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MBA 2017-0001 PGA West Fitness Center Remodel (03.29.2017)e OFF 44 March 29, 2017 Mr. Stephan Stephanoff The DBK Group 49-499 Eisenhower Drive, Suite K La Quinta, CA 92253 SUBJECT: MODIFICATION BY APPLICANT 2017-0001, PGA WEST FITNESS CENTER REMODEL Dear Mr. Stephanoff: The Design and Development Department has reviewed your request for a modification to the approved and existing Fitness Center remodeling project at PGA West, consisting of interior remodeling and changes to the building entrance. The design change results in minor changes to the elevations and will not change the overall building footprint of the Fitness Center. It has been determined that said plan modifications are minor, will not result in a significant change in the project as approved by the decision -making authority, and comply with the spirit and intent of the Specific Plan for PGA West, as amended. Therefore, the design modification is approved, subject to the following conditions of approval: This approval is for the Fitness Center remodel only. All references on the plans to the sunken tennis court, pool, open bar and stage are stricken from the plan, are not a part of this approval, and will be separately considered under a Site Development Permit and Conditional Use Permit being processing separately. 2. The applicant shall submit Building Permit application to the Building Division and secure demolition and/or building permit approval prior to the initiation of any work on the existing building. If you have any questions, please contact me directly at (760) 777-7132, or via email at ncriste@la-quinta.org. Sincerely, Nicole • • c: Building Public Works 78495 Colle Tampico I La Quinto I California 92253 1 760.777.7000 1 www.Lo-Quinta.org 11 A 1upp, ROW" r7l"w NO- ■.�'-�•�""�_ GOVERNING CODES ac - » ho P. y Y �*. /-'� . *4 jw+d* OL W 17, rk � �1 r r f _ Y 'W.-YF' -_ ��t iu° - ��.r _ .. � - •- MF= � ''_` - - ,""vats - ` a_ i se - .,r r >r a , Y � - at+�e } ... -. 1„.�`'• � _ '�°� a .�- _� Y rL slam i Al LIZs _. --, - - �,- , •_,W - r•.r,'• r �i,' -'f.:' _ w I.°_L•. L O�.,u'-J •1"b....,��Ta _ - -....� _ r • ,ems -. •_' L. _ xr!', ..3- :.r s•'� y . ,-�, ,�.�1� - - .Y•+7,'- >�:'� - � < - � z Y.�-. .+r-• °r"`t: •_ -.,1 . - _r �wnir*- : � . �� s .�y��,r � _ _ _ - �,�; a u. � R • �•_• - a'-` t SCOPE OF WORK APPLICABLE CODES: I TO IMPROVE AN EXISTING FITNESS CENTER BY REMODELING AN EXISTING BUILDING, TO REMOVE THE EXISTING SUNKEN THESE PLANS SHALL COMPLY W/ THE LOCAL MUNICIPAL CODE AND 2013 EDITION OF THE GRASS TENNIS COURT TO TRANSFORM INTO A MEMBERS ONLY POOL, SPLASH PAD FOR KIDS, AN OPEN BAR AND LEISURE CALIFORNIA BUILDING CODE WHICH ADOPTS THE 2013 IBC, 2013 CIVIC, 2013 CPC AND THE FACILITY. TO IMPROVE THE EXISTING WALK -WAY AND SIDE WAYS ACCORDINGLY TO THE PROPOSED SITE AND FLOOR PLANS. 2013 CEC AND CALIFORNIA AMENDMENTS TO CREATE AN STAGE AND A NEW PUTTING GREEN COURSE. CODES: BUILDING CODE: ..................................................................................................................................... 2013 CALIF. BUILDING CODE (C.B.C.) ELECTRICAL CODE:................................................................................................................................. 2013 CALIF. ELECTICAL CODE (C.E.C. MECHANICAL CODE:DEFERRED ............................................................................................................................... 2013 CALIF. MECHANICAL CODE (C.M.C.) SUBMITTALS PLUMBING CODE: ................................................................................................................................... 2013 CALIF. PLUMBING CODE (C.P.C.) ENERGY CODE (TITLE 24 - PART 6): ...................................................................................................... 2023 CALIF. ENERGY STANDARDS ACCESSIBILITY CODE: ........................................................................................................................... 2013CALIF. BUILDING CODE - CHAPTER 11 1. FIRE SPRINKLERS WHEN OCCURS GREEN CODE (TITLE 24 - PART 11):..................................................................................................... 2013 CALIF. GREEN BUILDING STANDARDS (C.G.C.) 2. FIRE ALARM SYSTEM WHEN OCCURS FIRECODE: .............................................................................................................................................. 2013 CALIF. FIRE CODE (C.F.C.) SEE GREEN CODE NON-RESIDENTIAL CHECKLIST ON PAGE G-2.0 FOR MANDATORY MEASURES. G.C. & SUB -CONTRACTORS TO COMPLY WITH APPLICABLE MEASURES. SEE ALSO NOTES ON FLOOR PLAN GENERAL &CONSTRUCTION NOTES 1. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, GOVERNMENTAL FEES AND LICENSES REQUIRED FOR PROPER COMPLETION OF THE WORK. THE CONTRACTOR SHALL REQUEST ALL INSPECTIONS REQUIRED BY LOCAL GOVERNMENT AGENCIES AND COORDINATE HIS WORK ACCORDINGLY. THE CONTRACTOR WILL BE REIMBURSED ALL PERMIT FEES BY THE CLIENT. 2. ALL REQUESTS FOR CLARIFICATION OF THESE DRAWINGS SHALL BE DIRECTED TO STEENO DESIGN STUDIO, INC. IN WRITING. 3. THE CONTRACTOR SHALL FAMILIARIZE THEM SELF WITH ALL EXISTING CONDITIONS PRIOR TO SUBMITTING HIS BID, AND NOTIFY THE DESIGNER OF ANY PROBLEMS OF COMPATIBILITY BETWEEN THE NEW AND EXISTING CONSTRUCTION. ALL BIDS SHALL INCLUDE APPLICABLE TAXES, DELIVERY, AND INSTALLATION CHARGES. 4. THE CONTRACTOR SHALL FURNISH ALL LABOR MATERIALS EQUIPMENT,ETC..REQUIRED TO COMPETE THE CONSTRUCTION OR INSTALLATION OF ALL ITEMS REQUIRED FOR A COMPLETE INSTALLATION, UNLESS DESIGNATED N.I.C.(NOT IN CONTRACT) CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE BUILDING CODES AND GOVERNMENTAL REGULATIONS. 5. ALL WORK SHALL BE DONE IN QUALITY WORKMANSHIP LIKE MANNER UTILIZING (UNLESS OTHERWISE NOTED) ONLY NEW HIGH QUALITY MATERIALS CONSISTENT WITH SPECIFICATIONS AS INDICATED. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE BUILDING CODESAND GOVERNMENTAL REGULATIONS. 6. THE CONTRACTOR TO MAINTAIN THE PUBLIC RIGHT OF WAYS, SIDEWALKS, BASEMENT AREAS, CORRIDORS ETC.EFFECTED THE CONSTRUCTION FREE OF SOIL, DEBRIS, TRASH, ETC. ON A DAILY BASIS, CLEAR EGRESS SHALL BE MAINTAINED AT ALL BUILDING TENANTS, THEIR EMPLOYEES, AND GUESTS. 7. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE CONSTRUCTION SITE FREE FROM ACCUMULATION OF WASTE, MATERIALS, OR RUBBISH CAUSED BY HIS OPERATION. AT THE COMPLETION OF HIS WORK, HE SHALL CLEAN ALL GLASS SURFACES, AND LEAVE THE WORK "BROOM CLEAN". ALL CARPETS ARE TO BE VACUUMED CLEAN. 8. THE CONTRACTOR SHALL TAKE ALL REASONABLE PRECAUTIONS FOR THE SAFETY OF, AND SHALL PROVIDE ALL REASONABLE PROTECTION TO PREVENT DAMAGE, INJURY OR LOSS TO: A. ALL PERSONS EMPLOYED FOR THE WORK AND ALL OTHER PERSONS WHO MAY BE AFFECTED THEREBY. B. ALL EMPLOYEES OF THE OWNER/TENANT WHO MAY BE AFFECTED THEREBY C. ALL COMPLETED WORK, MATERIALS AND EQUIPMENT TO BE INCORPORATED THEREIN WHICH IS IN THE CARE, CUSTODY, OR CONTROL OF THE CONTRACTOR. D. ALL EXISTING CONSTRUCTION AND PROPERTY AT SITE OR ADJACENT THERETO ANY DAMAGE TO SHALL BE REPAIRED/REPLACED TO THE SATISFACTION OF THE DESIGNER AT THE CONTRACTOR'S EXPENSE. 9. ALL CONSTRUCTION MATERIALS SHALL BE STORED PROPERLY WITHIN THE DESIGNATED AREAS THAT ARE AUTHORIZED BY THE BUILDING OWNER, TENANT, OR DESIGNER. 10. DELIVERY OF MATERIALS AND REMOVAL OF DEBRIS IS TO BE COORDINATED AND SCHEDULED AS AGREED UPON BY THE BUILDING OWNER/MANAGER. 11.BEFORE DRILLING /BORING/CUTTING ANY HOLES IN THE CONCRETE SLAB OR EXISTING BUILDING STRUCTURE, THE CONTRACTOR SHALL OBTAIN PERMISSION FROM THE BUILDING OWNER OR HIS REPRESENTATIVE FOR EACH SEPTIC LOCATION OF SAME. ALL DRILLING/BORING/CUTTING PERTAINING TO OCCUPIED SPACES WILL BE REQUIRED TO BE COMPLETED BETWEEN 8.00 AM AND 5.00 PM ON NORMAL WORKING HOURS AND DAYS DUE TO THE OCCUPANCY OF THE OTHER TENANTS. 12. WHERE WORK OR EQUIPMENT IS INDICATED N.I.C. (NOT IN CONTRACT) ON THE DRAWINGS SUCH WORK AND/OR EQUIPMENT SHALL BE PROVIDED BY OTHERS, CONTRACTOR SHALL COORDINATE AND COOPERATE TO AFFECT SUCH INSTALLATION. FINISH NOTES 1. ALL FINISH MATERIALS TO BE APPLIED PER MANUFACTURER'S SPECIFICATIONS. 2. ALL WALLS TO BE "FACE -MASKED" AT THE CEILING LINE. 3. PREP ALL FLOORS AS REQUIRED. 