOSS PER 100FT IN PSI=3.0 PIPE SIZING CHART,CPVC SCH80 COLD WATER HOT WATER TANK FU GPM FU GPM BASED ON THE HAZEN-WILLIAMS EAUATIONS33091.021166.1707163.1395102.91639286.7798179.23186453.71615283.54930650.02729406.2 6" 5" 4" 3" 2-1/2" 5.761" 4.813" 3.826" 2.9"2.323"PIPE SIZE NOMINAL DIAMETER INNER DIAMETERP-0.2PLUMBINGMATERIAL ANDFIXTURE SCHEDULESCALCULATIONSPROJECT:ARCHITECT:DEVELOPER:LOCATION:ISSUED DATE:PLOT DATE:ENGINEER:DRAFTER:SHEET NAME:SHEET NUMBER:PROJECT NUMBER:DESCRIPTIONDATENO.REVISIONSTHESE DESIGNS, DRAWINGS, ANDSPECIFICATIONS ARE THE EXCLUSIVEPROPERTY OF GOUVIS ENGINEERINGCONSULTING GROUP, AND ALLINFORMATION SHOWN IS CONFIDENTIALTO ALL RECIPIENTS AND NO PART OF THESEDRAWINGS CAN BE COPIED, TRANSFERED,OR REPRODUCED, NOR CAN ANYSTRUCTURES BE BUILT FROM THEMWITHOUT WRITTEN CONSENT OF GOUVISENGINEERING CONSULTING GROUPCOPYRIGHT GOUVIS ENGINEERINGCONSULTING GROUP 2008 ALL RIGHTSRESERVEDRESTRICTIVE NOTICE64613Glidewell ResidenceGlidewell Design Build GroupGlidewell Design Build Group2300 Mesa DriveNewport Beach, CA01/02/201811/20/2018NOT FOR BID ORCONSTRUCTIONWATER PRESSURE CALCULATIONS - SHOWER ROOMSPLUMBING SYSTEMPIPING ELEVATION DIFFERENCE20FTLONGEST DEVELOPED RUN OF PIPE590FTSTATIC PRESSURE AT MAIN1 65PSIGPRESSURE LOSSESEXISTING 2" WATER METER @ 11 GPM (PER CPC CHART A-1)2PSIGEXISTING 2" BACKFLOW PREVENTOR @ 11 GPM12PSIGELEVATION HEAD LOSS8.6PSIGREQUIRED PRESSUREPRESSURE AT SHOWER CONTROL VALVE20PSIGPRESSURE AVAILABLE FOR FRICTIONLOSSSUPPLY PRESS - [PRESS LOSSES + REQ'D PRESS]22.4PSIGALLOWABLE FRICTION LOSS PER 100 FT[100 * PRESS AVAILABLE FOR FRICTION LOSS] ¸ [LONGEST DEVELOPED RUN OFPIPE]3.8PSIGSEWAGE EJECTOR PUMP CALCULATIONS (SP-1)PIPE MATERIAL: SCHEDULE 40 PVCNUMBER OF INLET DFU'S: 39 DFU'S = 20 GPMPUMP OUTLET, GPM30WASTE OUTLET PIPE, IN4STATIC HEAD (h1) FT20HORIZONTAL PIPE LENGTH, FT5# OF 45* BENDS, 4"145* BEND EQUIVALENT LENGTH, TOTAL, FT8# OF 90* BENDS, 4"490* BEND EQUIVALENT LENGTH, TOTAL, FT56# OF GATE VALVES, 4"1GATE VALVE EQUIVALENT LENGTH, TOTAL, FT2.7# OF BACKWATER VALVES, 4"1BACKWATER VALVE EQUIVALENT LENGTH, TOTAL, FT22TOTAL EQUIV. PIPE, FT113.7SYSTEM CURVEhn, PRESSURE LOSS, FT0.071h-TOTAL, FT20.1SUMP BASIN DIMENSIONSBASIN DEPTH, FT5.5'BASIN WIDTH X HEIGHT2.5'ØBASIN USABLE VOLUME, GAL60PLUMBING EQUIVALENT PIPE LENGTHS, FTDIAMETER45°BEND90°BENDGATE VALVEBACKWATERVALVE2"4'7'1.3'11'3"6'10'2'16'4"8'14'2.7'22'6"12'20'4'31'FIXTURE UNIT CALCULATION - SHOWER ROOMSFIXTURE TYPEQTYDEMAND WEIGHT IN WSFU1DRAINAGE1FIXTUREDEMANDHOTOR75%2COLDOR75%2TOTAL SUPPLYDEMANDTOTAL HOTWATERDEMANDTOTAL COLDBRANCHDEMANDDFUTOTALWATER CLOSET22.50.02.55.00.05.036LAVATORY21.00.80.82.01.61.612SHOWER, PER HEAD22.01.51.54.03.03.024PRIMARY HOSE BIBB12.50.02.52.50.02.500ADDITIONAL HOSE BIBB11.00.01.01.00.01.000TOTAL FIXTURE UNITS13.54.612.112EQUIVALENT WATER DEMAND IN GPM3115101.FIXTURE UNITS ARE BASED ON CPC TABLE A-2.1 FOR WATER SUPPLY AND TABLE 702.1 FOR DRAINAGE.2.SEPERATE HOT AND COLD WATER FIXTURE UNITS ARE TAKEN AS AT LEAST THREE-QUARTERS (3/4) OF TOTAL FIXTURE DEMAND, PER CPCTABLE A-2.1, NOTE 3.3.GPM EQUIVALENTS ARE BASED ON CPC CHARTS A-2.1 AND A-2.1(1).SEWAGE EJECTOR PUMP CALCULATIONS (SP-2)PIPE MATERIAL: SCHEDULE 40 PVCNUMBER OF INLET DFU'S: 12 DFU'S = 6 GPMPUMP OUTLET, GPM20WASTE OUTLET PIPE, IN3STATIC HEAD (h1) FT20HORIZONTAL PIPE LENGTH, FT3# OF 45° BENDS, 3"145* BEND EQUIVALENT LENGTH, TOTAL, FT6# OF 90° BENDS, 3"490* BEND EQUIVALENT LENGTH, TOTAL, FT40# OF GATE VALVES, 3"1GATE VALVE EQUIVALENT LENGTH, TOTAL, FT2.0# OF BACKWATER VALVES, 3"1BACKWATER VALVE EQUIVALENT LENGTH, TOTAL, FT16TOTAL EQUIV. PIPE, FT87.0SYSTEM CURVEhn, PRESSURE LOSS, FT0.104h-TOTAL, FT20.1SUMP BASIN DIMENSIONSBASIN DEPTH, FT4.5'BASIN WIDTH X HEIGHT2.5'ØBASIN USABLE VOLUME, GAL301.CONTRACTOR SHALL VERIFY WATER PRESSURE AT A LOCATION BETWEEN THE POINT OF CONNECTION SHOWN ON THE CIVIL PLANS ANDTHE ENTRANCE TO THE BUILDING PRIOR TO INSTALLING WATER PIPING. IF THE FIELD MEASURED WATER PRESSURE IS DISCOVERED TO BELOWER THAN THE PRESSURE INDICATED ABOVE, IMMEDIATELY CONTACT THE PLUMBING ENGINEER ON RECORD. SHOULD THECONTRACTOR FAIL TO VERIFY WATER PRESSURE PRIOR TO INSTALLING PIPING, ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUMESHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. IF THE DOMESTIC SYSTEM IS TO BE COMBINED WITH FIRE SPRINKLERS, REFERTO FIRE SPRINKLER PLANS FOR ANY ADDITIONAL PRESSURE REQUIREMENTS. R= 784.60 666663646565JAY TO VERIFY JAY TO VERIFY REFER TO BUILDING PLAN ONSHEET P-3.2FOR CONTINUATIONREFER TO BUILDING PLANON SHEET P-3.3 FORCONTINUATIONREFER TO BUILDING PLAN ONSHEET P-3.2 FOR CONTINUATION1231EXISTING 3" CW. CONTRACTOR TO VERIFY SIZING,ROUTING & EXACT LOCATION IN FIELD.KEYNOTES:2EXISTING 6"W. CONTRACTOR TO VERIFY SIZING,ROUTING & EXACT LOCATION IN FIELD.EXISTING GAS SUPPLY PIPE. CONTRACTOR TO VERIFYSIZING, ROUTING & EXACT LOCATION IN FIELD.3P-1.1PLUMBINGSITE PLAN108'16'4' 1/8 " = 1'-0"24'SITE PLANPROJECT:ARCHITECT:DEVELOPER:LOCATION:ISSUED DATE:PLOT DATE:ENGINEER:DRAFTER:SHEET NAME:SHEET NUMBER:PROJECT NUMBER:DESCRIPTIONDATENO.REVISIONSTHESE DESIGNS, DRAWINGS, ANDSPECIFICATIONS ARE THE EXCLUSIVEPROPERTY OF GOUVIS ENGINEERINGCONSULTING GROUP, AND ALLINFORMATION SHOWN IS CONFIDENTIALTO ALL RECIPIENTS AND NO PART OF THESEDRAWINGS CAN BE COPIED, TRANSFERED,OR REPRODUCED, NOR CAN ANYSTRUCTURES BE BUILT FROM THEMWITHOUT WRITTEN CONSENT OF GOUVISENGINEERING CONSULTING GROUPCOPYRIGHT GOUVIS ENGINEERINGCONSULTING GROUP 2008 ALL RIGHTSRESERVEDRESTRICTIVE NOTICE64613Glidewell ResidenceGlidewell Design Build GroupGlidewell Design Build Group2300 Mesa DriveNewport Beach, CA01/02/201811/20/2018NOT FOR BID ORCONSTRUCTION UPDNDN31 SFAV STORAGE011189 SFSTAIR C01223 SFELEVATOREQUIPMENT RM00931 SFELEVATOR00892 SFEQUIP RM007117 SFMEN'S RR003135 SFWOMEN'S RR005396 SFTHEATER010612 SFBAR002126 SFHALLWAY00619 SFSUMP PUMP RM00417 SFSUM PUMP RM0132X4 PLBGWALL NEEDEDL1L1L1L1WC1WC1WC1WC1WC1TP12X6 PLBG WALL NEEDED3/4" H & CW DN1" CW DN& 3/4" TO WC-13/4" H & CW1" CW DN & 3/4"CW TO WC-13/4" CW DN1" HW & 1-1/2" CWDN FROM 1ST FLOOR1" HW1-1/2" CW1-1/4" CW1" CW3/4" H & CW DN3/4" H & CW3/4" H & CW DN3/4" H & CW DNFCFCBS1BS13/4" H & CWBELOW GRADE3/4" H & CWIN COUNTER3/4" H & CW TO BAR SINKTP2TP2TP11/2" CWBLW. GRD.1/2" CWBLW. GRD.1/2" CWBLW. GRD.3/4" CW3/4" CW1/2" CWBLW. GRD.1/2" CWBLW. GRD.T0.71CONNECT TO EXISTING DOMESTIC WATER SYSTEM.CONTRACTOR TO