4. ALL MATERIALS ARE TO COMPLY WITH THE HEALTH DEPARTMENT REQ'S. 5. DRYWALL SUB TO PROVIDE AND INSTALL ALL NECESSARY BACKING AND BRACING FOR CABINET & MILLWORK. 6. DRYWALL SUB TO FINISH ALL NEW & EXISTING PAINTED WALL FOR NEW FINISHES. 7. DRYWALL SUB TO SKIM COAT, SAND SMOOTH, & FINISH ALL NEW & EXISTING WALLS, COLUMNS, SILLS, & HEADERS READY FOR NEW FINISHES. FLOOR COVERING NOTES 1. FLASH PATCH ALL AREAS WHERE FLOOR IS NOT LEVEL OR TRUE PRIOR TO FLOORING INSTALLATIONS. 2. PROVIDE AND INSTALL SPECIFIED COVE BASE FOR RESILIENT TILE FLOOR AREAS, UNLESS OTHERWISE NOTED. 3. PROVIDE AND INSTALL ALL TILE FLOORING IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS INSTRUCTIONS. ALL TILE TO BE LAID WITH PATTERN DESIGN RUNNING IN ONE DIRECTION UNLESS OTHERWISE NOTED. PAINT, WALL COVERING, & WINDOW COVERING NOTES 1. ALL PAINT SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS FOR THE PARTICULAR SURFACE MINIMUM OF TWO COATS SHALL BE APPLIED TO ACHIEVE FULL COVERAGE. 2. WALL COVERING CONTRACTOR TO COORDINATE ALL WALL COVERING APPLICATION IN OR ON CABINET WORK WITH CABINET CONTRACTOR. CABINET/MILLWORK NOTES 1. ALL WOODWORK BLOCKING GROUNDS, ROUGH BUCKS AND MISCELLANEOUS BLOCKING TO BE FIREPROOFED IN ACCORDANCE WITH LOCAL MUNICIPAL CODES. 2. CABINET CONTRACTOR SHALL COORDINATE SETTING OF ALL NECESSARY BLOCKING IN CONJUNCTION WITH HIS WORK. 3. WHERE ELECTRICAL WORK IS SPECIFIED IN CONJUNCTION WITH CABINET WORK, LAMPS, FIXTURES ARE TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR. CUTOUTS FOR SWITCHES, OUTLETS, ETC.. AS REQUIRED ARE BY THE CABINET CONTRACTOR AND TO BE COORDINATED WITH THE ELECTRICAL CONTRACTOR. VICINITY MAP AVENUE 54 - 4 TANGLEWODD NORTH m� � � TpNGLEW D U O P�NENv ` Ju -PROJECT o LOCATION STRUCTURAL O ARUN, INC. STRUCTURAL ENGINEERING CONSULTANT 4711 S. AMETHYST DR., CHANDLER, AZ. 85249 PH: (480) 619-6619 FAX: (480) 248-2747 CIVIL CUBIT ENGINEERING 16490 WALNUT STREET, SUITE B-3 HESPERIA, CA. 92345 PH: (760) 244-2247 MECHANICAL & PLUMBING 114,20,11) US D 0-1y Building Systems Design Group HVAC / PLUMBING / FIRE PROTECTION 285 WEST SUNNY SANDS RD. CATHLAMET, WA 98612 PH: (360) 849-4342 FAX: (360) 849-4346 ARCHITECTURAL & LANDSCAPE E C/) O D E S I G N S T U D I O THOMAS R. STEENO ARCHITECT* LIC. #C26448 11774 HESPERIA RD. o SUITE B-1 o HESPERIAo CA. 92345 (760) 244-5001 FAX: (760) 244-1948 o SDSTEENO@VERIZON.NET INTERIOR DESIGN ELECTRICAL r�ALINAS III LECTRICAL L- DESI GN SALINAS ELECTRICAL DESIGN 17255 YUCCA RD., APPLE VALLEY, CA 92307 PH/FAX: (760) 240-4575 T24 COMPLIANCE aim a &I 10687 Lincoln Ave, Hesperia Ca 92345 PHONE: (760) 662-3726 PGA WEST S P 0 R T C L U B PROJECT DATA ZONE: RL OCCUPANCY'S: A-2/13 CONSTRUCTION TYPE: SZ- B STORIES: 1 STORY FIRE SPRINKLERS - CBC 506.3: N/A SITE ADDRESS: 55955 PGA BLVD. LA QUINTA, CA A.P.N. 775-22-27 (POR. LOT 4) APPLICANT: THE DBK GROUP 49-499 EISENHOWER DR. LA QUINTA, CA 92253 PH: (442) 666-4508 ARCHITECT / REPRESENTATIVE: LEGAL DESCRIPTION: STEENO DESIGN STUDIO, INC. TRA. 020-025 ARCHITECT: TOM STEENO SEC. 16 21 T.6S R.7E 11774 HESPERIA RD. SUITE B-1 PH: 760.244.5001 FX: 760.244.1948 SHEET INDEX SHEET# GENERAL INFORMATION G-0 COVER SHEET & PROJECT INFORMATION G-1 GENERAL NOTES G-2 CALIFORNIA MANDATORY GREEN CODE A-0 SITE PLAN A-1 FLOOR PLAN & DEMOLITION PLAN A-2 EXTERIOR ELEVATIONS A-3 BUILDING CROSS SECTIONS A-4 BUILDING CROSS SECTIONS & INTERIOR ELEVATIONS A-5 ROOF PLAN A-6 REFLECTIVE CEILING PLAN & WINDOW/DOOR SCHEDULE EG-1 EGRESS & OCCUPANCY PLAN AC-1 ACCESSIBILITY NOTES & DETAILS S-1 FOUNDATION & STRUCTURAL PLAN S-2 ROOF FRAMING PLAN S-3 STRUCTURAL NOTES SD-1 FOUNDATION DETAILS SD-2 STRUCTURAL DETAILS M-1 MECHANICAL FLOOR PLAN M-2 MECHANICAL SCHEDULE M-3 MECHANICAL ROOF PLAN M-4 MECHANICAL GENERAL NOTES E-1 ELECTRICAL SPECIFICATIONS PLAN E-2 ELECTRICAL POWER PLAN E-3 ELECTRICAL LIGHTING PLAN E-4 ELECTRICAL ROOF PLAN E-5 ELECTRICAL SCHEDULE P-1 PLUMBING PLAN T-1 T24 - ENERGY CALCULATIONS T-2 T24 - ENERGY CALCULATIONS F,o- U (D Z in Z O v _ CO N Z M Z a U rn Q E o w N O O Z U) o Hw 'D 2 WL7 X ma LULL W W F o � zwoLo° W c •^/ O N V d N - U C,m 0 3 W w w z 3 - w p w 27-T d c Q O 0 CO LU x D J DATE FINISHED MARCH 2O17 THESE PLANS SHALL COMPLY WITH THE 2013 CALIFORNIA BUILDING CODE WHICH ADOPTS THE 2016 CMC, 2016 CPC 2016 CEC 2016 CGC 2016 CRG� AND THE 2016 ENERGY STANDARDS THESE DOCUMENTS AND THE DESIGN AND IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF A PROFESSIONAL SERVICE, ARE THE SOLE PROPERTY OF STEENO DESIGN STUDIO INC. ANY USE, IN WHOLE OR IN PART FOR WHICH THEY WERE NOT PROVIDED SHALL BE UNLAWFUL �SEQ ARC y/ G� S R•ST��F` * -26448 N� \Q 9161 of CAL a pSo LL O z(if� �0� a m N ~ � v Zw C)�a_ JOB NO. C15-160 SHEET NAME: COVER SHEET PROJECT INFORMATION PAGE G-0 OF S H T S DIVISION 1. GENERAL REQUIREMENTS DIVISION 6. CARPENTRY DIVISION 8. DOORS, WINDOWS AND GLASS: DIVISION 11. ELECTRICAL (N.E.C.) DIVISION 12. MANDATORY FEATURES 1. WORK PERFORMED A. THESE GENERAL NOTES, ETC. 1. ALL LUMBER SHALL BE GRADE MARKED AND CONFORM WITH THE STANDARD GRADING AND 1. EXTERIOR DOORS, DOORS BETWEEN HOUSE AND GARAGE, WINDOWS AND THEIR HARDWARE 1. ALL WORK SHALL BE IN FULL ACCORDANCE WITH ALL CODES: RULES AND REGULATIONS OF 1. NON-RESIDENTIAL INSULATION VALUES FOR ROOF FLOORS AND WALLS SHALL NOT EXCEED VALUES SET FORTH IN SECTION 120.7(2016 CEC) FOR ASSEMBLY TYPES DESCRIBED THEREIN. B. CALIFORNIA BUILDING CODE, 2016 EDITION DRESSING RULES (NUMBER 16) OF THE WEST COAST LUMBER INSPECTION BUREAU. SHALL CONFORM TO THE SECURITY PROVISIONS OF CHAPTER 67 OF THE BUILDING CODE. GOVERNING AGENCIES AND SHALL COMPLY WITH THE REQUIREMENTS OF THE SERVING POWER CALCULATIONS FOR MINIMUM REQUIREMENTS ON INSULATING FACTOR, SEE PLAN. C. ALL APPLICABLE LOCAL AND STATE CODES, ORDINANCES AND REGULATIONS. A. A SINGLE SWINGING DOOR, ACTIVE LEAF OF A PAIR OF DOORS AND THE BOTTOM AND PHONE COMPANIES. 2. INFILTRATION CONTROL: DOORS AND WINDOWS BETWEEN CONDITIONED AND UNCONDITIONED D. ALL F.H.A. STANDARD REQUIREMENTS, IF APPLICABLE. MINIMUM GRADES: LEAF OF DUTCH DOORS SHALL BE EQUIPPED WITH A LATCH AND A DEAD BOLT KEY OPERATED FROM THE OUTSIDE. DEAD BOLT SHALL HAVE A HARDENED INSERT 1" 2. THE CONTRACTOR SHALL VERIFY AVAILABILITY OF SERVICES AND DETERMINE ACTUAL DETAILS SPACES SHALL BE FULLY WEATHER STRIPPED. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, 2. ON SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF A. STUDS: CALIFORNIA DOUGLAS FIR (D.F.) MINIMUM THROW AND 5/8" MINIMUM EMBED INTO JAMB. IF LATCH HAS A KEY LOCKING PERTAINING TO EXACT LOCATIONS AND REQUIREMENTS BEFORE SUBMITTING A BID. UPON BETWEEN WALL SOLE PLATE AND FLOORS AND BETWEEN EXTERIOR WALL PANELS: OPENINGS IN THE ATTIC FLOOR AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPES SHALL BE CAULKED OR THE SUBCONTRACTOR. B. PLATE STOCK: HEM/FIR COAST GRADE FEATURE IT SHALL BE A DEAD LATCH TYPE. RECEIPT OF NOTICE THAT ELECTRICAL CONTRACT HAS BEEN AWARDED, SUCCESSFUL BIDDER OTHERWISE SEALED TO LIMIT INFILTRATION. MANUFACTURED DOORS AND WINDOWS SHALL BE CERTIFIED NOTE: DIMENSIONS TAKE PRECEDENCE OVER SCALE. C. POST & BUILT-UP STUDS: DOUGLAS FIR #1 B. INACTIVE LEAP OF A PAIR OF DOORS OR UPPER LEAF OF DUTCH DOOR SHALL HAVE SHALL NOTIFY POWER AND TELEPHONE SERVING UTILITY COMPANIES OF THE ESTIMATED DATE AND LABELED INDICATING THAT THEY MEET THE APPROPRIATE STANDARDS LISTED IN TABLE 2-53V OF THE 3. THE BUILDING DESIGN MEETS THE REQUIREMENTS OF TITLE 24, PART 2, CHAPTER 2-53. D. JOISTS, RAFTERS & BEAMS 4" OR LESS: DOUGLAS FIR #2 DEAD BOLT AS PER PARAGRAPH "A" NOT KEY OPERATED, OR HARDENED DEAD WHEN SERVICE SHALL BE DESIRED. CEC RESIDENTIAL STANDARDS. OUTLET PLATE GASKETS REQUIRE UL LISTED. 4. INSULATION INSTALLER SHALL POST IN A CONSPICUOUS LOCATION IN THE BUILDING A E. BEAMS 6" AND GREATER: DOUGLAS FIR #1 BOLT TOP AND BOTTOM WIDTH 1/2" EMBED. C. SWINGING WOOD DOOR(S) SHALL NOT BE LESS THAN 1 3/8" THICK. 3. ALL MATERIALS AND EQUIPMENT FURNISHED AND INSTALLED UNDER THIS SECTION SHALL BE 3. FAN OR OTHER EXHAUST SYSTEMS EXHAUSTING AIR FROM THE BUILDING TO THE OUTSIDE SHALL BE CERTIFICATE SIGNED BY THE INSTALLER AND THE BUILDER STATING THAT THE INSTALLATION GUARANTEED BY THE CONTRACTOR FOR A PERIOD OF ONE YEAR FROM THE DATE OF PROVIDED WITH BACK -DRAFT DAMPERS OR AUTOMATIC DAMPERS TO PREVENT AIR LEAKAGE. CONFORMS WITH THE REQUIREMENTS OF TITLE 24, PART 2, CHAPTER 2-53, AND THE MATERIALS 2. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY WITHIN 8" OF GRADE TO BE PRESSURE D. PANELS OF WOOD DOORS SHALL BE 9/16" THICK AND NOT MORE THAN 300 SQ. INCHES. ACCEPTANCE OF THE WORK BY THE OWNER. 4. MASONRY AND FACTORY -BUILT FIREPLACES SHALL HAVE THE FOLLOWING: TIGHT FITTING INSTALLED CONFORM WITH HE REQUIREMENTS OF TITLE 20, CHAPTER 2, SUBCHAPTER 4, TREATED WEST COAST DOUGLAS FIR OR FOUNDATION GRADE REDWOOD OR EQUAL. CLOSEABLE METAL OR GLASS DOORS COVERING THE ENTIRE OPENING OF THE FIREBOX ARTICLE 3. E. DOOR HINGE PINS ACCESSIBLE FROM THE OUTSIDE SHALL BE NON -MOVABLE. (THIS REQUIREMENT MAY BE OMITTED IF SUCH DOORS WOULD INTERFERE WITH DEVICES F. DOOR STOPS OF WOOD JAMBS OF IN -SWINGING DOORS SHALL BE ONE PIECE 4. ALL EQUIPMENT INSTALLED OUTDOORS AND EXPOSED TO WEATHER CONDITIONS SHALL BE PERMANENTLY INSTALLED IN THE FIREPLACE WHICH ARE DESIGNED TO INCREASE THE 5. THE BUILDER SHALL PROVIDE THE ORIGINAL OCCUPANT A LIST OF THE HEATING, COOLING, 3. ALL ROOF SHEATHING TO BE DOUGLAS FIR PLYWOOD CONFORMING TO PRODUCT STANDARD CONSTRUCTION OR JOINED BY RABBET. WATERPROOF AND G.F.I. PROTECTED. CIRCULATION OF HEAT), A COMBUSTION AIR INTAKE TO DRAW AIR FROM THE OUTSIDE OF WATER HEATING, AND LIGHTING SYSTEMS AND CONSERVATION OR SOLAR DEVICES INSTALLED IN 24/0 #NER108 STAMPEDE A.P.A. G. WINDOWS AND DOOR LIGHTS WITHIN 24" OF VERTICAL DOOR EDGE OR SWING SHALL THE BUILDING DIRECTLY INTO THE FIREBOX WHICH IS AT LEAST 6 SQUARE INCHES IN AREA THE BUILDING AND INSTRUCTIONS ON HOW TO USE THEM EFFICIENTLY. BE FULLY TEMPERED. 5. RECEPTACLES IN KITCHEN AND BATHROOMS SHALL BE INSTALLED ABOVE WORK TOP. AND IS EQUIPPED WITH A READILY ACCESSIBLE, OPERABLE AND TIGHT FITTING DAMPER, 6. A MAINTENANCE LABEL SHALL BE AFFIXED TO ALL EQUIPMENT REQUIRING PREVENTATIVE 4. PLYWOOD EXPOSED TO WATER WILL BE EXTERIOR GRADE TO WEATHER. H. OVERHEAD AND SLIDING GARAGE DOORS SHALL BE SECURED WITH A CYLINDER LOCK AND TIGHT FITTING FLUE DAMPER WITH A READILY ACCESSIBLE CONTROL. MAINTENANCE, AND A COPY OF THE MAINTENANCE INSTRUCTIONS SHALL BE PROVIDED FOR THE PADLOCK WITH A HARDENED STEEL SHACKLE OR EQUIVALENT WHEN NOT OTHERWISE 6. RECEPTACLES SHALL BE INSTALLED VERTICALLY AT 12" ABOVE FLOOR. 5. VAPOR BARRIER: IN CLIMATE ZONES 1, 14 AND 16 A VAPOR BARRIER SHALL BE INSTALLED ON THE OWNER'S USE. SHALL BE PROVIDED FOR THE OWNER'S USE. 5. FRAMING SHALL BE DONE IN A WORKMANLIKE MANNER BY SKILLED CARPENTERS. LOCKED BY ELECTRIC POWER OPERATION. JAMB LOCKS SHALL BE ON BOTH JAMBS CONDITIONED SPACE SIDE OF ALL INSULATION IN ALL EXTERIOR WALLS, UNVENTED ATTICS, AND 7. THIS PROJECT COMPLIES WITH THE 2016 CBC, UMC, AND UPC, AND NEC. FOR DOORS EXCEEDING 9' IN WIDTH. 7. WALL SWITCHES TO 36" ABOVE FLOOR. UNVENTED CRAWL SPACES TO PROTECT INSULATION FROM CONDENSATION. 8. HOUSE MUST BE CONNECTED TO A PUBLIC SEWER IF AVAILABLE. AN ACCEPTANCE LETTER MUST 6. PROVIDE 2 FULL LENGTH TRIMMERS AT GARAGE DOOR BEAM.OR OTHERWISE NOTED I. SLIDING GLASS DOORS AND SLIDING GLASS WINDOWS SHALL BE CAPABLE OF WITHSTANDING THE TESTS SET FORTH A S WI C.B.C. 8. ALL ELECTRICALLY OPERATED FIXTURES, OUTLETS, EQUIPMENT AND/OR DEVICES WHETHER 6. DUCTS: DUCTS SHALL BE CONSTRUCTED, INSTALLED AND INSULATED ACCORDING TO CHAPTER 10 OF BE SUBMITTED FROM THE SERVING DEPARTMENT AT THE TIME OF PERMIT APPLICATION INSTALLED BY THIS CONTRACTOR OR OTHERS SHALL BE FULLY CONNECTED TO PROPER THE CA K THE IA MECHANICAL CODE (TITLE 24). 7. SETBACK THERMOSTAT: THE AUTOMATICALLY CONTROLLED HEATING OR COOLING SYSTEMS 9. AN APPROVED JOB SITE TOILET IS REQUIRED TO BE AVAILABLE TO ANYONE INVOLVED IN 7. FACE GRAIN OF ROOF SHEATHING TO RUN PERPENDICULAR TO TRUSSES. 2. DOORS THAT SWING OVER LANDING/PORCH REQUIRE A LANDING EQUAL TO DOOR ELECTRICAL SOURCE AND LEFT IN OPERATING CONDITION. INCLUDING ELECTRICAL HEAT PUMPS SHALL HAVE AN AUTOMATIC THERMOSTAT WITH A CLOCK CONSTRUCTION ACTIVITIES. WIDTH IN LENGTH AND NOT MORE THAN 1/2" BELOW THRESHOLD. DOORS THAT DO NOT 9. ALUMINUM WIRE NUMBER 6 AWG AND SMALLER SHALL NOT BE USED IN ELECTRICAL WIRING. MECHANISM WHICH THE BUILDING OCCUPANT CAN MANUALLY PROGRAM TO AUTOMATICALLY SET 8. SHEAR WALL -SEE FLOOR PLAN OR STRUCTURAL PLAN. SWING OVER TOP STEP OR LANDING MAY OPEN ON A LANDING OR TOP STEP THAT IS NOT MORE THAN 8" BELOW FLOOR LEVEL. 10. ALL OUTLETS SHALL BE GROUND TYPE. BACK THE THERMOSTAT SET POINTS FOR AT LEAST 2 PERIODS WITHIN 24 HOURS. 8. WATER HEATING SYSTEM INSULATION: STORAGE TYPE WATER HEATERS AND STORAGE BACKUP TANKS DIVISION 2. SITE WORK 9. SILL BOLTING: SEE DIVISION 3. CONCRETE. 3. ALL GLASS LESS THAN 18" ABOVE ADJACENT WALKING SURFACE AND OVER 6 SQ. FT. FOR SOLAR WATER HEATING SYSTEMS SHALL BE ALTERNATELY WRAPPED WITH INSULATION HAVING AND INSTALLED THERMAL RESISTANCE OF R-3 OR GREATER FOR THE 5'O" OF PIPE CLOSEST TO THE WATER IN AREA SHALL BE TEMPERED. 11. PROVIDE A MINIMUM OF 2-20 AMP APPLIANCE CIRCUITS IN THE KITCHEN AREA. 10. BLOCK ALL FLOOR JOISTS MAXIMUM 8'O" O.C. AND AT ALL BEARING POINTS. 4. GLASS SHOWER OR TUB ENCLOSURES SHALL BE LAMINATED AND TEMPERED. 12. PROVIDE A SEPARATE 20 AMP CIRCUIT FOR LAUNDRY EQUIPMENT. HEATER, OR WHATEVER SHORTER LENGTH IS IN UNCONDITIONED SPACE. 9. WATER HEATING EQUIPMENT EFFICIENCY: NO WATER HEATING EQUIPMENT SHALL BE INSTALLED UNLESS THE MANUFACTURER HAS CERTIFIED THE EQUIPMENT WITH THE CEC. 1. ALL FOOTINGS SHALL REST ON FIRM NATURAL SOIL OR APPROVED COMPACTED FILL. 2. TREAT SOIL UNDER SLAB AREAS WITH POISON. 3. FOUNDATION CONTRACTOR - SEE SOILS REPORT FOR INDIVIDUAL LOT REQUIREMENTS WHEN 11. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS. 5. PROVIDE PRIVACY LOCK AT MASTER BEDROOM AND BATHS. 13. PROVIDE AN APPROVED SMOKE DETECTOR AT HALL OR CORRIDORS LEADING TO ALL ( ) 10. SHOWER HEADS AND FAUCETS: NO SHOWER HEAD, LAVATORY FAUCET OR SINK FAUCET THAT AS AVAILABLE. BEDROOMS, ALSO IN ALL BEDROOMS AND IN ALL VAULTED AREAS ON A SEPARATE 110 DEFINED IN THE CALIFORNIA STATE APPLIANCES EFFICIENCY REGULATIONS, SHALL BE INSTALLED UNLESS "MOEN" 4. FOOTING SLAB AND SOIL PREPARATION REQUIREMENTS FOR EXPANSIVE SOILS PENDING CHECK 12. FLOOR NAILING INSPECTION REQUIRED. 6. ALL EXTERIOR ENTRANCE AND SERVICE DOORS TO BE KEYED ALIKE. VOLT CIRCUIT. ALL DETECTORS ARE TO BE INTERCONNECTED. CERTIFIED BY MANUFACTURER WITH THE CEC. FAUCETS -CHATEAU MODEL #74914 KITCHEN "BY MODEL #77900; SHOWER HEAD - MOEN" MODEL #2735 OR EQUAL. OF SOILS CONDITION AT TIME OF FOOTING INSPECTION BY BUILDING AND SAFETY OFFICE. 5. THE PLACEMENT OF PROPOSED BUILDING OR FENCES SHALL BE SUCH THAT WATER OR MUD 13. PROVIDE BLOCKING FOR ALL HANDRAILS AND TOWEL BARS. 7. NOTE: GARAGE DOOR SPRINGS SHALL BE PERMANENTLY IDENTIFIED AS TO MANUFACTURER 14. NOTE: ELECTRICAL SYSTEM GROUND TO BE PROVIDED PER SECTION 250 C.E.C. 2016. 11. GAS COOKING APPLIANCES: GAS -FIRED HOUSEHOLD COOKING APPLIANCE WITH FLOW WILL NOT BE A HAZARD TO BUILDING OR ADJACENT PROPERTY. AND TO INDICATE MAXIMUM RECOMMENDED STRETCH AND SHALL BE EQUIPPED WITH AN CONTINUOUSLY BURNING PILOTS, EXCEPT THOSE DESIGNED TO BURN ONLY LIQUEFIED 6. ALL SWALES TO BE 8'O" MINIMUM FROM FOUNDATION. 14. WALL FRAMING SHALL BE 2x4 STUDS AT 16" O.C. PROVIDE DOUBLE 2x4 TOP PLATE WITH APPROVED DEVICE CAPABLE OF RESTRAINING THE SPRINGS OR ANY PART THEREOF, IN THE 15. WALL SPACES 24" AND WIDER SHALL HAVE A RECEPTACLE EVERY 12'0". PETROLEUM GASES AND THOSE WHICH DO NOT HAVE AN ELECTRICAL LINE VOLTAGE SUPPLY CONNECTION AND HAVE ONLY ONE CONTINUOUS BURNING PILOT LIGHT CONSUMING 7. IF LOT DIMENSIONS REQUIRE A DRIVEWAY ONE OF THE TWO WILL BE USED: MINIMUM 48" LAP SPLICE, UNLESS OTHERWISE NOTED EVENT OF SPRING BREAKAGE. LESS THAN 150 BRITISH THERMAL UNITS PER HOUR, SHALL NOT BE INSTALLED IN A A. 1-1/2" ASPHALT ON 4" BASE, OR 16. SERVICE TO BE 100 AMPS. IF OVER 10 KW LOAD OR OVER 5 CIRCUITS. B. 3-1/2" CONCRETE 15. PROVIDE DOUBLE TRIMMERS EACH SIDE OF OPENINGS 8'O" WIDE OR GREATER. 8. BATH WINDOWS TO BE MINIMUM 60" ABOVE BATH OR SHOWER DRAIN. 17. PROVIDE ONE LIGHT CIRCUIT FOR EACH 500 SQUARE FEET OF LIVING AREA. BUILDING OF OCCUPANCY. 12. LIGHTING: LAMPS USED IN LUMINARIES FOR GENERAL LIGHTING IN KITCHENS SHALL HAVE 8. EAVES SHALL BE AT LEAST 30" FROM SIDE OF PROPERTY LINES 504a . ( ) AN EFFICIENCY OF NOT LESS THAN 25 LUMENS PER WATT. LUMINARIES WHICH ARE THE 9. MAINTAIN 5'O" CLEARANCE BETWEEN SEPTIC TANK AND SEEPAGE PIT, AND MINIMUM CLEARANCES 16. PROVIDE FIRE STOPS IN STUDS SPACES AT ALL FLOOR & CEILING LEVELS AND STUD SPACES 9. MAXIMUM SILL HEIGHT AT BEDROOM WINDOWS TO BE 44" FROM FLOOR. 