VERIFY IN FIELD. ADJUST NEW WATERLINE AS REQUIRED TO ALLOW FOR CONNECTION TOEXISTING WATER SYSTEM.KEYNOTES:2CONNECT TO EXISTING GAS SYSTEM. CONTRACTOR TOVERIFY IN FIELD. ADJUST NEW GAS LINE AS REQUIREDTO ALLOW FOR CONNECTION TO EXISTING GAS SYSTEM.3EXISTING HOSE BIBB TO REMAIN. PROTECT IN PLACE.P-3.1PLUMBINGBASEMENT FLOOR PLANCOLD / HOT WATERAND NATURAL GAS10 3/16" = 1'-0"2'4'8'16'BASEMENT FLOOR PLANPROJECT:ARCHITECT:DEVELOPER:LOCATION:ISSUED DATE:PLOT DATE:ENGINEER:DRAFTER:SHEET NAME:SHEET NUMBER:PROJECT NUMBER:DESCRIPTIONDATENO.REVISIONSTHESE DESIGNS, DRAWINGS, ANDSPECIFICATIONS ARE THE EXCLUSIVEPROPERTY OF GOUVIS ENGINEERINGCONSULTING GROUP, AND ALLINFORMATION SHOWN IS CONFIDENTIALTO ALL RECIPIENTS AND NO PART OF THESEDRAWINGS CAN BE COPIED, TRANSFERED,OR REPRODUCED, NOR CAN ANYSTRUCTURES BE BUILT FROM THEMWITHOUT WRITTEN CONSENT OF GOUVISENGINEERING CONSULTING GROUPCOPYRIGHT GOUVIS ENGINEERINGCONSULTING GROUP 2008 ALL RIGHTSRESERVEDRESTRICTIVE NOTICE64613Glidewell ResidenceGlidewell Design Build GroupGlidewell Design Build Group2300 Mesa DriveNewport Beach, CA01/02/201811/20/2018NOT FOR BID ORCONSTRUCTION DNDNDNDNUP114 SFSTAIR 01107640 SFKITCHEN10249 SFSTORAGE RM10880 SFSHOWER RM11080 SFSHOWER RM111105 SFLOGGIA109N.I.C3021 SFSOLARIUM10048 SFTRASH RM10317 SFMOP SINK RM10428 SFELEVATORLOBBY10631 SFELEVATOR1051/4" / 1'-0"POOL18 SFELECTRICAL RM1122X4 PLBG WALLNEEDEDIM1MS1S1S2HS1TP1RANGE 1RANGE 2FRYEROVENTP11-1/4" H & CW UP TO CONNECTTO EXISTING WH IN ATTIC SPACE.1-1/2" CW1/2" CWEWH11-1/4" G2" G2-1/2" G3" G1-1/4" G2" G1-1/2" G2PROVIDE APPROVED LISTEDTRANSITION FITTINGSOVWC1WC1L1L1SH1SH1HB1HB13/4" H & CW3/4" H & CW1-1/4" CW3/4" HW & 1" CW3/4" CW3/4" H & CW3/4" H & CW DN1" HW &1-1/4" CW3/4" H & CW1/2" CW BLWFLR1/2" CWBLW FLR3/4" CW3/4" CW1" H & 1-1/4" CW1" HW & 1-1/2" CW DN TOBASEMENT FLOOR2" CWSOV1" H & CW3/4" H & CW3/4" H & CW3/4" H & CW3/4" CW3/4" H & CW DN1-1/2" CW1/2" CW BLW FLR3/4" H & CW11HB11/2" CWBLW FLRTP1HB11" H & CW UP TOEWH IN ATTIC SPACE1" H & CW1-1/2" CW3/4" CW3/4" UP TO ROOFET13/4" CW1" CWT0.71CONNECT TO EXISTING DOMESTIC WATER SYSTEM.CONTRACTOR TO VERIFY IN FIELD. ADJUST NEW WATERLINE AS REQUIRED TO ALLOW FOR CONNECTION TOEXISTING WATER SYSTEM.KEYNOTES:2CONNECT TO EXISTING GAS SYSTEM. CONTRACTOR TOVERIFY IN FIELD. ADJUST NEW GAS LINE AS REQUIREDTO ALLOW FOR CONNECTION TO EXISTING GAS SYSTEM.3EXISTING HOSE BIBB TO REMAIN. PROTECT IN PLACE.P-3.2PLUMBING1ST FLOOR PLANCOLD / HOT WATERAND NATURAL GAS10 3/16" = 1'-0"2'4'8'16'1ST FLOOR PLANPROJECT:ARCHITECT:DEVELOPER:LOCATION:ISSUED DATE:PLOT DATE:ENGINEER:DRAFTER:SHEET NAME:SHEET NUMBER:PROJECT NUMBER:DESCRIPTIONDATENO.REVISIONSTHESE DESIGNS, DRAWINGS, ANDSPECIFICATIONS ARE THE EXCLUSIVEPROPERTY OF GOUVIS ENGINEERINGCONSULTING GROUP, AND ALLINFORMATION SHOWN IS CONFIDENTIALTO ALL RECIPIENTS AND NO PART OF THESEDRAWINGS CAN BE COPIED, TRANSFERED,OR REPRODUCED, NOR CAN ANYSTRUCTURES BE BUILT FROM THEMWITHOUT WRITTEN CONSENT OF GOUVISENGINEERING CONSULTING GROUPCOPYRIGHT GOUVIS ENGINEERINGCONSULTING GROUP 2008 ALL RIGHTSRESERVEDRESTRICTIVE NOTICE64613Glidewell ResidenceGlidewell Design Build GroupGlidewell Design Build Group2300 Mesa DriveNewport Beach, CA01/02/201811/20/2018NOT FOR BID ORCONSTRUCTION DNBEDROOMBEDROOMBEDROOMBEDROOMBEDROOMBEDROOMWASHERDRYERWASHERDRYERDNDNDNN.I.C201A849 SFOUTDOOR PATIO202201BOPEN TO BELOW454 SFSOLARIUMBALCONY01990 SFPATIO021333/4" UP FROM1ST FLRHB1T0.71CONNECT TO EXISTING DOMESTIC WATER SYSTEM.CONTRACTOR TO VERIFY IN FIELD. ADJUST NEW WATERLINE AS REQUIRED TO ALLOW FOR CONNECTION TOEXISTING WATER SYSTEM.KEYNOTES:2CONNECT TO EXISTING GAS SYSTEM. CONTRACTOR TOVERIFY IN FIELD. ADJUST NEW GAS LINE AS REQUIREDTO ALLOW FOR CONNECTION TO EXISTING GAS SYSTEM.3EXISTING HOSE BIBB TO REMAIN. PROTECT IN PLACE.P-3.3PLUMBING2ND FLOOR/ROOF PLANCOLD / HOT WATERAND NATURAL GAS10 3/16" = 1'-0"2'4'8'16'2ND FLOOR/ROOF PLANPROJECT:ARCHITECT:DEVELOPER:LOCATION:ISSUED DATE:PLOT DATE:ENGINEER:DRAFTER:SHEET NAME:SHEET NUMBER:PROJECT NUMBER:DESCRIPTIONDATENO.REVISIONSTHESE DESIGNS, DRAWINGS, ANDSPECIFICATIONS ARE THE EXCLUSIVEPROPERTY OF GOUVIS ENGINEERINGCONSULTING GROUP, AND ALLINFORMATION SHOWN IS CONFIDENTIALTO ALL RECIPIENTS AND NO PART OF THESEDRAWINGS CAN BE COPIED, TRANSFERED,OR REPRODUCED, NOR CAN ANYSTRUCTURES BE BUILT FROM THEMWITHOUT WRITTEN CONSENT OF GOUVISENGINEERING CONSULTING GROUPCOPYRIGHT GOUVIS ENGINEERINGCONSULTING GROUP 2008 ALL RIGHTSRESERVEDRESTRICTIVE NOTICE64613Glidewell ResidenceGlidewell Design Build GroupGlidewell Design Build Group2300 Mesa DriveNewport Beach, CA01/02/201811/20/2018NOT FOR BID ORCONSTRUCTION UPDNDN31 SFAV STORAGE011189 SFSTAIR C01223 SFELEVATOREQUIPMENT RM00931 SFELEVATOR00892 SFEQUIP RM007117 SFMEN'S RR003135 SFWOMEN'S RR005396 SFTHEATER010612 SFBAR002126 SFHALLWAY00619 SFSUMP PUMP RM00417 SFSUM PUMP RM0132X4 PLBGWALL NEEDED2" WCO4" GCOL1L1L1L1WC1WC1WC1WC1WC14" W2" W2" W2" W2" W1-1/2" V1-1/2" V1-1/2" V1-1/2" V4" W3" W2" V2" VFD1FD12" V UP TO1ST FLR2" W1-1/2" V2X6 PLBG WALL NEEDED3" WCO3" W2" W2" W1-1/2" V1-1/2" V2" W4" W3" W2" W2" W2" W3" W4" W4" W4" GCO1-1/2" V2" W1-1/2" V UPTO 1ST FLR1-1/2" V UPTO 1ST FLR1-1/2" V UP TO 1ST FLR1-1/2" V UP TO 1ST FLR1-1/2" V UP TO 1ST FLR2" W DNFROM 1ST FLR2" W DNFROM 1ST FLR3" W DNFROM 1ST FLR2" W DNFROM 1ST FLR2" W DN FROM 1ST FLR1-1/2" V UP TO1ST FLRCONNECT TO EXISTING WASTE. VERIFYLOCATION IN FIELD.3" V UP TO1ST FLR3" V2" W2" WCOSP1BS1BS1SP2FS1FS12" GCOCONNECT TO EXISTING WASTE.VERIFY LOCATION IN FIELD.2" V UPTO 1ST FLRBAR SINK TO DRAININDIRECTLY TO FLOOR SINKBAR SINK TO DRAININDIRECTLY TO FLOOR SINK3" W3" W3/4" CDDRAIN TO FS-1FS22" W2" W1-1/2" V1-1/2" V1-1/2" V1-1/2" V UPTO 1ST FLR1KEYNOTES:3" RD TO TERMINATE 6" ABOVE FINISHED FLOOR. DRAINTO EXISTING SITE STORM WATER CATCH BASIN.2ROUTE 3" DD THRU EXISTING ATTIC SPACE TOEXTERIOR. TERMINATE 6" ABOVE FINISHED FLOOR.DRAIN TO EXISTING SITE STORM WATER CATCH BASIN.P-3.4PLUMBINGBASEMENT FLOOR PLANWASTE / VENT PIPINGAND FAU CONDENSATE10 3/16" = 1'-0"2'4'8'16'BASEMENT FLOOR PLANPROJECT:ARCHITECT:DEVELOPER:LOCATION:ISSUED DATE:PLOT DATE:ENGINEER:DRAFTER:SHEET NAME:SHEET NUMBER:PROJECT NUMBER:DESCRIPTIONDATENO.REVISIONSTHESE DESIGNS, DRAWINGS, ANDSPECIFICATIONS ARE THE EXCLUSIVEPROPERTY OF GOUVIS ENGINEERINGCONSULTING GROUP, AND ALLINFORMATION SHOWN IS CONFIDENTIALTO ALL RECIPIENTS AND NO PART OF THESEDRAWINGS CAN BE COPIED, TRANSFERED,OR REPRODUCED, NOR CAN ANYSTRUCTURES BE BUILT FROM THEMWITHOUT WRITTEN CONSENT OF GOUVISENGINEERING CONSULTING GROUPCOPYRIGHT GOUVIS ENGINEERINGCONSULTING GROUP 2008 ALL RIGHTSRESERVEDRESTRICTIVE NOTICE64613Glidewell ResidenceGlidewell Design Build GroupGlidewell Design Build Group2300 Mesa DriveNewport Beach, CA01/02/201811/20/2018NOT FOR BID ORCONSTRUCTION DNDNDNDNUP1A3.13A4.2121114 SFSTAIR 01107640 SFKITCHEN10249 SFSTORAGE RM10880 SFSHOWER RM11080 SFSHOWER RM111105 SFLOGGIA10917'-9"A4.2131N.I.CA2.101A2.102A2.1113021 SFSOLARIUM10048 SFTRASH RM10317 SFMOP SINK RM10428 SFELEVATORLOBBY10631 SFELEVATOR105107 103(E)102B(E)102A102B104 106 108 111A 109 33'-11"11'-0"11'-0"100 0'-7 3/4"6'-2 1/4"8'-0"3'-6" 5'-2 1/2" 110A -0' - 0 1/8"100B102C102A1/8" / 1'-0" 1/4" / 1'-0"1/2" / 1'-0"-1' - 0"-0' - 10 7/8"-0' - 7 1/2"0' - 0"-0' - 9"10'-3 5/8"A6.032A6.0021/4" / 1'-0"1.2071.2041.2051.2031.2031.2181.2201.219POOL1A3.162A3.15A2.1123'-9 1/2"7'-1 7/8"1'-3 1/2"12'-0 1/8"12'-0 1/8"11'-1 7/8"12'-5 1/4" 1'-6 7/8"6'-5 7/8"10'-5 3/8"11'-11 3/8"12'-0 1/8"1.3101.311-0' - 4"1.2231.2231.2031.2031.2031.2031.204100P-0' - 2 1/4"3'-0"6'-2"18 SFELECTRICAL RM1122" V UP FROM BASEMENT FLR& 2" VTR2X4 PLBG WALLNEEDEDMS1S1S2HS1FD2 FS11-1/2" V1-1/2" V2" VTR1-1/2" V2" V1-1/2" V1-1/2" VTR1-1/2" VTR1-1/2" VTR1-1/2" V1-1/2" VTR1-1/2" VWC1WC1L1L1SH1SH11-1/2" VFD2FS13" VTR4" GCO(REFER TO BASEMENT PLAN FORLOCATION)GI12" VTR3/4" T&P DRAIN DISCHARGETO EXTERIOR OF BUILDING1-1/2" V11-1/2" VTR2" GW2" GW2" WCO3/4" IM-1 DISCHARGEDRAIN TO FS-11-1/2" V FROMBASEMENT FLR& 1-1/2" VTR3" RD & 3"ORD3" RD & 3"ORD3" RD & 3"ORD3" RD & 3" ORDFROM ROOF3" RD & 3" ORDFROM ROOF250 SQ. FT.250 SQ. FT.1000 SQ. FT.500 SQ. FT.11000 SQ. FT.3" RD &3"ORD3" RD & 3" ORDFROM ROOF1KEYNOTES:3" RD TO TERMINATE 6" ABOVE FINISHED FLOOR. DRAINTO EXISTING SITE STORM WATER CATCH BASIN.2ROUTE 3" DD THRU EXISTING ATTIC SPACE TOEXTERIOR. TERMINATE 6" ABOVE FINISHED FLOOR.DRAIN TO EXISTING SITE STORM WATER CATCH BASIN.P-3.5PLUMBING1ST FLOOR PLANWASTE / VENT PIPINGAND FAU CONDENSATE10 3/16" = 1'-0"2'4'8'16'1ST FLOOR PLANPROJECT:ARCHITECT:DEVELOPER:LOCATION:ISSUED DATE:PLOT DATE:ENGINEER:DRAFTER:SHEET NAME:SHEET NUMBER:PROJECT NUMBER:DESCRIPTIONDATENO.REVISIONSTHESE DESIGNS, DRAWINGS, ANDSPECIFICATIONS ARE THE EXCLUSIVEPROPERTY OF GOUVIS ENGINEERINGCONSULTING GROUP, AND ALLINFORMATION SHOWN IS CONFIDENTIALTO ALL RECIPIENTS AND NO PART OF THESEDRAWINGS CAN BE COPIED, TRANSFERED,OR REPRODUCED, NOR CAN ANYSTRUCTURES BE BUILT FROM THEMWITHOUT WRITTEN CONSENT OF GOUVISENGINEERING CONSULTING GROUPCOPYRIGHT GOUVIS ENGINEERINGCONSULTING GROUP 2008 ALL RIGHTSRESERVEDRESTRICTIVE NOTICE64613Glidewell ResidenceGlidewell Design Build GroupGlidewell Design Build Group2300 Mesa DriveNewport Beach, CA01/02/201811/20/2018NOT FOR BID ORCONSTRUCTION DNBEDROOMBEDROOMBEDROOMBEDROOMBEDROOMBEDROOMWASHERDRYERWASHERDRYERDNDNDNN.I.C201A849 SFOUTDOOR PATIO202201BOPEN TO BELOW454 SFSOLARIUMBALCONY01990 SFPATIO021RD1ORD1RD1ORD13" RD & 3" ORDDN TO 1ST FLR3" RD & 3" ORDDN TO 1ST FLR250 SQ. FT.250 SQ. FT.DD12DRAIN TO GUTTER PERARCHITECTURAL PLANSDD13" SDRD1ORD13" RD & 3" ORDDN TO 1ST FLR241 SQ. FT.1KEYNOTES:3" RD TO TERMINATE 6" ABOVE FINISHED FLOOR. DRAINTO EXISTING SITE STORM WATER CATCH BASIN.2ROUTE 3" DD THRU EXISTING ATTIC SPACE TOEXTERIOR. TERMINATE 6" ABOVE FINISHED FLOOR.DRAIN TO EXISTING SITE STORM WATER CATCH BASIN.P-3.6PLUMBING2ND FLOOR/ROOF PLANWASTE / VENT PIPINGAND FAU CONDENSATE10 3/16" = 1'-0"2'4'8'16'2ND FLOOR/ROOF PLANPROJECT:ARCHITECT:DEVELOPER:LOCATION:ISSUED DATE:PLOT DATE:ENGINEER:DRAFTER:SHEET NAME:SHEET NUMBER:PROJECT NUMBER:DESCRIPTIONDATENO.REVISIONSTHESE DESIGNS, DRAWINGS, ANDSPECIFICATIONS ARE THE EXCLUSIVEPROPERTY OF GOUVIS ENGINEERINGCONSULTING GROUP, AND ALLINFORMATION SHOWN IS CONFIDENTIALTO ALL RECIPIENTS AND NO PART OF THESEDRAWINGS CAN BE COPIED, TRANSFERED,OR REPRODUCED, NOR CAN ANYSTRUCTURES BE BUILT FROM THEMWITHOUT WRITTEN CONSENT OF GOUVISENGINEERING CONSULTING GROUPCOPYRIGHT GOUVIS ENGINEERINGCONSULTING GROUP 2008 ALL RIGHTSRESERVEDRESTRICTIVE NOTICE64613Glidewell ResidenceGlidewell Design Build GroupGlidewell Design Build Group2300 Mesa DriveNewport Beach, CA01/02/201811/20/2018NOT FOR BID ORCONSTRUCTION 2 NATURAL GAS TEE FITTING SEDIMENT TRAP3HOSE BIBB ON ROOF71ROOF DRAIN WITH OVERFLOW DRAIN5SHUT OFF VALVESEDIMENT TRAP SHALL BE EITHER A TEE FITTINGWITH A CAPPED NIPPLE IN THE BOTTOM OUTLET,OR OTHER DEVICE RECOGNIZED AS ANEFFECTIVE SEDIMENT TRAP.3" MINIMUM(NIPPLE)TO EQUIPMENT/CONTROLSFROM GAS SUPPLYCAPROOFINGIN PLASTIC CEMENTLEAD BASE SET4 LB. SHEETOVER BASE8"MIN.4 LB. SHEETLEAD12"MIN.SOLDERWATERTIGHTVENT(FOR SIZE SEE DWGS.)INCREASEONE PIPESIZEELECTRIC WATER HEATER DETAIL 101.VENT OR SEWER STACK 2.FACE OF WALL3.SANITARY TEE4.CHROME PLATED COVER &SCREW5.THREADED PLUG6.NO-HUB COOPLING STAINLESS STEEL COVER 7.DRAIN LINE1234567WALL CLEAN OUT (WCO)4FIN FLOORDISHWASHERAIRGAPFITTINGPOINT OF CONNECTIONTO DISHWASHERWASTEDISPOSALWASTEINLETKITCHEN SINK & DISHWASHER6CONDENSATE DRAIN TO LAVATORY TAILPIECE51298729" MIN. 27" MIN.3/4" CPVC/PVC, SLOPED2.@ 1/4" /FT SLIP-JOINT FITTING3.TRAP4.AREA CLEAR FOR HANDICAP5.FINISHED FLOOR6.WALL7.ESCUTCHEON PLATE8.3/4" CONDENSATE DRAIN IN9.WALL CPVC/PVCNOTE:SEE ARCHITECT'S DRAWINGFOR HANDICAP REQUIREMENTLAVATORY OR SINK.1.63489P-D.1PLUMBINGDETAILSPROJECT:ARCHITECT:DEVELOPER:LOCATION:ISSUED DATE:PLOT DATE:ENGINEER:DRAFTER:SHEET NAME:SHEET NUMBER:PROJECT NUMBER:DESCRIPTIONDATENO.REVISIONSTHESE DESIGNS, DRAWINGS, ANDSPECIFICATIONS ARE THE EXCLUSIVEPROPERTY OF GOUVIS ENGINEERINGCONSULTING GROUP, AND ALLINFORMATION SHOWN IS CONFIDENTIALTO ALL RECIPIENTS AND NO PART OF THESEDRAWINGS CAN BE COPIED, TRANSFERED,OR REPRODUCED, NOR CAN ANYSTRUCTURES BE BUILT FROM THEMWITHOUT WRITTEN CONSENT OF GOUVISENGINEERING CONSULTING GROUPCOPYRIGHT GOUVIS ENGINEERINGCONSULTING GROUP 2008 ALL RIGHTSRESERVEDRESTRICTIVE NOTICE64613Glidewell ResidenceGlidewell Design Build GroupGlidewell Design Build Group2300 Mesa DriveNewport Beach, CA01/02/201811/20/2018NOT FOR BID ORCONSTRUCTIONSUMP PIT DETAILSCH. 