18. G.F.I.C. PROTECION WILL BE REQUIRED FOR 125 VOLT, SINGLE PHASE 15 OR 20 AMP ONLY LIGHTING IN A KITCHEN OR BATHROOM WILL BE CONSIDERED GENERAL LIGHTING. TO BUILDINGS AND PROPERTY LINES OF 5'-O" FOR THE SEPTIC TANK AND 8'-0" FOR THE SEEPAGE OVER 10'-O". 10. LOCKING DEVICES ON REQUIRED EXIT DOORS OR BEDROOM ESCAPE DOORS OR WINDOWS RECEPTACLES INSTALLED IN GRADE -LEVEL DWELLING INIT STORAGE OR WORK ROOMS SUCH AS LIGHTING TO BE USED ONLY FOR SPECIFIC VISUAL TASKS OR DECORATIVE EFFECT PIT. (T-11-1 P.C.) SHALL COMPLY WITH SECTION 1008 OF 2016 C.B.C. BACK YARD SHEDS, WORKSHOPS, GARDEN -TOOL STORAGE ROOMS AND OTHER WORK AREAS, ARE EXEMPT FROM THIS REQUIREMENT. SUCH EXEMPT LIGHTING INCLUDES LUMINARIES 10.SEPTIC TANK MANHOLES UNDER PAVING TO BE APPROVED TYPE AND ACCESSIBLE 17. ALL POST TO BEAM CONNECTIONS SHALL BE "SIMPSON OR EQUAL UNLESS OTHERWISE NOTED. IF ELECTRIC IS INSTALLED. THAT ARE MEANT TO LIGHT ONLY A SPECIFIC TASK AREA SUCH AS A KITCHEN 13. EXHAUST FAN IN ROOM TO PROVIDE 5 AIR CHANGES PER HOUR. DIVISION 3. CONCRETE AND FOUNDATION 18. ALL EXTERIOR FINISH MATERIAL SHALL BE APPLIED OVER ONE LAYER #15 ASPHALT SATURATED 19. ALL 125-VOLT SINGLE-PHASE, 15 AND 20 AMP RECEPTACLES INSTALLED OUTDOORS OF A DWELLING UNIT MUST HAVE G.F.I.C. PROTECTION FOR PERSONNEL. THIS INCLUDES RECEPTACLES 14. NONMETALLIC SHEATHED CABLE SHALL BE CONCEALED OR PROTECTED. FELT. PROVIDE HORIZONTAL BLOCKING AT 24" O.C. FOR VERTICAL SIDING. DIVISION 9 FINISHES . INSTALLED UNDER THE ROOF EAVES TO ACCOMMODATE CHRISTMAS LIGHTS, ROOF TOP 19. PLYWOOD SUB FLOOR SHALL HAVE EDGE BLOCKING, OR TONGUE AND GROOVE. RECEPTACLES AND RECEPTACLES ON BALCONIES. 1. CONCRETE TO BE MACHINE MIXED WITH A MAXIMUM OF 7-1/2 GALLONS OF WATER PER SACK OF CEMENT. CONCRETE TO REACH A STRENGTH OF 2,500 PSI MINIMUM IN 28 DAYS. 1. INTERIOR FINISH SHALL HAVE A MINIMUM FLAME SPREAD CLASS OF III EXCEPT KITCHENS 20. ALL READILY ACCESSIBLE RECEPTACLES IN UNFINISHED BASEMENTS ARE TO BE G.F.I.0 GENERAL NOTES: 2. SILL BOLTING: 20. PROVIDE CROSS VENTILATION AT ATTIC AND ENCLOSED RAFTER JOIST SPACES EQUAL TO 1/150 PROTECTED. A. INTERIOR NONBEARING WALL: APPROVED SHOT PINS WITH CADMIUM WASHERS AT 32" O.C. OF AREA TO BE VENTILATED OR 1/300 PROVIDED THAT 50% OF REQUIRED VENTILATION AREA IS AND BATHS. 1. THE WORK SHALL INCLUDE THE FURNISHING OF ALL LABOR, MATERIALS, EQUIPMENT, TRANSPORTATION AND MAXIMUM 7/32" DIAMETER x 3-5/16". PROVIDED AT EAVE LINE WITH REMAINDER MINIMUM T-O" ABOVE EAVE LINE. PROVIDE MINIMUM 2. DRYWALL NAILING SHALL BE ACCORDING TO C.B.C. 2016 REQUIREMENT FOR THE TYPES AND 21. ALL KITCHEN COUNTER RECEPTACLES ARE TO BE G.F.I.C. PROTECTED, EVEN WHEN MORE THAN 6 B. EXTERIOR WALLS: 5/8" DIAMETER x 10" LONG. ANCHOR BOLTS WITH 3' SQUARE A307 1/4" THICK #3 MESH PER INCH SCREENING. THICKNESS BEING USED, SECTION 2506 AND 2508, UNLESS OTHERWISE NOTED. FEET FROM A SINK. RECEPTACLES THAT ARE NOT INTENDED TO SERVE COUNTER TOP SURFACE SERVICES NECESSARY TO DO A COMPLETE AND THOROUGH JOB. ALL WORK SHALL BE DONE IN WASHERS, 7" MINIMUM EMBEDMENT INTO CONCRETE, 6'-O" O.C. & MAXIMUM 12" FROM APPLIANCES SUCH AS REFRIGERATORS, FREEZERS AND RANGE HOODS ARE NOT REQUIRED TO BE ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS. CORNERS, ENDS AND SPLICES UNLESS NOTED OTHERWISE NOTED. SEE FOUNDATION PLAN. 21. WOOD STUDS MAY BE NOTCHED TO A DEPTH OF WIDTH MAXIMUM, EXCEPT INTERIOR 3. ALL ROUGH -SAWN AND RE -SAWN SURFACES TO RECEIVE STAIN, DO NOT PRIME. G.F.I.C. PROTECTED. 2. WORK NOT INCLUDED IN CONTACT: WORK NOTED "N.I.C." OR "BY OTHERS" ON THE DRAWINGS OR C. INTERIOR BEARING WALLS: APPROVED SHOT PINS WITH CADMIUM WASHERS AT 32" O.C. NONBEARING STUDS WHICH MAY BE NOTCHED TO 40% OF WIDTH MAXIMUM. SPECIFICATIONS. IF ANY MATERIALS, EQUIPMENT, OR BOTH, INDICATED "N.I.C." ARE TO BE INSTALLED BY THE MAXIMUM, 7/32" DIAMETER x 3-5/16", MINIMUM 5" AND MAXIMUM 9" FROM END OF PLATE. I.C.B.O. 4. LATH AND STUCCO: 22. ALL RECEPTACLES THAT SERVE COUNTER TOP SURFACES WITHIN 6 FEET OF A RESIDENTIAL WET CONTRACTOR, THEY WILL BE SO NOTED ON THE DRAWINGS OR SPECIFIED IN THE SPECIFICATIONS. #1280 UNLESS OTHERWISE NOTED 22. WOOD STUDS MAY BE BORED TO 40% OF WIDTH MAXIMUM EXCEPT THAT NON -BEARING STUDS A. 8 GAUGE STEEL WIRE, HORIZONTAL AT 6" O.C. STRETCH TIGHT AND NAILED AT 32" O.C. BAR SINK REQUIRE G.F.I.C. PROTECTION. 3. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS SHALL BE 3. REINFORCING BARS SHALL CONFORM TO ASTM A 615-40. OR ANY STUD THAT IS DOUBLED, PROVIDED THERE ARE NO MORE THAN TWO SUCCESSIVE B. #15 FELT, WEATHERPROOF MEMBRANE OVER STUDS (2-LAYERS OVER PLYWOOD SHEATHING) 23. DWELLING UNIT FLOOR RECEPTACLES MUST BE MOUNTED WITHIN 18 INCHES OF THE WALL TO BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH ANY WORK SO 2. MAINTAIN: DOUBLED STUDS MAY BE BORED TO 60% OF WIDTH OF MAXIMUM. C. STUCCO MESH FURRED OUT 1/2" FROM FELT NAILED 6" O.C. VERTICAL AND 16" O.C. COUNT AS A REQUIRED WALL RECEPTACLE. INVOLVED. ANY WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS SHALL BE CORRECTED A. CONCRETE SLABS MINIMUM 8" ABOVE FINISH GRADE. HORIZONTAL LAP 1 FULL MESH OVER FELT. BY THE CONTRACTOR AT HIS/HER OWN EXPENSE, AND AT NO EXPENSE TO THE OWNER OR ARCHITECT. B. MINIMUM OF 8" CONCRETE BETWEEN WOOD AND GRADE 23. 1/2" MINIMUM CLEARANCE BETWEEN TOP PLATE OF INTERIOR PARTITIONS AND BOTTOM D. APPLY 2 COATS CEMENT PLASTER, 7/8" PLASTER TO WEEP SCREED. 24. DWELLING UNIT SMALL APPLIANCE BRANCH CIRCUITS SHALL NOT SUPPLY THE DISPOSAL, 4. CONTRACTOR ACKNOWLEDGES THAT HE HAS INFORMED HIMSELF FULLY REGARDING REQUIREMENTS OF 5. IF HOLD DOWNS ARE REQUIRED BY CALCULATIONS, HOLD DOWN ANCHORS MUST BE TIED IN CHORD OR TRUSSES. (TO ENSURE TRUSS LOADING WILL BE AS DESIGNED.) E. EXTERIOR PLASTERING TO COMPLY TO SECTION 2512 C.B.C. 2016. DISHWASHER, TRASH COMPACTOR, ETC., BUT MAY BE USED FOR A GAS FIRE RANGE, GAS OVEN, DRAWINGS, SPECIFICATIONS, AND REGULATIONS PERTAINING TO THE PROJECT. SPECIFICATIONS AND DRAWINGS ARE COMPLEMENTARY, AND WHAT IS CALLED FOR BY ONE IS AS BINDING IF CALLED FOR BY PLACE PRIOR TO FOUNDATION INSPECTION. SECTION 305(e)2. F. INSPECTION IS REQUIRED FOR ALL INTERIOR AND EXTERIOR IN PLACE LATH AND WALL- OR DROP IN TYPE GAS COOKING UNITS. ALL. VISIT SITE OF WORK, COMPARE REQUIREMENTS OF DRAWINGS AND SPECIFICATIONS AND BECOME IO 6. FOUNDATIONS AND FLOOR SLABS ON EXPANSIVE SOIL 2904-b, 2907-1 SHALL CONFORM AS ( ) 24. ALL LUMBER, GLUE -LAMINATED BEAMS, STRUCTURAL PANELS OR OTHER STRUCTURAL BOARD PRIOR TO PANELING BEING APPLIED OF ANY JOINTS OR FASTENERS HAVE BEEN TAPED. FAMILIAR WITH EXISTING CONDITIONS UNDER WHICH WORK OF CONTRACT IS TO BE PERFORMED, INCLUDING FOLLOWS UNLESS APPROVED SOIL REPORT INDICATES SOIL IS NOT EXPANSIVE OR COMPONENTS SHALL BE IDENTIFIED WITH THE GRADE MARK OR CERTIFICATE OF AN 25. KITCHEN PENINSULAR AND ISLAND COUNTERS REQUIRE A MINIMUM OF ONE (1) RECEPTACLE, BUT TOPOGRAPHY, APPROACHES AND IMPROVEMENTS ON OR ABOUT SITE. RECOMMENDS OTHER DETAILS: APPROVED AGENCY. NOTE: IN LIEU OF A, B, AND C UTILIZE ONE PIECE LATH PRE -MANUFACTURED. IT MUST BE G.F.I.C. PROTECTED. 