40 PVC SLEEVECOLD WATERHOT WATERINSULATIONNOTE:*WHEN PEX TUBING IS PLACED IN SOIL AND IS USED IN POTABLE WATERSYSTEM INTENDED TO SUPPLY DRINKING WATER TO FIXTURES OR APPLIANCES,AND TUBING OR PIPING SHALL BE SLEEVED WITH MATERIAL APPROVED FORPOTABLE WATER USE IN SOIL OR OTHER MATERIAL THAT IS IMPERMEABLE TOSOLVENTS OR PETROLEUM PRODUCTS. CPC TABLE 604.1 NOTE 2.PIPE PROTECTION METHOD20'-0"4" SUMP BASIN VENT TO ROOFAIRTIGHT SUMP PUMP BASIN COVER INSTALLEDIN COMPLIANCE WITH LISTING.3" BASIN VENT. SLOPE AT 2% TOWARDS BASIN.3" WASTE INLETSEE PLANS FOR CONTINUATION.MERCURY FLOAT SWITCH ASSEMBLY WITH ADJUASTABLE MOUNTING ROD.HIGH WATER LEVEL SHALL BE AT LEAST 2" BELOW LOWEST DRAIN INLETELEVATION.WALL MOUNTED PUMP CONTROL PANEL WITH AUDBLE ALARM & DRY4" CAST IRONDISCHARGE LINE(TYPICAL 2)FORMED CONCRETESUMP BASIN WITH6"1'-4"2"10"PUMPS OFFPUMP ONHIGH WATERALARM4" W INLETBASEMENT FLOORELEV = XX 20 GPMWATERPROOFMEMBRANE.GATE VALVETIGHT TO WALL(TYPICAL 2)CHECK VALVETIGHT TO WALL(TYPICAL 2)NOTES:123456789 (35 DFU)CONTACTS FOR REMOTE NOTIFICATION.POWER SUPPLY. FIELD VERIFY AND COORDINATE WITH ELECTRICALCONTRACTOR.CONNECT TO HORIZONTAL GRAVITY LINE, FROM THE TOP, WITH A WYE BRANCHFITTING. SEE PLANS FOR CONNECTION.41387956VENT THRU ROOF1ST FLOORROOF2ET1EWH12" DEEP MIN -18 GA WATER TIGHT ANDCORROSION RESISTANT DRAIN PANNOTES:1.PROVIDE SEISMIC STRAPS PER 2016 CBCREQUIREMENTS.2.STRAP WATER HEATERS AT POINTS WITHIN THE UPPER1/3 AND LOWER 1/3 OF ITS VERTICAL DIMENSION. THELOWER STRAP SHALL BE A MINIMUM 4" ABOVECONTROLS PER 2016 CPC SECTION 507.2.T&PDISCHARGEPIPE, ROUTE TO EXTERIOR OFBUILDING.THERMOMETERCHECK VALVE (TYP.)UNION (TYP.)CWHWCEILING OF FLOOR BELOWNOTES:SEISMIC S.O.V. MAY BE OMITTED IF INSTALLATION IS NOT REQUIRED BY LOCAL ORDINANCE.SIZING METHOD PER CPC SECTION 1216.1.2 & TABLE 1216.2(1)LONGEST PIPE RUN: 595'GAS SUPPLY PRESSURE: 7" WATER COLUMNSTORM WATER DRAINAGE PIPE SIZING TABLELOCATIONRAINFALL RATE (PER CPC TABLE D-1)PIPE SIZE2 INCHES PER HOUR (.021 GPM PER SQFT)MAXIMUM AREA FOR VERTICALPIPING (FT2)MAXIMUM AREA FOR HORIZONAL PIPING (FT2)1/8" / FT (1%) SLOPE1/4" / FT (2%) SLOPE1/2" / FT SLOPEC.P.C - TABLE 1101.8 AND TABLE 1101.122"3"4"5"6"8"10"1,440---4,4001,6442,3203,2889,2003,7605,3007,52017,3006,6809,44013,36027,00010,70015,10021,40058,00023,00032,60046,000-41,40058,40082,80012"-66,60094,000133,200NEWPORT BEACH18"MIN.HOSE BIBBON ROOFROOFINGCOLD WATER SUPPLY,SIZE PER PLAN.SECURE PIPE TO STRUCTURE AT A MINIMUMOF (2) PLACES FOR RIGIDITY.ROOFFLASHINGASSEMBLY10NATURAL GAS DIAGRAM EQUIPMENTSTORAGE TANKCEILING MOUNTEDEXHAUST FANHVAC FURNACEHVAC A/C UNITHVAC ACCESS PANEL----HVAC RETURN GRILLSA DIFFUSER--FAU-EF-STCU or HPOR HEAT PUMP820014x6DUCTWORK LEGENDSYMBOLDESCRIPTIONSYMBOLDESCRIPTIONMBDDUPDNA.D.12X24HFDFSDCTSPTSNT1FSTSSDHSMOTORIZED DAMPERMANUAL VOLUME DAMPEROPPOSED BLADE DAMPERBACKDRAFT DAMPEROFF-SET UP OR DOWNINTERNALLY LINED DUCTWORKBOTTOM OUTLET SUPPLYDIFFUSER-PATTERN AS SHOWNON PLANSSIDE OUTLET SUPPLY REGISTERBOTTOM INLET RETURN REGISTERSIDE INLET RETURN REGISTERFLEXIBLE CONNECTIONORIFICE PLATE IN DUCTELBOWS WITH TURNING VANESACCESS DOORRECTANGULAR TO ROUNDTRANSITIONRECTANGULAR OR FLATOVAL DUCTWORK SIZE, FIRSTNUMBER IS SIDE SHOWNCOIL HC - HEATING COILCC - COOLING COILPHC - PRE-HEAT COILRHC - RE-HEATFIRE DAMPERFIRE SMOKE DAMPERFILTERLOUVERFLEXIBLE DUCTWORKRECTANGULAR SUPPLY DUCT SECTIONOR SUPPLY DIFFUSERRECTANGULAR EXHAUST DUCTSECTION OR EXHAUST GRILLERECTANGULAR RETURN DUCT SECTIONOR RETURN GRILLROUND DUCT SECTIONAIR FLOW (SUPPLY)AIR FLOW (RETURN OR EXHAUST)AIR DEVICE MARKTHERMOSTATTHERMOSTAT SUSPENDEDPRESSURE DIFFERENTIAL SENSORSWITCHSMOKE DETECTORPOINT OF CONNECTION (P.O.C)POINT OF ORIGIN, WORK POINTDROPPED CEILINGTEMPERATURE SENSOR TRANSMITTERHUMIDITY SENSOR/TRANSMITTERDEW POINT/TEMPERATURETRANSMITTERKEYED NOTEFLOW SWITCHNECK SIZE (DIA.)AIR QUANTITY (CFM)DUCTWORK LEGENDSYMBOLDESCRIPTIONSYMBOLDESCRIPTIONMBDDUPDNA.D.12X24HFDFSDCTSPTSNT1FSTSSDHSMOTORIZED DAMPERMANUAL VOLUME DAMPEROPPOSED BLADE DAMPERBACKDRAFT DAMPEROFF-SET UP OR DOWNINTERNALLY LINED DUCTWORKBOTTOM OUTLET SUPPLYDIFFUSER-PATTERN AS SHOWNON PLANSSIDE OUTLET SUPPLY REGISTERBOTTOM INLET RETURN REGISTERSIDE INLET RETURN REGISTERFLEXIBLE CONNECTIONORIFICE PLATE IN DUCTELBOWS WITH TURNING VANESACCESS DOORRECTANGULAR TO ROUNDTRANSITIONRECTANGULAR OR FLATOVAL DUCTWORK SIZE, FIRSTNUMBER IS SIDE SHOWNCOIL HC - HEATING COILCC - COOLING COILPHC - PRE-HEAT COILRHC - RE-HEATFIRE DAMPERFIRE SMOKE DAMPERFILTERLOUVERFLEXIBLE DUCTWORKRECTANGULAR SUPPLY DUCT SECTIONOR SUPPLY DIFFUSERRECTANGULAR EXHAUST DUCTSECTION OR EXHAUST GRILLERECTANGULAR RETURN DUCT SECTIONOR RETURN GRILLROUND DUCT SECTIONAIR FLOW (SUPPLY)AIR FLOW (RETURN OR EXHAUST)AIR DEVICE MARKTHERMOSTATTHERMOSTAT SUSPENDEDPRESSURE DIFFERENTIAL SENSORSWITCHSMOKE DETECTORPOINT OF CONNECTION (P.O.C)POINT OF ORIGIN, WORK POINTDROPPED CEILINGTEMPERATURE SENSOR TRANSMITTERHUMIDITY SENSOR/TRANSMITTERDEW POINT/TEMPERATURETRANSMITTERKEYED NOTEFLOW SWITCHNECK SIZE (DIA.)AIR QUANTITY (CFM)AIR SYSTEM DESIGN CRITERIACITYNEWPORT BEACHCOUNTYORANGECLIMATE ZONE06SUMMER OUTDOOR DESIGN TEMP. (DRY-BULB)78 DEG FSUMMER COINCIDENT WET-BULB TEMP.68 DEG FSUMMER DAILY RANGE12 DEG FWINTER OUTDOOR DESIGN TEMP. (DRY BULB)41 DEG FSUMMER INDOOR DESIGN TEMP. (DRY BULB)75 DEG FWINTER INDOOR DESIGN TEMP. (DRY BULB)68 DEG FGENERAL NOTES1.MECHANICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH 2016 CALIFORNIAMECHANICAL CODE (CMC) AND ALL APPLICABLE LOCAL, STATE CODES ANDREGULATIONS WITH AMENDMENTS (LATEST EDITION).2.BEFORE SUBMITTING BID, CONTRACTOR SHALL SURVEY THE ENTIRE PROJECT SITE ANDBECOME THOROUGHLY FAMILIAR WITH ACTUAL EXISTING CONDITIONS. THE INTENT OFWORK IS SHOWN ON THE DRAWINGS AND DESCRIBED HEREIN. BY THE ACT OFSUBMITTING A BID PROPOSAL FOR WORK, THE CONTRACTOR SHALL BE DEEMED TOHAVE MADE SUCH A STUDY AND EXAMINATION AND TO ACCEPT ALL CONDITIONSPRESENT AT SITE. NO REQUEST FOR ADDITIONAL PAYMENT SHALL BE CONSIDEREDVALID, DUE TO CONTRACTOR FAILURE TO ALLOW IN COST ESTIMATE FOR CONDITIONSWHICH MAY EXIST.3.CONTRACTOR BID SHALL NOT BE LIMITED TO THE WORK SHOWN ON THE PLANS ANDSPECIFICATIONS. ALL PREMIUM OVERTIME COSTS, UTILITY CHARGES, COST FORTEMPORARY UTILITY SERVICES, ALL ALTERATION, ALL DEMOLITION AND EXTENSIONWORKS, PERMITS, INSPECTION FEES, MISCELLANEOUS CONTINGENCY COST, ETC.,SHALL BE INCLUDED IN BID.4.CONTRACTOR SHALL VERIFY ACTUAL EXISTING CONDITIONS AT SITE PRIOR TOSUBMITTING BID.5.ALL DIMENSIONS SHOWN ON THESE PLANS ARE APPROXIMATE, AND MUST BECONFIRMED ON SITE.6.ANY WORK TO BE PERFORMED MUST BE PLANNED IN ADVANCE. SCHEDULING SHALL BEDONE IN COOPERATION WITH CONSTRUCTION MANAGER. INCLUDE ALL PREMIUM TIMECHARGES IN BID TO COVER AFTER-HOURS AND WEEKEND WORK.7.THE CONTRACTOR SHALL COORDINATE HIS WORK HARMONIOUSLY WITH ALL TRADES.COORDINATE THE LOCATIONS OF ALL CEILING DIFFUSERS, REGISTERS AND GRILLESWITH THE ARCHITECTURAL CEILING PLAN, ELECTRICAL LIGHTING LAYOUT ANDARCHITECTURAL ROOM ELEVATIONS. ALL WORK SHALL BE IN ACCORDANCE WITH BESTCONSTRUCTION PRACTICES.8.THE CONTRACTOR SHALL FURNISH ALL MATERIAL, TOOLS, LABOR, ETC. TO INSTALL ACOMPLETE AND FUNCTIONING SYSTEM AS INDICATED ON DRAWINGS.9.THE CONTRACTOR SHALL REPORT TO THE CONSTRUCTION MANAGER IMMEDIATELY ANYINTERFERENCE BETWEEN TRADES OR WITH BUILDING OBSTRUCTIONS.10.PROVIDE SHOP DRAWINGS FOR ALL EQUIPMENT, DUCTWORK, PIPING, DAMPERS, ETC.AND SUBMIT IT TO THE CONSTRUCTION MANAGER FOR APPROVAL.11.ALL DUCTWORK SHALL BE CONSTRUCTED, ERECTED, AND SEALED IN ACCORDANCEWITH THE MOST RESTRICTIVE OF LOCAL REGULATIONS AND PROCEDURES DETAILED INASHRAE HANDBOOK OF FUNDAMENTALS OR THE APPLICABLE STANDARDS ADOPTED BYTHE SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION ANDTHE UNIFORM MECHANICAL CODE.12.ALL DUCT SIZES ARE CLEAR INSIDE SIZES. OBTAIN APPROVAL FROM CONSTRUCTIONMANAGER FOR SIZING OF ANY DUCTWORK, WHERE SIZES ARE NOT SHOWN ONDRAWINGS.13.MANUAL VOLUME DAMPERS SHALL BE PROVIDED IN ALL DUCT BRANCHES TO INDIVIDUALBOXES, DIFFUSERS, GRILLES AND REGISTERS AND SHALL BE LOCKED IN THE FINALPOSITION AFTER COMPLETION OF AIR BALANCE.14.TRANSVERSE AND LONGITUDINAL JOINTS FOR ALL SUPPLY AIR DUCTS SHALL BE SEALEDWITH APPROVED MASTIC PER SMACNA.15.COVER ALL WALLS, FLOOR, CEILING AND ROOF OPENINGS LEFT AS THE RESULT OF THEWORK. PROVISIONS SHALL BE MADE TO PROJECT PEOPLE FROM INJURY AND TOPROTECT EQUIPMENT FROM WEATHER.16.SEAL ALL PENETRATIONS THROUGH WALLS, CEILINGS, FLOOR, ETC. TO MAINTAIN THEFIRE RATING, AND BUILDING PRESSURIZATION.17.PROVIDE ANCHORAGE FOR ALL PIPING, DUCTWORK AND EQUIPMENT IN ACCORDANCEWITH THE LATEST EDITION OF GUIDELINES FOR SEISMIC RESTRAINTS OF MECHANICALSYSTEMS AND PLUMBING PIPING SYSTEMS PER SMACNA.18.ALL EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE EQUIPMENTMANUFACTURER'S RECOMMENDATIONS.19.ALL HVAC EQUIPMENT SHALL BE U.L. LISTED AND BEAR A U.L. LABEL.20.THE CONTRACTOR SHALL VERIFY THE INPUT VOLTAGE AND AMPERAGE (HORSEPOWER)RATING OF ALL EQUIPMENT PRIOR TO INSTALLATION.21.CONTRACTOR SHALL PROVIDE ALL SAFETY MATERIALS AND EQUIPMENT NOT LIMITED TOBARRIERS, SIGNS, LIGHTS, ETC.22.CONTRACTOR SHALL PROVIDE BARRICADE, SAFETY SIGNS AND OTHER DEVICES TOISOLATE WORK AREA DURING CONSTRUCTION, UPON CONSTRUCTION MANAGERAPPROVAL.23.CONTRACTOR SHALL REPAIR/PATCH AND WEATHER PROOF ANY OPENING CAUSED BYEQUIPMENT/PIPING INSTALLATION, AND SHALL PAINT WHERE NECESSARY.24.THE CONTRACTOR SHALL THOROUGHLY CLEAN THE UNITS, REMOVE ALL PACKINGLABELS, STICKERS AND ANY CRATING DEBRIS, AND LEAVE ALL INSTALLATION FINISHEDAND READY FOR OPERATION.25.AFTER COMPLETION, THE COMPLETE SYSTEM SHALL BE TESTED AND BALANCED. ANYADDITIONAL BALANCING DEVICES REQUIRED FOR PROPER BALANCING SHALL BEINSTALLED. PRIOR TO BALANCING ALL FILTERS SHALL BE REPLACED WITH NEW CLEANFILTERS PLACED IN THE RETURN GRILLES.26.UPON COMPLETION OF PROJECT AND PRIOR TO ACCEPTANCE OF THE WORK BY THECONSTRUCTION MANAGER, CONTRACTOR SHALL FURNISH TO HIM FOUR (4) COPIES OFOPERATION AND MAINTENANCE MANUAL OF EQUIPMENT BOUND IN BOOK FORM ANDINDEXED. MANUAL SHALL CONTAIN PARTS LIST, RECOMMENDED PERIODS OFINSPECTION, ETC., AND NAME, ADDRESS AND PHONE NUMBER OF ALL SUPPLIERS.27.THE CONTRACTOR SHALL PREPARE ONE (1) SET OF "RECORD DRAWINGS" PLANS ANDKEEP AT JOB SITE FOR REVIEW BY THE CONSTRUCTION MANAGER. ANY CHANGES FROMTHE DESIGN DRAWINGS SHALL BE NOTED WITH RED INK. UPON COMPLETION OFPROJECT THE CONTRACTOR SHALL SUBMIT THE PLANS TO THE CONSTRUCTIONMANAGER.28.COMPLETE INSTALLATION SHALL BE GUARANTEED, AND CONTRACTOR SHALL PROVIDE 1YEAR SERVICE, INCLUDING PARTS AND LABOR.29.THE CONTRACTOR SHALL FURNISH A TRAINED AND COMPETENT SERVICE ENGINEER TOINSTRUCT THE OPERATORS IN THE OPERATION AND MAINTENANCE OF THE SYSTEM.30.EACH SINGLE SYSTEM HEATING OR COOLING AIR IN EXCESS OF 2,000 CUBIC FEET PERMINUTE SHALL BE EQUIPPED WITH AN AUTOMATIC SHUTOFF ACTIVATED BY SMOKEDETECTORS PER 2016 CMC SECTION 608.31.ROUTING AND TERMINATION OF FLUE AND COMBUSTION AIR INTAKE FOR EACH HEATINGUNIT SHALL COMPLY WITH CH 8. AND CH 7 OF CMC 2016 AND WITH MANUFACTURER'SSPECIFICATIONS. PROVIDE MANUFACTURER'S SPECIFICATIONS AND INSTALLATIONSINSTRUCTIONS TO VERIFY COMPLIANCE.32.AT THE TIME OF ROUGH INSTALLATION AND DURING STORAGE ON THE CONSTRUCTIONSITE UNTIL FINAL STARTUP OF THE HEATING, COOLING AND VENTILATING EQUIPMENT,ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENING SHALL BECOVERED WITH TAPE, PLASTIC, SHEET METAL OR OTHER METHODS ACCEPTABLE TOTHE ENFORCING AGENCY TO REDUCE THE AMOUNT OF DUST, WATER AND DEBRISWHICH MAY ENTER THE SYSTEM. (CAL GREEN SECTION: 4.504.1)33.BATHROOM EXHAUST FANS SHALL BE ENERGY STAR COMPLIANT AND DUCTED TOTERMINATE OUTSIDE THE BUILDING.34.UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM,BATHROOM EXHAUST FANS MUST BE CONTROLLED BY A HUMIDITY CONTROL, WHICHSHALL BE CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF 50 TO80% (SEC 4.506.1)35.DRYER VENTS SHALL BE EQUIPPED WITH BACK-DRAFT DAMPERS PER SECTION 504.0CMC.36.SCREENS/LOUVERS SHALL NOT BE INSTALLED A DRYER VENT TERMINATIONS PER SEC504.3.1 CMC.37.FLEXIBLE CLOTHES DRYER TRANSITION DUCTS SHALL NOT BE CONCEALED WITHCONSTRUCTION.38.EXHAUST DUCT FOR TYPE 1 DRYERS SHALL COMPLY WITH SECTION 905.4 CMC.39.FURNACES, BOILERS, AND WATER HEATERS LOCATED WITHIN THE HOME’S PRESSUREBOUNDARY ARE MECHANICALLY DRAFTED OR DIRECT-VENTED. AS AN EXCEPTION,NATURALLY DRAFTED EQUIPMENT IS ALLOWED IN CLIMATE ZONES 1-3. FOR NATURALLYDRAFTED FURNACES, BOILERS, AND WATER HEATERS, THE RATER HAS FOLLOWEDRESNET OR BPI COMBUSTION SAFETY TEST PROCEDURES AND MET THE SELECTEDSTANDARD’S LIMITS FOR DEPRESSURIZATION, SPILLAGE, DRAFT PRESSURE, AND COCONCENTRATION IN AMBIENT AIR, AS WELL AS A CO CONCENTRATION IN THE FLUE OF ≤25 PPM.40.VENTILATION SYSTEM DESIGNED AND INSTALLED SHALL MEET ASHRAE 62.2REQUIREMENTS.41.ALL THERMOSTATS IN EACH DWELLING UNIT ARE OCCUPANT CONTROLLED SMARTTHERMOSTATS(OCST) WITH COMMUNICATION CAPABILITIES ENABLED TO RECEIVE ANDRESPOND TO DEMAND RESPONSE SIGNALS. AN OCST IS A SETBACK THERMOSTAT WITHCOMMUNICATION CAPABILITIES THAT ENABLE THE OCCUPANT TO RECEIVE DEMANDRESPONSE RELATED MESSAGES AND RESPOND TO THOSE SIGNALS