5. PROTECTION OF ADJACENT BUILDINGS AND PROPERTY: EXERCISE ALL REQUIRED PRECAUTIONS NECESSARY TO PROTECT ALL BUILDINGS AND OTHER CONSTRUCTIONS PROPERTY ADJACENT THAT A. CONTINUOUS FOOTINGS UNDER EXTERIOR WALLS AND INTERIOR BEARING WALLS EXTENDING 26. THE CODE EXCEPTION THAT ALLOWED AN OUTDOOR RECEPTACLE TO BE ON THE KITCHEN SMALL L THE WORK OF THIS CONTRACT. CONTRACTOR SHALL BE RESPONSIBLE FOR, AND PAY FOR ALL, L, BELOW GRADE 12" MINIMUM AND BELOW FOUNDATION WALL CRAWL HOLE: APPLIANCE CIRCUIT WAS ELIMINATED. DA DAMAGES TO SUCH ADJACENT BUILDINGS AND CONSTRUCTION ON ACCOUNT OF OPERATIONS UNDER THE B. CONTINUOUS NUMBER 4 BARS, ONE 4" FROM BOTTOM AND ONE 4" FROM TOP OF FOOTING CONTRACT. C. FLOOR SLAB 4" NOM. THICK REINFORCED WITH #3 BARS @ 18" O.C. EACH WAY OVER 2" THICK FASTENING SCHEDULE - TABLE 2304.9.1 2016 C B C. DIVISION 10. M E C HAN I CAL AND PLUMBING 27. THE BATHROOM RECEPTACLES MUST BE ON THEIR OWN 20 AMP BRANCH CIRCUIT. THIS CIRCUIT IS 6. THE ARCHITECT SHALL NOT HAVE CONTROL, OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR, THE LAYER OF SAND OVER 10 MIL VISQUEEN OVER 2" THICK LAYER 3/4" GRAVEL OVER . . NOT TO SUPPLY ANY OTHER OUTLETS, SUCH AS LIGHTING, HEAT LAMPS, EXHAUST FANS, OR MEANS, METHODS, TECHNIQUES, SEQUENCES PROCEDURES OF CONSTRUCTION, FABRICATION, COMPACTED NATIVE FILL RECEPTACLES IN ANY OTHER ROOMS (EXCEPT RECEPTACLES IN OTHER BATHROOMS). THIS TA PROCUREMENT, SHIPMENT, DELIVERY, OR INSTALLATION, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN D. SATURATE THE SOIL 18" DEEP BEFORE PLACING THE CONCRETE SLAB. CIRCUIT CAN NO LONGER BE USED FOR THE GARAGE OR OUTDOOR RECEPTACLES. CONNECTION WITH THE WORK; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS, JOIST TO SILL OR GIRDER, TOE NAIL........................................................................................ 3-8d SUPPLIERS, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF 7. GAS PIPES NOT PERMITTED BELOW SLAB UNLESS NOTED OTHERWISE. BRIDGING TO JOIST, TOE NAIL EACH END................................................................................. 2-8d 28. THE NEC REQUIRES ONE- AND TWO-FAMILY DWELLING UNITS TO HAVE AT LEAST ONE RECEPTACLE THEM TO CARRY OUT THE WORK OR TO MEET THEIR SCHEDULES FOR DELIVERY OR COMPLETION IN VX6" SUB FLOOR OR LESS TO EACH JOIST, FACE NAIL.......................................................... 2-8d 1. ALL WORK SHALL BE IN FULL ACCORDANCE WITH ALL CODES, RULES AND REGULATIONS OF OUTLET AT GRADE LEVEL LOCATED NOT MORE THAN 6 FEET 6 INCHES ABOVE GRADE, ONE IN THE ACCORDANCE WITH THE CONTRACT DOCUMENTS. 8. PROVIDE AN APPROVED PAVED OR CONCRETE DRIVEWAY UNLESS EXEMPT. WIDER THAN 1"X6" SUB FLOOR TO EACH JOIST, FACE NAIL .................................................. 3-8d GOVERNING AGENCIES. DUCTS SHALL BE CONSTRUCTED, INSTALLED AND INSULATED FRONT AND ONE IN THE BACK OF EACH DWELLING UNIT. IN THE PREVIOUS CODE THERE WAS NO 7. ALL PHASES OF THE WORK SHALL CONFORM TO THE LATEST EDITION OF THE BUILDING CODE WHICH IS 2" SUB FLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL .................................................. 2-16d ACCORDING TO CHAPTER 10 OF THE CALIFORNIA MECHANICAL CODE. HEIGHT LIMITATION FOR THE RECEPTACLE LOCATION. NOTE: THESE RECEPTACLES ARE TO BE CURRENTLY IN FORCE, OR THE PLANS AND SPECIFICATIONS, WHICHEVER IS THE MOST STRINGENT. 9. CONCRETE MASONRY TO BE IN CONFORMANCE W/ CHAPTERS 18, 19 AND 21 OF 2016 C.B.C. SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL AT 16" O.0................................................ 1-16d TOP PLATE TO STUD, END NAIL................................................................................................. 2-16d 2. NOTE: NATURAL GAS NOT AVAILABLE - G.F.I.C. PROTECTED AND MAY NO LONGER BE CONNECTED TO THE BATHROOM OR KITCHEN CIRCUITS. 8. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. IF ANY DISCREPANCIES ARISE, THE ARCHITECT IS TO BE NOTIFIED PRIOR TO THE COMMENCEMENT OF WORK, FOR CLARIFICATION. STUD TO SOLE PLATE, TOE NAIL................................................................................................ 4-8d 9. ALL DIMENSIONS INDICATED ON ARCHITECTURAL PLANS ARE TO FACE -OF -STUD OR FACE -OF -CONCRETE, DIVISION 4. MASONRY F I RE P LACES SECTION 2111 DOUBLE STUDS, FACE NAIL AT 24" O.0................................................................................... 1-16d 3. F.A.U. COMPARTMENTS SHALL BE 12" WIDER THAN F.A.U. WITH MINIMUM 3" CLEARANCE AT SIDES, 29. THE REQUIRED WALL RECEPTACLES IN HOTELS, MOTELS AND SIMILAR OCCUPANCIES MUST NOW UNLESS NOTED OTHERWISE. DOUBLE TOP PLATES, FACE NAIL AT 16" O.0............................................................................ 1-16d BACK AND TOP, AND 6" IN FRONT. CIRCULATING AIR SUPPLY OPENING OF THE F.A.U. BE READILY ACCESSIBLE. PRIOR CODE ALLOWED THEM TO BE BEHIND THE FURNITURE LAYOUT. 10. CONTRACTOR PROVIDE ALL CONSTRUCTION BARRICADES REQUIRED GOVERNING AGENCIES AND DOUBLE TOP PLATES, LAP SPLICE............................................................................................. 8-16d BLOCKING BTWN. JOISTS OR RAFTERS TO TOP PLATE, TOENAIL ........................................ 3-8d COMBUSTION AIR SUPPLY. DUCTS SHALL BE A MINIMUM 200 SQUARE INCHES PER 1000 BTU WITH g IN THE UPPER 12" OF THE COMPARTMENT AND 1/2 NOT MORE THAN 12" ABOVE THE BASE OF THE INTENT OF THIS CHANGE IS TO ELIMINATE THE USE OF EXTENSION CORDS BY GUESTS FOR COMPUTERS, REFRIGERATORS, IRONS, AND OTHER ELECTRICAL APPLIANCES. NOTED IN SPECIFICATIONS. WORKER AND PEDESTRIAN PROTECTION SHALL BE PROVIDED AND MAINTAINED IF L E BY THE GENERAL CONTRACTOR. 1. BRICK SHALL BE MEDIUM WEIGHT GRADE IN ACCORDANCE WITH ASTM C73. RIM JOIST TO TOP PLATE, TOENAIL AT 6" O.0.......................................................................... 1-8d THE F.A.U. SEPARATE DUCTS TO OUTSIDE AIR OR VENTILATION ATTIC SPACE TERMINATING 6" ABOVE 11. NO TRENCHES DEEPER THAN 5'-O" IN WHICH A PERSON IS TO DESCEND SHALL BE ALLOWED WITHOUT THE 2. MORTAR MIX: 1 PART PORTLAND CEMENT, 1/2 PART LIME PUTTY, 4-1/2 PARTS SAND. TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL............................................................. 2-16d THE CEILING JOISTS SHALL BE USED FOR THE UPPER AND LOWER COMBUSTION AIR SUPPLY. 30. ELECTRIC DRYERS, ELECTRIC RANGES AND ELECTRIC OVENS NOW REQUIRE A 4 WIRE CONTRACTOR OBTAINING A PERMIT FROM OSHA. 3. GROUT MIX: 1 PART CEMENT, 3 PARTS SAND. CONTINUOUS HDRS, TWO PIECES ALONG EACH EDGE AT 16" O.0..................................... 1-16d RECEPTACLE AND CORD. THE CODE NO LONGER ALLOWS THE GROUNDED CONDUCTOR 12. CONTRACTOR AND ALL SUBCONTRACTORS ARE TO HOLD HARMLESS THE ARCHITECT, ENGINEERS, AND 4. ALL GROUT AND MORTAR MIXES SHALL BE 2,000 PSI MINIMUM. CEILING JOISTS TO PLATE, TOENAIL......................................................................................... 3-8d CONTINUOUS HEADER TO STUD, TOENAIL4-8d 4. PROVIDE PRESSURE -TEMPERATURE RELIEF VALVE AT WATER HEATER DRAINED TO THE OUTSIDE. NEUTRAL TO GROUND THE FRAMES OF RANGES, OVENS, COOK TOPS, AND DRYERS. THESE ( ) OWNER OF ALL LAWSUITS AND CLAIMS WHICH ARISE FROM WORK PERFORMED BY OR MATERIALS SUPPLIED 5. VENEER NOT TO CARRY AND LOAD. TIES FOR EACH 24 SQUARE INCH OF VENEER. 6. INCOMBUSTIBLE LINTELS OVER OPENINGS. ............................................................................... CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL........................................................... 3-16d CIRCUITS NOW REQUIRE A SEPARATE EQUIPMENT GROUND. BY THE CONTRACTOR AND THE SUBCONTRACTORS. 7. MASONRY FIREPLACE REQUIREMENTS IN ADDITION TO THE C.B.C. REQUIREMENTS FOR "REINFORCING CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL.............................................................. 3-16d 5. PROVIDE COMBUSTION AIR TO WATER HEATER COMPARTMENTS IN ACCORDANCE WITH THE REQUIREMENTS IN NUMBER 2 EXCEPT MINIMUM 1 SQUARE INCH PER 1000 BTU AND 100 SQUARE 31. GROUND -FAULT PROTECTION FOR PERSONNEL SHALL BE PER ARTICLE 590 OF THE C.E.C. 2008 13. PROVIDE A PROJECT SECURITY PROGRAM TO PROTECT WORK, MATERIAL AND EQUIPMENT FROM THEFT AND AND SEISMIC ANCHORAGE" THE FOLLOWING PROVISIONS SHALL APPLY: RAFTER TO PLATE, TOE NAIL...................................................................................................... 3 8d 6. NOTE: ALL PARTS OF THE DUCT SYSTEM SHALL BE TIGHTLY SEALED WITH MASTIC OR TAPE. AS REQUIRED FOR TEMPORARY INSTALLATIONS TO INCLUDE CONSTRUCTION SITE RECEPTACLES. VANDALISM. CONTRACTOR IS RESPONSIBLE FOR REPLACING ANY STOLEN OR VANDALIZED WORK, 1" BRACE TO EACH STUD AND PLATE, FACE NAIL................................................................... 2-8d AND RECEPTACLES USED FOR REMODELING, MAINTENANCE, REPAIR OR DEMOLITION OF MATERIAL AND E UIPMENT AT NO ADDITIONAL COST TO OWNER UNTIL COMPLETED PROJECT IS ACCEPTED Q , A. VERTICAL REINFORCEMENT -THE NUMBER 4 STEEL REINFORCING BARS SPECIFIED IN SECTION 2111 1"X8" SHEATHING TO EACH BEARING, FACE NAIL.................................................................... 3-8d WIDER THAN 1"X8" SHEATHING TO EACH BEARING, FACE NAIL 3-8d 7. THE FOLLOWING ARE REQUIRED FOR ATTIC FURNACE OR COMFORT COOLING EQUIPMENT: BUILDING, STRUCTURES, EQUIPMENT, OR SIMILAR ACTIVITIES. G.F.I.C. PROTECTION IS REQUIRED BY OWNER. 