BY AUTOMATICADJUSTMENT OF THE THERMOSTAT SETPOINT AS DESCRIBED IN JOINT APPENDIX JA5SUBJECT TO OCCUPANT PARTICIPATION). ENABLING COMMUNICATIONS CAPABILITIESREQUIRES THAT THE OCST HAS ONE OF THE FOLLOWING: ONBOARD COMMUNICATIONSCAPABILITIES, AN INSTALLED COMMUNICATIONS MODULE FOR OCSTs WITH REMOVABLECOMMUNICATIONS MODULES(S), OR AN INSTALLED COMMUNICATIONS GATEWAY FOR ANOCST WHERE AN EXTERNAL GATEWAY IS REQUIRED FOR COMMUNICATIONS. OCST MUSTBE CERTIFIED BY THE ENERGY COMMISSION TO MEET THE REQUIREMENTS DESCRIBEDIN THE JOINT APPENDIX JA5.MECHANICAL SHEET INDEXNO.SHEETDESCRIPTIONREMARKS1M-0.1GENERAL NOTES AND LEGENDS-2M-0.2EQUIPMENT SCHEDULES-3M-3.1HVAC BASEMENT FLOOR PLAN-4M-3.2HVAC 1ST FLOOR PLAN-5M-3.3HVAC 2ND FLOOR/ROOF PLAN-6MD-1MECHANICAL DETAILS-MVDRVDBDDCFMHSPFdBARSRLHPFCSDLAUPDRSQFTFDADEFOSARASANAT GASACCESS DOORBACKDRAFT DAMPERCUBIC FEET PER MINUTEA-WEIGHTED DECIBELEXHAUST FANFIRE DAMPERHEATING SEASONAL ERFORMANCEFACTORLAUNDRY ROOMREMOTE OPERATED DAMPERRETURN AIRNATURAL GASMANUAL VOLUME DAMPEROUTSIDE AIRREFRIGERANT SUCTIONREFRIGERANT LIQUIDHEAT PUMPFAN COILSMOKE DETECTORPOWDER ROOMSQUARE FEETSUPPLY AIRABBREVIATIONSM-0.1GENERAL NOTES & LEGENDSPROJECT:ARCHITECT:DEVELOPER:LOCATION:ISSUED DATE:PLOT DATE:ENGINEER:DRAFTER:SHEET NAME:SHEET NUMBER:PROJECT NUMBER:DESCRIPTIONDATENO.REVISIONSTHESE DESIGNS, DRAWINGS, ANDSPECIFICATIONS ARE THE EXCLUSIVEPROPERTY OF GOUVIS ENGINEERINGCONSULTING GROUP, AND ALLINFORMATION SHOWN IS CONFIDENTIALTO ALL RECIPIENTS AND NO PART OF THESEDRAWINGS CAN BE COPIED, TRANSFERED,OR REPRODUCED, NOR CAN ANYSTRUCTURES BE BUILT FROM THEMWITHOUT WRITTEN CONSENT OF GOUVISENGINEERING CONSULTING GROUPCOPYRIGHT GOUVIS ENGINEERINGCONSULTING GROUP 2008 ALL RIGHTSRESERVEDRESTRICTIVE NOTICE64613Glidewell ResidenceGlidewell Design Build GroupGlidewell Design Build Group2300 Mesa DriveNewport Beach, CA01/02/201811/20/2018NOT FOR BID ORCONSTRUCTION FAN SCHEDULEEFLOCATIONCFMSTATICPRESS.(IN. W.G.)MOTORWATTSHPRPMVOLT.-PH.-CY.MANUFACTURER & MODELOPTIONS-ACCESSORIESSERVICEEQUIPMENTNO.NOTES:VERIFY WITH ARCHITECT/OWNER FOR EXACT MODEL NUMBER BEFORE ROUGH-IN.SONESCEILINGEFRRESTROOM0.126.4----150120-1-60BACK DRAFT DAMPERCONTROLLED BY SWITCHOPER. WT. = 11.5 LBSAIRKINGAK1500.3SWITCH INTERLOCK WITH LIGHTOR EQUALCEILINGEFBRESTROOM0.126.4----80120-1-60BACK DRAFT DAMPERBUILT IN HUMIDITY SENSOR OPER. WT. = 11.5 LBSAIRKINGAK800.3CONTROLLED BY SWITCHOR EQUALSIDE WALLEFKKITCHEN1.150-1.511752750208-3-60BACK DRAFT DAMPERCAPTIVEAIRDU180HFA14.8OR EQUALROOFSFKKITCHEN0.5-110902340208-3-60BACK DRAFT DAMPERCAPTIVEAIRA2-20D11.8OR EQUALWEIGHT: 174 LBSWEIGHT: 549 LBSSPLIT SYSTEM HEAT PUMP - OUTDOOR UNIT SCHEDULEEQUIPMENTNO.ELECTRICALVOLT.-PH.-CY.HEATINGCAPACITY(BTU/HR)C.O.P.COOLINGCAPACITY(BTU/HR)SEER/EERLIQUIDREFRIG. PIPINGVAPORMINIMUMCIRCUIT AMPSMAXIMUMFUSESIZESERVICEMANUFACTURER & MODELCUOPERATINGWEIGHT(LBS)COMMENTSSPLIT SYSTEM HEAT PUMP - INDOOR UNIT SCHEDULESUPPLYEXT.S.P.(IN. W.G.)ELECTRICALVOLT.-PH.-CY.CFMMIN. O.A.AIR CFMCOOLING CAPACITY(BTU/HR.)HEAT PUMPHEATING CAPACITY(BTU/HR.)BACKUP ELECTR.RESIST. HEATINGKWMBHMCASERVICEEQUIPMENTNO.MANUFACTURER& MODELOPERATINGWEIGHT(LBS)BASEMENT123456-60,00060,00016 / 12.5208/230-1-603/8"28CA16NW06000GBACARRIER401767/8"BASEMENT184260,00067,00075.3/82.4FX4DNF061***CARRIER6000.6---201208/230-1-60NOTES:PROVIDE ALL REQUIRED MATERIALS & INSULATEDREFRIGERANT LINES FOR COMPLETE INSTALLATION, SIZE RS/RLPIPING PER MANUFACTURERS GUIDELINES.1PROVIDE REQUIRED ACCESS TO INDOOR UNIT PER CMC.PROVIDE PROGRAMMABLE ROOM THERMOSTAT FOR EACH FAUUNIT.23PROVIDE CONTROL WIRING, CONDUIT, ETC. FOR A COMPLETE ANDOPERABLE SYSTEM.PROVIDE SECONDARY CONDENSATE DRAIN PAN FOR ALL DXCOILS.PROVIDE MERV 8 FILTER AT RETURN AIR PLENUMCONNECTION TO UNIT.456NOTES:PROVIDE ALL REQUIRED MATERIALS & INSULATEDREFRIGERANT LINES FOR COMPLETE INSTALLATION, SIZE RS/RLPIPING PER MANUFACTURERS GUIDELINES.1PROVIDE REQUIRED ACCESS TO INDOOR UNIT PER CMC.PROVIDE PROGRAMMABLE ROOM THERMOSTAT FOR EACH FAUUNIT.23PROVIDE CONTROL WIRING, CONDUIT, ETC. FOR A COMPLETE ANDOPERABLE SYSTEM.PROVIDE SECONDARY CONDENSATE DRAIN PAN FOR ALL DXCOILS.PROVIDE MERV 8 FILTER AT RETURN AIR PLENUMCONNECTION TO UNIT.456COMMENTS123456FC---FC60CU60FC60SINGLE CIRCUITCU60M-0.2EQUIMENT SCHEDULESPROJECT:ARCHITECT:DEVELOPER:LOCATION:ISSUED DATE:PLOT DATE:ENGINEER:DRAFTER:SHEET NAME:SHEET NUMBER:PROJECT NUMBER:DESCRIPTIONDATENO.REVISIONSTHESE DESIGNS, DRAWINGS, ANDSPECIFICATIONS ARE THE EXCLUSIVEPROPERTY OF GOUVIS ENGINEERINGCONSULTING GROUP, AND ALLINFORMATION SHOWN IS CONFIDENTIALTO ALL RECIPIENTS AND NO PART OF THESEDRAWINGS CAN BE COPIED, TRANSFERED,OR REPRODUCED, NOR CAN ANYSTRUCTURES BE BUILT FROM THEMWITHOUT WRITTEN CONSENT OF GOUVISENGINEERING CONSULTING GROUPCOPYRIGHT GOUVIS ENGINEERINGCONSULTING GROUP 2008 ALL RIGHTSRESERVEDRESTRICTIVE NOTICE64613Glidewell ResidenceGlidewell Design Build GroupGlidewell Design Build Group2300 Mesa DriveNewport Beach, CA01/02/201811/20/2018NOT FOR BID ORCONSTRUCTIONAIR DISTRIBUTION SCHEDULENECK SIZECFMMAX. NECKVELOCITYN.C.TYPEDAMPERWT LBSREMARKSMFR. & MODEL #SYM.6"OV./4FT(L)PRICE SDS10020LINEAR SLOT0-160-1", 2-SLOT, SDB PLENUM15400.06RANGEMAX.DROPS.P.ENERGY RECOVERY VENTILATORCAPACITYFAN SPEEDTEMPERATURE RECOVERY EFFICIENCY MFR. & MODEL #SYM.1200 CFMMITSUBISHI@208V 695-1012-1200 CFM(FAN SPEED: LOW-HIGH-EXTRA HIGH)ERV-LGH-F1200RX5-E1@230V 824-1200-1200 CFM@208V 75-68-67%@230V 73-67-67%(LOW-HIGH-EXTRA HIGH)EXTERNAL STATIC PRESSURE (IN. W.G.)