14. CONTRACTOR SHALL VERIFY THAT NO CONFLICTS EXIST IN LOCATIONS OF ANY AND ALL MECHANICAL, C.B.C. 2016 SHALL BE: ........................................... BUILT-UP CORNER STUDS: NAIL AT 24" O.0.............................................................................. 1-16d A. SCUTTLE 30" NOT OVER 20'O" FROM E UIPMENT. Q FOR ALL SINGLE-PHASE 15 AND 20 AMP 125 VOLT SINGLE-PHASE RECEPTACLES THAT ARE PART TELEPHONE, ELECTRICAL, LIGHTING, AND PLUMBING (TO INCLUDE ALL PIPING, DUCTWORK AND CONDUIT) 1. HOOKED INTO FOOTING, BUILT-UP GIRDER AND BEAMS, T&B STAGGERED ON OPPOSITE SIDES AT 32" O.C.......... 1-20d B. UNOBSTRUCTED PASSAGEWAY 24" WIDE OF SOLID CONTINUOUS FLOORING FROM SCUTTLE OF THE PERMANENT WIRING OF THE BUILDING OR STRUCTURE USED BY PERSONNEL FOR AND THAT REQUIRED CLEARANCES FOR INSTALLATION AND MAINTENANCE OF ABOVE MENTIONED „ 2" PLANKS AT EACH BEARING1-16d TO EQUIPMENT AND ITS CONTROLS. TEMPORARY POWER. CORD SETS INCORPORATING LISTED G.F.I.0 PROTECTION SHALL BE E IPMENT ARE PR VIDED. QU O 2. AT EACH CORNER AND SPACED NOT MORE THAN O.C. AROUND THE CHIMNEY AND, ..................................................................................................... COLLAR TIE TO RAFTER, TOENAIL............................................................................................. 3-10d C. UNOBSTRUCTED WORK SPACE OF 30" MINIMUM DEPTH IN FRONT OF EQUIPMENT. PERMITTED IN LIEU OF G.F.I.C. CIRCUIT BREAKERS OR G.F.I.C. RECEPTACLES. 15. ALL NEW OR REPLACED STREET PAVING, CURBS GUTTERS, SIDEWALKS AND DRIVEWAYS SHALL BE N 3. CONTINUOUS FOR THE FULL HEIGHT OF THE CHIMNEY AT THE CORNERS AND BETWEEN FLUES JACK RAFTER TO HIP, TOENAIL.................................................................................................. 3-10d D. LIGHT OVER EQUIPMENT WITH SWITCH AT SCUTTLE. 32. CONSTRUCTION RECEPTACLES RATED OTHER THAN SINGLE-PHASE, 15 AND 20 AMP 125 VOLTS CONSTRUCTED AS PER THE REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AGENCY, UNLESS WITH OTHER BARS TERMINATING 36' ABOVE THE LEVEL OF THE SMOKE SHELVES WHERE A ROOF RAFTER TO 2-BY RIDGE BEAM, TOENAIL....................................................................... 2-16d E. CIRCULATING AIR SUPPLY OPENING OR DUCT OF 2 SQUARE INCHES PER 1000 BTU. UTILIZED TO SUPPLY TEMPORARY POWER TOE UIPMENT USED BY PERSONNEL DURING Q MORE STRINGENT REQUIREMENTS ARE NOTED IN CONSTRUCTION DOCUMENTS. REDUCTION IN THE SIZE OF THE CHIMNEY PERMITS THE OMISSION OF THE BARS. JOIST TO BAND JOIST, FACE NAIL.............................................................................................. 3-16d F. VENT THROUGH ROOF A MINIMUM OF 5' ABOVE THE HIGHEST VENT COLLAR WHICH IT SERVES. CONSTRUCTION, REMODELING, MAINTENANCE, REPAIR, OR DEMOLITION OF A BUILDING, 16. ALL EARTHWORK OPERATIONS INCLUDING, BUT NOT LIMITED TO, CLEARING AND GRUBBING, SUB GRADE . EXCEPTION. CHIMNEYS CONSTRUCTED OF HOLLOW UNIT MASONRY MAY HAVE VERTICAL LEDGER STRIP, FACE NAIL......................................................................................................... 3-16d DETECTOR SYSTEM. STRUCTURES, EQUIPMENT, OR SIMILAR ACTIVITIES MUST HAVE G.F.I.C. PROTECTION FOR PREPARATION, STRUCTURAL AND TRENCH EXCAVATION AND BACKFILL AND PLACEMENT AND COMPACTION REINFORCEMENT SPLICED TO THE FOOTING DOWELS PROVIDING THAT THE SPLICE IS INSPECTED WOOD STRUCTURAL PANELS AND PARTICLEBOARD PERSONNEL OR A WRITTEN ASSURED EQUIPMENT GROUNDING CONDUCTOR PROGRAM. OF FILL, SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS NOTED IN THE PRIOR TO GROUTING. SUBFLOOR, ROOF AND WALL SHEATHING (TO FRAMING) 8. SHOWERS AND TUB SHOWER COMBINATIONS IN ALL BUILDINGS SHALL BE PROVIDED WITH 33. ALL 125 VOLT RECEPTACLES WITHIN 20 FEET OF THE INSIDE WALLS OF A FOUNTAIN MUST BE G.F.I.C. GEOTECHNICAL REPORT. B. HORIZONTAL TIES: THE 1/4" DIAMETER STEEL TIES SPECIFIED IN SECTION 2111.3.2 C.B.C. 2016 SHALL 1 2" AND LE........................................................................................................................ 1- / SS 6d 19/32" TO 3/4"1-8d OR 1-6d INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE THERMOSTATIC MIXING VALVE TUBE...THE WATER HEATER THERMOSTAT SHALL NOT BE CONSIDERED A SUITABLE CONTROL FOR PROTECTED. 34. G.F.I.C. PROTECTION IS REQUIRED FOR ALL SINGLE PHASE, 125 VOLT RECEPTACLES LOCATED 17. CONTRACTOR SHALL PROVIDE PROTECTIVE MEASURES AND TEMPORARY DRAINAGE AND DESILTING BE: ........................................................................................................................... FACILITIES TO PROTECT ADJOINING PROPERTIES FROM STORM WATERS. 7/8" TO 1".................................................................................................................................. 1-8d MEETING THIS PROVISION. WITHIN 5 FEET OF A HYDROMASSAGE BATHTUB. 18. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL UNDERGROUND UTILITIES AND/OR STRUCTURES 1. LOOPED AROUND THE VERTICAL REINFORCEMENT, 1-1/8" TO 1-1/4"......................................................................................................................... 1-10d OR 1-8d 35. RECEPTACLES IN WET LOCATIONS MUST BE INSTALLED IN A WEATHERPROOF ENCLOSURE. SHOWN AND ANY OTHER UTILITIES OR STRUCTURES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. SINGLE FLOOR (SUBFLOOR-UNDERLAYMENT TO FRAMING) 9. POTABLE WATER SUPPLIES SERVING FIRE PROTECTION SYSTEMS, INCLUDING BUT NOT LIMITED TO OUTDOOR OR INDOOR RECEPTACLES WHERE EXPOSED TO WEATHER OR OTHER WET LOCATIONS 19. ALL LABOR INSTALLATION SHALL BE PERFORMED THE BEST POSSIBLE MANNER BY SKILLED AND 2. SPACED NOT MORE THAN 12" O.C. EXCEPT THAT TWO 1/4" TIES OR (1) #3 TIE MAY BE SPACED AT NOT 3/4" AND LESS......................................................................................................................... 1-6d SANDPIPES AND AUTOMATIC SPRINKLER SYSTEMS SHALL BE PROTECTED FROM BACK -PRESSURE ARE ONLY WEATHERPROOF WHEN THE DOOR ON THE RECEPTACLE COVER IS CLOSED. WHEN A EXPERIENCED WORKMEN TRAINED IN THEIR RESPECTIVE FIELDS. E MORE THAN O.C. 7/8" TO 1"................................................................................................................................. 1-8d AND BACK-SIPHONAGE BY EITHER A DOUBLE CHECK VALVE ASSEMBLY A DOUBLE CHECK PLUG IS INSERTED INTO THE RECEPTACLE THE DOOR IS NOT IN ITS WEATHERPROOF CONDITION. 20. ALL FINISH MATERIAL SHALL BE PROTECTED AT ALL TIMES AGAINST SUBSEQUENT DAMAGE, UNTIL FINAL 3. TWO TIES OR (1) #3 TIE SHALL BE PLACED ADJACENT TO THE STEEL SEISMIC ANCHOR S 1-1/8" TO 1-1/4"........................................................................................................................ 1-10d OR 1-8d DETECTOR, A REDUCED PRESSURE BACK FLOW, OR REDUCED PRESSURE DETECTOR THIS TYPE OF COVER IS ONLY ACCEPTABLE WHEN THE RECEPTACLE IS USED WITH PROTABLE TOOLS ACCEPTANCE BY THE OWNER. PS. STRAPS. PANEL SIDING (TO FRAMING) ASSEMBLY. WHERE ANTIFREEZE, CORROSION INHIBITORS OR OTHER CHEMICALS ARE ADDED TO A OR PORTABLE EQUIPMENT NORMALLY CONNECTED TO THE OUTLET ONLY WHEN ATTENDED. 21. THE ABSENCE OF A DETAIL DESCRIBING A PARTICULAR METHOD OF CONSTRUCTION SHALL IMPLY THAT THE 1/2" AND LESS........................................................................................................................ 1-6d FIRE PROTECTION SYSTEM SUPPLIED FROM A POTABLE WATER SUPPLY THE POTABLE WATER SYSTEM RECEPTACLES USED WITH THE PLUG ATTACHED IN A SEMI -PERMANENT CONDITION, LIKE A SODA CONTRACTOR SHALL CONSTRUCT SAID DETAIL IN COMPLIANCE WITH INDUSTRY STANDARDS FOR THE TYPE C. INTERIOR FIREPLACES AND CHIMNEYS: FIREPLACES AND CHIMNEYS CONSTRUCTED WITHIN THE 5/8"........................................................................................................................................... 1-8d SHALL BE PROTECTED BY A REDUCED PRESSURE BACK FLOW PREVENTOR OR REDUCED PRESSURE MACHINE IN FRONT OF A MARKET, MUST HAVE THE TYPE OF COVER THAT CLOSES AROUND THE OF CONSTRUCTION OF THE BUILDING. EXTERIOR WALLS OF A BUILDING SHALL BE ANCHORED AS REQUIRED BY THIS SECTION FOR OTHER FIBERBOARD SHEATHING CORD AND PLUG THAT IS LISTED FOR THIS APPLICATION. FIREPLACES AND CHIMNEYS. 1/2"........................................................................................................................................... 