(FAN SPEED: LOW-HIGH-EXTRA HIGH)@208V 0.20-0.43-0.43@230V 0.20-0.43-0.75ERV UNIT ELECTRICAVPHHZ208-230160MCA7.1MOCP15NET WEIGHT265 LBSDIMANSIONSINCHES31-7/16H x 48-1/2W x 45-1/16DOPTIONS-ACCESSORIESCONTROL BY CO2 CENSOR --SDS100 HVAC GENERAL NOTESHVAC KEY NOTESNOT USED.RUN 3/4" PRIMARY CONDENSATE LINE TO THE LAVATORY TAILPIECE.PROVIDE CONDENSATE PUMP. USE OVERFLOW SWITCH FOR SECONDARYCONDENSATE LINE. COORDINATE WITH THE PLUMBER.NOT USED.6" EXHAUST DUCT UP THRU ROOF.EXHAUST OUTLET TERMINATES 3' AWAY FROM OPENINGS INTO THEBUILDING AND 3' AWAY FROM THE PROPERTY LINE. SEE CIVIL DRAWINGSFOR PROPERTY LINE DETAILS.PROVIDE RS/RL PIPING SIZE PER MANUFACTURER'S GUIDELINES. ROUTEFROM REMOTE CONDENSATE UNIT TO FAN COIL.NOT USED.1.REFER TO DRAWING M-0.1 FOR LEGENDS, SYMBOLS, ABBREVIATIONS &GENERAL NOTES.2.REFER TO DRAWING M-0.2 FOR EQUIPMENT SCHEDULES.3.REFER TO DRAWINGS MD-1 FOR MECHANICAL DETAILS.4.COORDINATE EXACT ROUTING OF DUCTWORK WITH STRUCTURAL ANDALL OTHER TRADES, ROUTING SHOWN IS SCHEMATIC ONLY.5.PROVIDE CAN AND DUCT COLLAR AS REQUIRED FOR ALL GRILLES ANDDIFFUSERS.6.OPENINGS IN THE ROOF SHALL NOT BE LOCATED WITHIN 5 FEET (1,524MM) OF THE 1-HOUR FIRE-RESISTANCE-RATED EXTERIOR WALL FORGROUPS R AND U AND 10 FEET (3,048 MM) OR OTHER OCCUPANCIES,MEASURED FROM THE INTERIOR SIDE OF THE WALL. (CBC 705.11.4.3).7.PROVIDE A MINIMUM OF 100 SQ. IN FREE AREA OPENING(S) INTOLAUNDRY ROOM FOR MAKE-UP AIR AS REQUIRED BY CODE (CMC504.3.2).8.FIRE SEAL ALL PENETRATIONS AS REQUIRED BY CODE.9.FIRE DAMPER RATINGS SHALL BE IN ACCORDANCE WITH 717.3.2.1THROUGH 717.3.2.4. FIRE DAMPERS SHALL HAVE THE MINIMUM FIREPROTECTIONS RATING SPECIFIED IN TABLE 717.3.2.1 FOR TYPES OFPENETRATION.10.FOR CEILING HEIGHTS SEE ARCHITECTURAL DRAWINGS.11.DRYER VENTS SHALL BE EQUIPPED WITH BACK-DRAFT DAMPERS(SECTION 504.0 CMC).12.CEILING SUPPLY DIFFUSER:13.RELIABLE PRODUCTS C4M OR APPROVED EQUAL. CEILING RETURNDIFFUSER: RELIABLE PRODUCTS GFX OR APPROVED EQUAL.14.THE FLUE DUCT FOR SEALED COMBUSTION WATER HEATER ISSIDE-WAL DISCHARGE. 3 FEET AWAY FROM OPENINGS INTO THEBUILDING AND 5' AWAY FROM THE PROPERTY LINE. SEE CIVILDRAWINGS FOR PROPERTY LINE DETAILS.15.IF HUMIDISTAT IS REQUIRED, LOCATE IT ADJACENT TO THERMOSTAT.16."REGISTERED' COPY OF THE CF-2R FORMS SHALL BE SUBMITTEDPRIOR TO FINAL INSPECTION, SIGNED BY HERS RATER, FOR FIELDVERIFICATION AND DIAGNOSTIC TESTING.17.WHEN LOCAL EXHAUST FANS ARE USED FOR "CONTINUOUS" WHOLEBUILDING VENTILATION, THE LOCAL EXHAUST FAN SWITCH SHALL BEPERMITTED AS AN OVERRIDE CONTROL. (SECTION 4.3 ASHRAE 62.2)1234567BEAM #8CCCP1.3031.3041.3021.303TYPGWB9' - 0" A.F.FGWB11' - 0" A.F.FGWB7' - 0" A.F.FGWB7' - 0" A.F.F1.3101.3091.309UPDNDNA6.0311A4.2021A4.2022A6.043T1T2T3T4T5011 003 004 005 007 008012 T0.9T0.7T4.8T5.4T5.51.2011.2001.203013 -14' - 0"1.2036"ØREFREF60FC60FC6"Ø8"Ø22X822X822X822X822X822X822X822X822X822X822X814X812x814x812x8SIDE WALL DIFFUSER6160SDS1006160SDS1006160SDS1006160SDS1006160SDS1006160SDS1006160SDS1006160SDS1006160SDS1006160SDS1006160SDS1006160SDS1006160SDS1006160SDS1006160SDS1006160SDS1006160SDS1006160SDS1006160SDS1006160SDS1006160SDS1006160SDS1006160SDS1006160SDS100SUPPLY PLENUMRETURN PLENUMCONNECT 14" FRESH AIRDUCT TO EACH FANCOIL'S RETURN PLENUM.PROVIDE MANUALVOLUME DAMPER FOREACH FRESH AIR DUCT.14"Ø36"X30"RETURN GRILL336"Ø6"Ø6"Ø6"Ø6"Ø6"Ø6"Ø6"Ø6"Ø6"Ø6"Ø6"Ø6"Ø6"Ø6"Ø6"Ø6"Ø6"Ø6"Ø6"Ø6"Ø6"Ø6"Ø6"ØM-3.1HVACBASEMENT FLOOR PLAN10 3/16" = 1'-0"2'4'8'16'BASEMENT FLOOR PLANPROJECT:ARCHITECT:DEVELOPER:LOCATION:ISSUED DATE:PLOT DATE:ENGINEER:DRAFTER:SHEET NAME:SHEET NUMBER:PROJECT NUMBER:DESCRIPTIONDATENO.REVISIONSTHESE DESIGNS, DRAWINGS, ANDSPECIFICATIONS ARE THE EXCLUSIVEPROPERTY OF GOUVIS ENGINEERINGCONSULTING GROUP, AND ALLINFORMATION SHOWN IS CONFIDENTIALTO ALL RECIPIENTS AND NO PART OF THESEDRAWINGS CAN BE COPIED, TRANSFERED,OR REPRODUCED, NOR CAN ANYSTRUCTURES BE BUILT FROM THEMWITHOUT WRITTEN CONSENT OF GOUVISENGINEERING CONSULTING GROUPCOPYRIGHT GOUVIS ENGINEERINGCONSULTING GROUP 2008 ALL RIGHTSRESERVEDRESTRICTIVE NOTICE64613Glidewell ResidenceGlidewell Design Build GroupGlidewell Design Build Group2300 Mesa DriveNewport Beach, CA01/02/201811/20/2018NOT FOR BID ORCONSTRUCTION HVAC GENERAL NOTESHVAC KEY NOTESNOT USED.RUN 3/4" PRIMARY CONDENSATE LINE TO THE LAVATORY TAILPIECE.PROVIDE CONDENSATE PUMP. USE OVERFLOW SWITCH FOR SECONDARYCONDENSATE LINE. COORDINATE WITH THE PLUMBER.NOT USED.6" EXHAUST DUCT UP THRU ROOF.EXHAUST OUTLET TERMINATES 3' AWAY FROM OPENINGS INTO THEBUILDING AND 3' AWAY FROM THE PROPERTY LINE. SEE CIVIL DRAWINGSFOR PROPERTY LINE DETAILS.PROVIDE RS/RL PIPING SIZE PER MANUFACTURER'S GUIDELINES. ROUTEFROM REMOTE CONDENSATE UNIT TO FAN COIL.NOT USED.1.REFER TO DRAWING M-0.1 FOR LEGENDS, SYMBOLS, ABBREVIATIONS &GENERAL NOTES.2.REFER TO DRAWING M-0.2 FOR EQUIPMENT SCHEDULES.3.REFER TO DRAWINGS MD-1 FOR MECHANICAL DETAILS.4.COORDINATE EXACT ROUTING OF DUCTWORK WITH STRUCTURAL ANDALL OTHER TRADES, ROUTING SHOWN IS SCHEMATIC ONLY.5.PROVIDE CAN AND DUCT COLLAR AS REQUIRED FOR ALL GRILLES ANDDIFFUSERS.6.OPENINGS IN THE ROOF SHALL NOT BE LOCATED WITHIN 5 FEET (1,524MM) OF THE 1-HOUR FIRE-RESISTANCE-RATED EXTERIOR WALL FORGROUPS R AND U AND 10 FEET (3,048 MM) OR OTHER OCCUPANCIES,MEASURED FROM THE INTERIOR SIDE OF THE WALL. (CBC 705.11.4.3).7.PROVIDE A MINIMUM OF 100 SQ. IN FREE AREA OPENING(S) INTOLAUNDRY ROOM FOR MAKE-UP AIR AS REQUIRED BY CODE (CMC504.3.2).8.FIRE SEAL ALL PENETRATIONS AS REQUIRED BY CODE.9.FIRE DAMPER RATINGS SHALL BE IN ACCORDANCE WITH 717.3.2.1THROUGH 717.3.2.4. FIRE DAMPERS SHALL HAVE THE MINIMUM FIREPROTECTIONS RATING SPECIFIED IN TABLE 717.3.2.1 FOR TYPES OFPENETRATION.10.FOR CEILING HEIGHTS SEE ARCHITECTURAL DRAWINGS.11.DRYER VENTS SHALL BE EQUIPPED WITH BACK-DRAFT DAMPERS(SECTION 504.0 CMC).12.CEILING SUPPLY DIFFUSER:13.RELIABLE PRODUCTS C4M OR APPROVED EQUAL. CEILING RETURNDIFFUSER: RELIABLE PRODUCTS GFX OR APPROVED EQUAL.14.THE FLUE DUCT FOR SEALED COMBUSTION WATER HEATER ISSIDE-WAL DISCHARGE. 3 FEET AWAY FROM OPENINGS INTO THEBUILDING AND 5' AWAY FROM THE PROPERTY LINE. SEE CIVILDRAWINGS FOR PROPERTY LINE DETAILS.15.IF HUMIDISTAT IS REQUIRED, LOCATE IT ADJACENT TO THERMOSTAT.16."REGISTERED' COPY OF THE CF-2R FORMS SHALL BE SUBMITTEDPRIOR TO FINAL INSPECTION, SIGNED BY HERS RATER, FOR FIELDVERIFICATION AND DIAGNOSTIC TESTING.17.WHEN LOCAL EXHAUST FANS ARE USED FOR "CONTINUOUS" WHOLEBUILDING VENTILATION, THE LOCAL EXHAUST FAN SWITCH SHALL BEPERMITTED AS AN OVERRIDE CONTROL. (SECTION 4.3 ASHRAE 62.2)1234567DNDN114 SFSTAIR 01107640 SFKITCHEN10249 SFSTORAGE RM10880 SFSHOWER RM11080 SFSHOWER RM111105 SFLOGGIA10917'-9"A2.1023021 SFSOLARIUM10048 SFTRASH RM10317 SFMOP SINK RM10428 SF106T1T2T3T431 SFELEVATOR105107 103(E)102B(E)102A102B104 106 108 111A 109 33'-11"11'-0"11'-0"100 0'-7 3/4"6'-2 1/4"8'-0"3'-6" 5'-2 1/2" 110A 100B102C102A1/8" / 1'-0" 1/4" / 1'-0"1/2" / 1'-0"-1' - 0"-0' - 10 7/8"-0' - 7 1/2"0' - 0"-0' - 9"T0.9T0.7T4.8A6.0321/4" / 1'-0"1.2071.2041.2051.2031.2031.2181.220POOLA2.1123'-9 1/2"1.3101.311-0' - 4"1.2231.2231.2031.2031.2031.2031.204-0' - 2 1/4"3'-0"6'-2"18 SFELECTRICAL RM112BEFBEF18"Ø14"Ø14"Ø-ERVINSPECTION OPENINGCOMBINE TWO SUPPLYDUCTS INTO 14" DUCT.18"X18"FRESH AIR DUCTEXHAUST AIR DUCTCOMBINE TWO RETURNDUCTS INTO 14" DUCT.7716"X16"16"X16"M-3.2HVAC1ST FLOOR PLAN10 3/16" = 1'-0"2'4'8'16'1ST FLOOR