1-6d AIR TEST ON GAS PIPING SHALL HAVE 1/10 ONE 10. TEST GAUGES USED FOR THE REQUIRED 10 p ( 36. WIRING LOCATED ABOVE FIRE RATED T BAR CEILINGS ASSEMBLIES WILL NOT BE ALLOWED TO BE 22 THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING, HANGERS OR OTHER 4. IN STRUCTURES ASSIGNED TO SEISMIC DESIGN CATEGORY C, OR D, MASONRY AND 25/32"....................................................................................................................................... 1-8d .s.i. TENTH) POUND PER SQUARE INCH INCREMENTS. SUPPORTED BY ANY PART OF THE CEILING ASSEMBLY, INCLUDING THE SUPPORT WIRE. NON -RATED SUPPORT, FOR ALL BUILDING EQUIPMENT, AND ACCESSORIES SHOWN ON PLANS, REGARDLESS OF WHOM CONCRETE FIREPLACES SHALL BE REINFORCED AND ANCHORED AS DETAILED IN SECTIONS INTERIOR PANELING CEILINGS MAY HAVE WIRING SUPPORTED, BUT MUST BE INSTALLED IN ACCORDANCE WITH THE SUPPLIES SAID EQUIPMENT OR ACCESSORY UNLESS NOTED OTHERWISE. 1/4"1-4d 23. VEHICULAR ACCESS MUST BE PROVIDED AND MAINTAINED SERVICEABLE THROUGHOUT CONSTRUCTION. 2111.3.1 2111.3.2 2111.4 AND 2111.4.1 FOR CHIMNEYS SERVING FIREPLACES. IN STRUCTURES ........................................................................................................................................... 3/8"1-6d 11. UNDERGROUND FERROUS GAS PIPING SHALL BE ELECTRICALLY ISOLATED FROM THE REST OF THE CEILING MANUFACTURER'S INSTRUCTIONS. 24. CONTRACTOR IS RESPONSIBLE FOR REVIEWING AND INFORMING HIMSELF FULLY OF THE SOILS AND ASSIGNED TO SEISMIC DESIGN CATEGORY E OR F, MASONRY AND CONCRETE CHIMNEYS ........................................................................................................................................... GAS SYSTEM WITH LISTED OR APPROVED ISOLATION FITTINGS INSTALLED A MINIMUM OF 6 INCHES 37. LOW VOLTAGE LIGHTING AROUND SWIMMING POOLS CAN NOT BE LESS THAN 10 (TEN) FEET FROM FOUNDATION REPORT. SHALL BE REINFORCED IN ACCORDANCE WITH THE REQUIREMENTS OF SECTIONS 2101 ABOVE GRADE. THE REQUIRED 18 GA. TRACER WIRE FOR AN UNDERGROUND NON METALIC THE INSIDE WALL OF POOL. EXCEPTION: MAY BE REDUCED TO AS CLOSE AS 5 FEET FROM INSIDE 25. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A, AS SHOWN ON FLOOR THROUGH 2108. 2111.3.1 VERTICAL REINFORCING. FOR FIREPLACES WITH CHIMNEYS UP TO GAS PIPE MUST BE YELLOW IN COLOR. WALL OF POOL WHEN LOW VOLTAGE LIGHTING SUPPLY CIRCUIT IS PROTECTED BY A G.F.I.C. PLAN AND/OR AS REQUIRED AND DIRECTED BY THE FIRE DEPARTMENT FIRE INSPECTOR. WITHIN SALES 40 INCHES (1016 MM) WIDE, FOUR N0.4 CONTINUOUS VERTICAL BARS, ANCHORED IN THE DIVISION 7. FIRE PROTECTION ACCESS IS PLACED. AREAS, FIRE EXTINGUISHER SHALL BE RECESSED INTO WALLS. FOUNDATION, SHALL BE PLACED IN THE CONCRETE BETWEEN WYTHES OF SOLID MASONRY 12. WALL HEATERS ARE NO LONGER ALLOWED TO BE INSTALLED IN ANY BEDROOM 26. EVERY EXIT DOOR SHALL BE FROM THE INSIDE WITHOUT THE USE OF A KEY ANY SPECIAL OR WITHIN THE CELLS OF HOLLOW UNIT MASONRY AND GROUTED IN ACCORDANCE WITH OR A ROOM READILY USABLE AS A BEDROOM, REGARDLESS OF THE SIZE OR THE ECIAL L C . KNOWLEDGE OR EFFORT. SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED TYPE. 27. ALL TRADES SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIAL OR SECTION 2103.12. FOR FIREPLACES WITH CHIMNEYS GREATER THAN 40 INCHES (1016 MM) BEDROOM OR THE SIZE OF THE WALL HEATER. RUBBISH CAUSED BY THEIR WORK, AND PROVIDE CLEANUP AND DISPOSE OF ALL DEBRIS, FOR A NEAT AND WIDE, TWO ADDITIONAL NO. 4 VERTICAL BARS SHALL BE PROVIDED FOR EACH ADDITIONAL 40 1. ALL SHEET METAL TO BE 26 GAUGE GALVANIZED IRON UNLESS OTHERWISE NOTED. DIVISION 13. MISCELLANEOUS CLEAN JOB SITE CONDITION THROUGHOUT THE ENTIRE CONSTRUCTION PROCESS. AT THE COMPLETION OF INCHES (1016 MM) IN WIDTH OR FRACTION THEREOF. 2111.3.2 HORIZONTAL REINFORCING. 2. FLASH AND COUNTER FLASH AT ROOF TO WALL CONDITIONS. 13. WARM AIR FURNACES IN AN ENCLOSED SPACE WITH COMBUSTION AIR OBTAINED THE WORK, LEAVE THE PAVEMENT AREA IN A BROOM CLEAN CONSISTENT WITH NO STAINS. VERTICAL REINFORCEMENT SHALL BE PLACED ENCLOSED WITHIN 1/4-INCH (6.4 MM) TIES OR 3. G.I. FLASH AND CAULK WOOD BEAMS AND OUT -LOOKERS PROJECTING FROM EXTERIOR WALL OR FROM OUTSIDE THE BUILDING AND HAVE A TIGHT FITTING GASKET DOOR WITH A ROOF SURFACES. CLOSER MAY HAVE ACCESS THROUGH A BEDROOM OR BATHROOM. OTHER REINFORCING OF E DIVALENT NET CROSS -SECTIONAL AREA SPACED NOT TO Q 4. FLASH EXTERIOR OPENINGS WITH APPROVED WATERPROOF FABRIC FLASHING TO EXTEND 1. ONE PIECE FITTINGS TO BE USED AT ALL TUB AND SHOWER UNITS IN LIEU OF TUB TRAP ACCESS. p �+ GOVERNING CODE S EXCEED 18 INCHES (457 MM) ON CENTER IN CONCRETE; OR PLACED IN THE BED JOINTS OF 14. 1 120 VOLT SERVICE RECEPTACLE MUST BE PROVIDED WITHIN 25 FEET OF, AND ON UNIT MASONRY AT A MINIMUM OF EVERY 18 INCHES (457 MM) OF VERTICAL HEIGHT. TWO 3" UNDER THE BUILDING PAPER. 5. VENT DRYER TO OUTSIDE AIR. THE SAME LEVEL AS THE EQUIPMENT FOR MAINTENANCE. THE SERVICE RECEPTACLE 2. SEE FLOOR PLAN FOR GLAZING AREA SCHEDULE. GLAZING AND INSULATION TO COMPLY WITH CURRENT SUCH TIES SHALL BE PROVIDED AT EACH BEND IN THE VERTICAL BARS. 2111.4 SEISMIC 6. GARAGE F.A.U. DUCTS TO BE MINIMUM 26 GAUGE GALVANIZED IRON WITH NO OPENINGS MUST NOT BE CONNECTED TO THE LOAD SIDE OF THE DISCONNECTING DEVICE, AND STATE ENERGY COMMISSION STANDARDS. ANCHORAGE. MASONRY AND CONCRETE CHIMNEYS IN STRUCTURES ASSIGNED TO SEISMIC INTO GARAGE AREA. FURTHERMORE, MUST BE INSTALLED IN CONFORMANCE WITH THE NEC. THE INTENT IS TO DESIGN CATEGORY C OR D SHALL BE ANCHORED AT EACH FLOOR, CEILING OR ROOF LINE 7. SHOWER WALLS OVER BATH TUBS SHALL BE OF APPROVED NONABSORBENT WATER- HAVE A RECEPTACLE AT AIR CONDITIONING COMPRESSORS ON THE GROUND LEVEL AND MECHANICAL UNITS MOUNTED ON THE ROOF. 3. ALL INSULATING MATERIALS SHALL BE CERTIFIED BY THE MANUFACTURER AS COMPLYING WITH THE qP P L I CAB L E CODES MORE THAN 6 FEET (1829 MM) ABOVE GRADE, EXCEPT WHERE CONSTRUCTED COMPLETELY PROOF MATERIAL TO BE HEIGHT OF 6'0" ABOVE THE FLOOR. WAINSCOT SHALL ALSO CALIFORNIA QUALITY STANDARDS FOR INSULATING MATERIAL. . WITHIN THE EXTERIOR WALLS. ANCHORAGE SHALL CONFORM TO THE FOLLOWING EXTEND A FULL 4" BEYOND THE FACE OF THE TUB OR SHOWER. THE FOLLOWING ARE REQUIRED FOR BUILDING IN FIRE ZONE 4: 15. EQUIPMENT IN OVERHEAD REQUIRING ACCESS SHALL BE ARRANGED TO PERMIT 4. GLAZING IN DOORS AND ENCLOSURES FOR BATHTUBS AND SHOWERS HAVE A MINIMUM CATEGORY THESE PLANS SHALL COMPLY W/ THE LOCAL MUNICIPAL CODE AND 2016 EDITION OF THE REQUIREMENTS. 2111.4.1 ANCHORAGE. TWO 3/16-INCH BY I -INCH (4.8 MM BY 25.4 MM) STRAPS A. ROOF COVERING SHALL BE "FIRE RETARDANT" AS SPECIFIED IN (3203-E) THE REQUIRED ACCESS AN THE SURFACE BELOW THE EQUIPMENT SHALL PERMIT THE CLASSIFICATION OF II PER 2016 C.B.C. CODE CHAPTER 24. CALIFORNIA BUILDING CODE WHICH ADOPTS THE 2016 IBC, 2016 CMC, 2016 CPC AND THE SHALL BE EMBEDDED A MINIMUM OF 12 INCHES (305 MM) INTO THE CHIMNEY. STRAPS SHALL SUBDIVISIONS 1-4 AND 6-11. SAFE USE OF A PORTABLE LADDER OR STAGING. THIS MIGHT COME INTO EFFECT WHEN 5. GLAZED WARDROBE DOORS MEET IMPACT TEST PER 2007 U.B.C. CHAPTER 24. LAMINATED GLASS MUST ALSO 2016 CEC AND CALIFORNIA AMENDMENTS BE HOOKED AROUND THE OUTER BARS AND EXTEND 6 INCHES (152 MM) BEYOND THE BEND. B. TILE ROOFS SHALL BE FIRE -STOPPED AT EAVES. CABINETS ETC., ARE PLACED UNDER THE CEILING WHERE THE EQUIPMENT REQUIRING MEET THE BOIL TEST REQUIREMENTS OF 2008 U.B.C. CHAPTER 24. EACH STRAP SHALL BE FASTENED TO A MINIMUM OF FOUR FLOOR JOISTS WITH TWO 1/2-INCH C. UNDER -FLOOR AREA SHALL BE ENCLOSED TO THE GROUND WITH WALLS AS (12.7 MM) BOLTS. REQUIRED FOR EXTERIOR OF THE BUILDING UNLESS THE UNDERSIDE OF EXPOSED 16. COMBUSTION AIR OPENINGS IN FUEL BURNING APPLIANCE ENCLOSURE (SUCH AS 6. INSIDE FINISHED DIMENSIONS OF SHOWER COMPARTMENT MUST BE 30" MINIMUM WIDTH AND 24" CLEAR FLOORS AND SUPPORTING COLUMNS, POSTS, BEAMS AND WALLS ARE PROTECTED AS REQUIRED FOR EXTERIOR ONE HOUR FIRE RESISTIVE CONSTRUCTION. (NOTE: WATER HEATER ENCLOSURES) SHALL HAVE ONE OPENING LOCATED WITHIN THE UPPER 12 INCHES OF THE ENCLOSURE. EXCEPTION: WHEN ALL AIR IS TAKEN FROM OUTDOORS SPACE IN FRONT OF TOILET. CODES . AREAS UNDER CANTILEVER BALCONIES AND UNROOFED WALKING DECKS NOT FOR AN APPLIANCE WITH A MINIMUM CLEARANCE OF 1 INCH ON THE SIDES AND BACK 7. CONTINUOUS BURNING GAS PILOT LIGHTS ARE PROHIBITED. DIVISION 5. METALS - HANDRAILS HAVING EXPOSED UTILITIES, PIPES, OR OTHER MECHANICAL DEVISED, NEED NOT 12 BTHE BE CONSIDERED UNDER FLOOR AREAS.) WITHIN THE U PER I COHES OF THOE ENC OSURE. S NGLE O ENING MUST BDE SIZED 8. WHEN GAS OUTLET IS USED AT FIREPLACE THE GAS OUTLET CONTROL VALVE SHALL BE LOCATED IN THE SAME ELECTR CALOCODE:............................... 