PLANPROJECT:ARCHITECT:DEVELOPER:LOCATION:ISSUED DATE:PLOT DATE:ENGINEER:DRAFTER:SHEET NAME:SHEET NUMBER:PROJECT NUMBER:DESCRIPTIONDATENO.REVISIONSTHESE DESIGNS, DRAWINGS, ANDSPECIFICATIONS ARE THE EXCLUSIVEPROPERTY OF GOUVIS ENGINEERINGCONSULTING GROUP, AND ALLINFORMATION SHOWN IS CONFIDENTIALTO ALL RECIPIENTS AND NO PART OF THESEDRAWINGS CAN BE COPIED, TRANSFERED,OR REPRODUCED, NOR CAN ANYSTRUCTURES BE BUILT FROM THEMWITHOUT WRITTEN CONSENT OF GOUVISENGINEERING CONSULTING GROUPCOPYRIGHT GOUVIS ENGINEERINGCONSULTING GROUP 2008 ALL RIGHTSRESERVEDRESTRICTIVE NOTICE64613Glidewell ResidenceGlidewell Design Build GroupGlidewell Design Build Group2300 Mesa DriveNewport Beach, CA01/02/201811/20/2018NOT FOR BID ORCONSTRUCTION HVAC GENERAL NOTESHVAC KEY NOTESNOT USED.RUN 3/4" PRIMARY CONDENSATE LINE TO THE LAVATORY TAILPIECE.PROVIDE CONDENSATE PUMP. USE OVERFLOW SWITCH FOR SECONDARYCONDENSATE LINE. COORDINATE WITH THE PLUMBER.NOT USED.6" EXHAUST DUCT UP THRU ROOF.EXHAUST OUTLET TERMINATES 3' AWAY FROM OPENINGS INTO THEBUILDING AND 3' AWAY FROM THE PROPERTY LINE. SEE CIVIL DRAWINGSFOR PROPERTY LINE DETAILS.PROVIDE RS/RL PIPING SIZE PER MANUFACTURER'S GUIDELINES. ROUTEFROM REMOTE CONDENSATE UNIT TO FAN COIL.NOT USED.1.REFER TO DRAWING M-0.1 FOR LEGENDS, SYMBOLS, ABBREVIATIONS &GENERAL NOTES.2.REFER TO DRAWING M-0.2 FOR EQUIPMENT SCHEDULES.3.REFER TO DRAWINGS MD-1 FOR MECHANICAL DETAILS.4.COORDINATE EXACT ROUTING OF DUCTWORK WITH STRUCTURAL ANDALL OTHER TRADES, ROUTING SHOWN IS SCHEMATIC ONLY.5.PROVIDE CAN AND DUCT COLLAR AS REQUIRED FOR ALL GRILLES ANDDIFFUSERS.6.OPENINGS IN THE ROOF SHALL NOT BE LOCATED WITHIN 5 FEET (1,524MM) OF THE 1-HOUR FIRE-RESISTANCE-RATED EXTERIOR WALL FORGROUPS R AND U AND 10 FEET (3,048 MM) OR OTHER OCCUPANCIES,MEASURED FROM THE INTERIOR SIDE OF THE WALL. (CBC 705.11.4.3).7.PROVIDE A MINIMUM OF 100 SQ. IN FREE AREA OPENING(S) INTOLAUNDRY ROOM FOR MAKE-UP AIR AS REQUIRED BY CODE (CMC504.3.2).8.FIRE SEAL ALL PENETRATIONS AS REQUIRED BY CODE.9.FIRE DAMPER RATINGS SHALL BE IN ACCORDANCE WITH 717.3.2.1THROUGH 717.3.2.4. FIRE DAMPERS SHALL HAVE THE MINIMUM FIREPROTECTIONS RATING SPECIFIED IN TABLE 717.3.2.1 FOR TYPES OFPENETRATION.10.FOR CEILING HEIGHTS SEE ARCHITECTURAL DRAWINGS.11.DRYER VENTS SHALL BE EQUIPPED WITH BACK-DRAFT DAMPERS(SECTION 504.0 CMC).12.CEILING SUPPLY DIFFUSER:13.RELIABLE PRODUCTS C4M OR APPROVED EQUAL. CEILING RETURNDIFFUSER: RELIABLE PRODUCTS GFX OR APPROVED EQUAL.14.THE FLUE DUCT FOR SEALED COMBUSTION WATER HEATER ISSIDE-WAL DISCHARGE. 3 FEET AWAY FROM OPENINGS INTO THEBUILDING AND 5' AWAY FROM THE PROPERTY LINE. SEE CIVILDRAWINGS FOR PROPERTY LINE DETAILS.15.IF HUMIDISTAT IS REQUIRED, LOCATE IT ADJACENT TO THERMOSTAT.16."REGISTERED' COPY OF THE CF-2R FORMS SHALL BE SUBMITTEDPRIOR TO FINAL INSPECTION, SIGNED BY HERS RATER, FOR FIELDVERIFICATION AND DIAGNOSTIC TESTING.17.WHEN LOCAL EXHAUST FANS ARE USED FOR "CONTINUOUS" WHOLEBUILDING VENTILATION, THE LOCAL EXHAUST FAN SWITCH SHALL BEPERMITTED AS AN OVERRIDE CONTROL. (SECTION 4.3 ASHRAE 62.2)1234567DN201A849 SFOUTDOOR PATIO202201BA6.003OPEN TO BELOW11' - 0"17' - 0"1.2121.2141.2141.2171.2151.2141.2141.2110' - 0"8' - 5"1.2101.2101.2101.2101.2151.2168" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0" 8" / 1'-0"8" / 1'-0" 8" / 1'-0" 8" / 1'-0"8" / 1'-0"1.221454 SFSOLARIUMBALCONY01990 SFPATIO02160CUKEFKSF60CU2266M-3.3HVAC2ND FLOOR PLAN10 3/16" = 1'-0"2'4'8'16'2ND FLOOR / ROOF PLANPROJECT:ARCHITECT:DEVELOPER:LOCATION:ISSUED DATE:PLOT DATE:ENGINEER:DRAFTER:SHEET NAME:SHEET NUMBER:PROJECT NUMBER:DESCRIPTIONDATENO.REVISIONSTHESE DESIGNS, DRAWINGS, ANDSPECIFICATIONS ARE THE EXCLUSIVEPROPERTY OF GOUVIS ENGINEERINGCONSULTING GROUP, AND ALLINFORMATION SHOWN IS CONFIDENTIALTO ALL RECIPIENTS AND NO PART OF THESEDRAWINGS CAN BE COPIED, TRANSFERED,OR REPRODUCED, NOR CAN ANYSTRUCTURES BE BUILT FROM THEMWITHOUT WRITTEN CONSENT OF GOUVISENGINEERING CONSULTING GROUPCOPYRIGHT GOUVIS ENGINEERINGCONSULTING GROUP 2008 ALL RIGHTSRESERVEDRESTRICTIVE NOTICE64613Glidewell ResidenceGlidewell Design Build GroupGlidewell Design Build Group2300 Mesa DriveNewport Beach, CA01/02/201811/20/2018NOT FOR BID ORCONSTRUCTION MD-1HVACDETAILSD.TD.TPROJECT:ARCHITECT:DEVELOPER:LOCATION:ISSUED DATE:PLOT DATE:ENGINEER:DRAFTER:SHEET NAME:SHEET NUMBER:PROJECT NUMBER:DESCRIPTIONDATENO.REVISIONSTHESE DESIGNS, DRAWINGS, ANDSPECIFICATIONS ARE THE EXCLUSIVEPROPERTY OF GOUVIS ENGINEERINGCONSULTING GROUP, AND ALLINFORMATION SHOWN IS CONFIDENTIALTO ALL RECIPIENTS AND NO PART OF THESEDRAWINGS CAN BE COPIED, TRANSFERED,OR REPRODUCED, NOR CAN ANYSTRUCTURES BE BUILT FROM THEMWITHOUT WRITTEN CONSENT OF GOUVISENGINEERING CONSULTING GROUPCOPYRIGHT GOUVIS ENGINEERINGCONSULTING GROUP 2008 ALL RIGHTSRESERVEDRESTRICTIVE NOTICE64613Glidewell ResidenceGlidewell Design Build GroupGlidewell Design Build Group2300 Mesa DriveNewport Beach, CA01/02/201811/20/2018NOT FOR BID ORCONSTRUCTIONCENTRAL AIR FAN COIL UNITS INSTALLED IN A CLOSET MUST BE ACCESSIBLE FOR ROUTINE INSPECTIONAND MAINTENANCE BY THE OWNER/OCCUPANT AND FOR SERVICE AND REPAIR AS NEEDED. CHANGINGFILTERS, LUBRICATING MOTOR AND FAN BEARINGS, AND CHECKING BELT TENSION ARE NORMAL OWNERFUNCTIONS. SUFFICIENT WORKING SPACE ON THE CONTROL SIDE ENCOURAGES AND FACILITATESMAINTENANCE.RELATED CODESR.A. PLENUMLINED W/1"DUCT LINERFLOORMETAL BAFFLELINED SHEETFLEXIBLECONNECTIONPUMPTO APPROVEDCOND. DRAINACOUSTICALPLATFORMFILTERLININGWALLFRONT ACCESS DOORCEILINGNOTE:PROVIDE 1 1/2" SHEET METAL STRAPS FASTENED TO FURNACE & PLATFORM FOR SEISMIC BRACING(TYP. AT 4 CORNERS OFFAN COIL UNIT)TO SUPPLY AIRDISTRIBUTIONRA GRILLERETURN DUCT TO PLENUM ORRETURN AIR THRU RA GRILLE. SEEPLAN DWGS.INLET FOR OUTSIDE AIR INTAKECLOSET FAN COIL UNIT INSTALLATION SCALE: NONEHEAT PUMP CLEARANCES (CARRIER) SCALE: NONEUNIT OUTLINE(TYP. UNITS)UNIT-STRUT RAIL(PROVIDED BY OTHERS)9" (TYP.)VIBRATION SPRINGISOLATOR(TYP.)18" (TYP.)6" (TYP.)8" (TYP.)CONDENSING UNITREFRIG.GA.CONN.SIGHT GLASS WITH MOISTUREINDICATORSUCTION LINE WITHINSULATIONCONDUIT - POWER ANDCONTROLREFRIGERANT LIQUID LINEFAN GUARDFILTER-DRYERUNISTRUT RAILVIBRATION ISOLATORSCONDENSER COIL(TYP.)CONDENSING UNITADJACENT CONDENSING UNIT MOUNTED ON LOW SLOPE ROOF DETAILSCALE: NONEWALL12"6"24"12"(609.6 mm)(152.4 mm)(304.8 mm)SERVICE(304.8 mm)HEAT PUMP UNIT CLEARANCES MODELAWALL24"(609.6 mm)SERVICE24"(609.6 mm)SERVICE24"(609.6 mm)SERVICEAA