2016 CALIF. ELECTICAL CCODECC E.C. D. UTILITIES PIPES FURNACES WATER HEATERS AND OTHER MECHANICAL DEVISED IN EXPOSED UNDER FLOOR AREAS SHALL BE ENCLOSED WITH STUCCO OR OTHER AS THE TOTAL AREA REQUIRED PER SECTION 701.4.2 C.M.C. 2016. ROOM OUTSIDE HEARTH BUT NOT MORE THAN 4'O" FROM OUTLET. MECHANICAL CODE :........................... 2016 CALIF. MECHANICAL CODE (C.M.C.) 1. STRUCTURAL STEEL AND MISCELLANEOUS IRON SHALL CONFORM TO ASTM A.36. MATERIAL APPROVED FOR EXTERIOR ONE HOUR CONSTRUCTION. ADEQUATE 17. WATER CLOSETS SHALL USE NO MORE THAN 1.6 GALLONS PER FLUSH. 9. EAVES MAY NOT EXTEND MORE THAN 2'0" INTO sIDE YARDs. PLUMBING CODE :................................. 2016 CALIF. PLUMBING CODE (C.P.C.) 2. HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED TO RESIST A 50 PLF LOAD APPLIED IN ANY ACCESS OPENINGS FOR SERVICE ARE RE UIRED. Q FIRE CODE :............................................... 2016 CALIF. FIRE CODE CFC ( ) DIRECTION AT THE TOP. OPEN GUARDS SHALL BE DESIGNED SUCH THAT A 4" DIAMETER SPHERE E. OPENING IN TO ATTICS, UNDER FLOOR AREAS AND OTHER ENCLOSED AREAS 18. PROVIDE PERMANENTLY ACCESSIBLE 12" SQ. TUB TRAP ACCESS OR ONE PIECE TUB DRAIN SYSTEM. 10. A TREE REMOVAL PLOT PLAN AND PRE CONSTRUCTION INSPECTION ARE REQUIRED PRIOR TO ISSUANCE OF CANNOT PASS THROUGH ANY OPENING. SECTIONS 1012, 1013, & 1607.7 C.B.C. 2016 SHALL BE COVERED WITH 14" TO 1/2" CORROSION RESISTANT WIRE MESH EXCEPT A PERMIT. ENERGY CODE TITLE 24 - PART 6 :...... 2016 CALIF. ENERGY STANDARDS ( ) 3. STRUCTURAL STEEL SHALL CONFORM TO ASTM A-36 AND TO AISC SPECIFICATIONS FOR FABRICATION FOR oPENINGs wITH sa,sH oR DooRs. 19. PROVIDE APPROVED BACK FLOW PREVENTION DEVICES AT ALL EXTERIOR HOSE BIBS. ACCESSIBILITY CODE :........................... 2016 CALIF. BUILDING CODE -CHAPTER 11 AND ERECTION. F. CHIMNEYS SHALL HAVE SPARK ARRESTOR 1/2' SCREEN. 11. LAUNDRY ROOMS IN SINGLE FAMILY DWELLINGS NO LONGER ARE REQUIRED TO HAVE MECHANICAL GREEN CODE (TITLE 24 -PART 11):...... 2016 CALIF. GREEN BUILDING STANDARDS (C.G.C.) 4. ALL STRUCTURAL STEEL PIPE SHALL CONFORM TO ASTM A501. TE 8. SHOW HOW HEAT PRODUCING APPLIANCES (WATER HEATER/DRYER/FURNACE) IN GARAGE 20. PROVIDE APPROVED TRAP PRIMER FOR FLOOR DRAINS. VENTILATION OR NATURAL VENTILATION. 5. ALL STRUCTURAL STEEL TUBES SHALL CONFORM TO ASTM A500 GRADE B. WILL BE PROTECTED FROM AUTOMOBILE DAMAGE (WHEEL BLOCKS ARE NOT SUFFICIENT). SEE GREEN CODE NON-RESIDENTIAL CHECKLIST ON PAGE G-2.0 FOR MANDATORY 6. ALL BOLTS SHALL CONFORM TO ASTM A307 UNLESS NOTED OTHERWISE ON PLANS. ELEMENTS OF APPLIANCES WHICH CREATE A GLOW, SPARK, OR FLAME SHALL BE 21. NO GAS PIPING SHALL BE INSTALLED IN OR ON THE GROUND UNDER ANY BUILDING OR STRUCTURE. 12. STORAGE AREAS FOR SINGLE FAMILY RESIDENCES MAY BE CALCULATED AT A UNIFORM FLOOR LOAD OF 40 MEASURES. G.C. & SUB -CONTRACTORS TO COMPLY WITH APPLICABLE MEASURES. SEE 7. ALL STRUCTURAL STEEL EXPOSED TO WEATHER SHALL BE HOP -DIP GALVANIZED AFTER LOCATED A MINIMUM OF 18" ABOVE GARAGE FLOOR. PROVIDE 26 GAUGE GALVANIZED POUNDS PER SQUARE FOOT MINIMUM. ALSO NOTES ON FLOOR PLAN FABRICATION. IRON OR STEEL DUCT THROUGH GARAGE TO SWELLING SEPARATION OR PROVIDE 8. ALL WELDING OF STRUCTURAL STEEL SHALL BE DONE BY CERTIFIED WELDERS AND CONFORM TO APPROVED DAMPER. 13. EMBEDDED STRAPS IN CONCRETE OR MASONRY WALLS ARE TO BE HOOKED AROUND REINFORCEMENT. THE AWS CODE. WELDING ELECTRODE SHALL BE E70. U U z � Oz V M N Z � 00 Z Q V U M J Q E d o t o w N v ♦ a Z (n o 0 w co U' _ U) u m x �, W w� LU F ♦ °' 0 Z) - cn ♦ `� o W zwo. �' Q v n O 0 V v _ - N i- Q w - o U co 3 W w 3 (n� U)w 3 Z w - O I� _ w - a dt U r_ 0�r Q 0- /� V rrzn V 6) X J DATE FINISHED MARCH 2O17 R E V I S I O N S THESE PLANS SHALL COMPLY WITH THE 2013 CALIFORNIA BUILDING CODE WHICH ADOPTS THE 2016 CMC 2016 CPC 2016 THE Z106 ENERGY STANDARDS THESE DOCUMENTS AND THE DESIGN AND IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF A PROFESSIONAL SERVICE, ARE THE SOLE PROPERTY OF STEENO DESIGN STUDIO INC. ANY USE, IN WHOLE OR IN PART FOR WHICH THEY WERE NOT PROVIDED SHALL BE UNLAWFUL SED ARCh, �,� S R . /T G S�' FO Z -26448 (P \Q -7 ' sKA�� ` 2/2 O OF CAL\ W Z) J U a� 0Do w O `e z0co C� H o U Y m Z Q m N O ~�� zw I- O 0�a 0 0- r n �/ / Q L.1- ' O � wA' 6. W M � N N 1 Lu 6 � Q U pJU m W Q U O Z a w - O O m O r � a V JOB NO. C15-160 SHEET NAME: BUILDING CODE GENERAL NOTES PAGE G-2 OF SHTS. ADHESIVE VOC LIMITS TABLE 5.504.4.1 ARCHITECTURAL APPLICATIONS VOC LIMIT INDOOR CARPET ADHESIVES 50 CARPET PAD ADHESIVES 50 OUTDOOR CARPET ADHESIVES 150 WOOD FLOORING ADHESIVE 100 RUBER FLOOR ADHESIVES 60 SUBFLOOR ADHESIVES 50 CERAMIC TILE ADHESIVES 65 VCT AND ASPHALT TILE ADHESIVES 50 DRYWALL AND PANEL ADHESIVES 50 COVE BASED ADHESIVES 50 MULTIPURPOSE CONSTRUCTION ADHESIVES 70 STRUCTURAL GLAZING ADHESIVES 100 SINGLE -PLY ROOF MEMBRANE ADHESIVES 250 OTHER ADHESIVE NOT SPECIFICALLY LISTED 1 50 SPECIALTY APPLICATIONS PVC WELDING 510 CPVC WELDING 490 ABS WELDING 325 PLASTIC CEMENT WELDING 250 ADHESIVE PRIMER FOR PLASTIC 550 CONTACT ADHESIVE 80 SPECIAL PURPOSE CONTACT ADHESIVE 250 STRUCTURAL WOOD MEMBER ADHESIVE 140 TOP AND TRIM ADHESIVE 1 250 SUBSTRATE SPECIFIC APPLICATIONS METAL TO METAL 30 PLASTIC FORMS 50 POROUS MATERIAL (EXCEPT WOOD) 50 WOOD 30 FIBERGLASS 1 80 1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED. 2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168, HTTP://WWW.ARB.CA.GOV/DRDB/SC/CURHTML/R1168. PDF. VOC CONTENT LIMITS TABLE 5.504.4.3 COATING CATEGORY CUR. LIMIT FLAT COATINGS 50 NONFLAT COATINGS 100 NONFLAT HIGH GLOSS COATINGS 150 ALUMINUM ROOF COATINGS 400 BASEMENT SPECIALTY COATINGS 400 BITUMINOUS ROOF COATINGS 50 BITUMINOUS ROOF PRIMERS 350 BOND BREAKERS 350 CONCRETE CURING COMPOUNDS 350 CONCRETE/MASONRY SEALERS 100 DRIVEWAY SEALERS 50 DRY FOG COATINGS 150 FAUX FINISHING COATINGS 350 FIRE RESISTIVE COATINGS 350 FLOOR COATINGS 100 FORM -RELEASE COMPOUNDS 250 GRAPHIC ARTS COATINGS (SIGN PAINTS) 500 HIGH -TEMPERATURE COATINGS 420 INDUSTRIAL MAINTENANCE COATINGS 250 LOW SOLIDS COATINGS 120 MAGNESITE CEMENT COATINGS 450 MASTIC TEXTURE COATINGS 100 METALLIC PIGMENTED COATINGS 500 MULTICOLOR COATINGS 250 PRETREATMENT WASH PRIMERS 420 PRIMERS, SEALERS AND UNDERCOATERS 100 REACTIVE PENETRATING SEALERS 350 RECYCLED COATINGS 250 ROOF COATINGS 50 RUST PREVENTATIVE COAINGS 250 SHELLACS CLEAR 730 SHELLACS OPAQUE 550 SPECIALTY PRIMERS, SEALERS & UNDERCOATERS 100 STAINS 250 STONE CONSOLIDANTS 450 SWIMMING POOL COATINGS 340 TRAFFIC MARKING COATINGS 100 TUB AND TILE REFINISH COATINGS 420 WATERPROOFING MEMBRANES 250 WOOD COATINGS 275 WOOD PRESERVATIVES 350 ZINC -RICH PRIMERS 340 1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER AND INCLUDING EXEMPT COMPOUNDS. 2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE. 3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIVIED BY THE CALIORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEBRUARY 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCESBOARD. SEALANT VOC LIMIT SEALANTS VOC LIMIT ARCHITECTURAL 250 MARINE DECK 760 NONMEMBRANE ROOF 300 ROADWAY 250 SINGLE -PLY ROOF MEMBRANE 450 OTHER 420 SEALANT PRIMERS ARCHITECTURAL NONPOROUS 250 ARCHITECTURAL POROUS 775 MODIFIED BITUMINOUS 500 MARINE DECK 760 OTHER 750 FORMALDEHYDE LIMITS PRODUCT LIMIT HARDWOOD PLYWOOD VENEER CORE 0.05 HARDWOOD PLYWOOD COMPOSITE CORE 0.05 PARTICLE BOARD 0.09 MEDIUM DENSITY FIBERBOARD 0.11 THIN MEDIUM DENSITY FIBERBOARD 1 0.13 BICYCLE PARKI N G TOTAL NUMBER OF PARKING SPACES NUMBER OF REQUIRED SPACES 0-9 0 10-25 1 26-50 3 51-75 6 76-100 8 101-150 11 151-200 16 201 AND OVER AT LEAST 8 PERCENT OF TOTAL MANDATORY MEASURES OF THE 20 SECTION 5.101 GENERAL 5.101 SCOPE THE PROVISIONS OF THIS DIVISION OUTLINE PLANNING, DESIGN AND DEVELOPMENT METHODS THAT INCLUDE ENVIRONMENTALLY RESPONSIBLE SITE SELECTION, BUILDING DESIGN, BUILDING SITING AND DEVELOPMENT TO PROTECT, RESTORE AND ENHANCE THE ENVIRONMENTAL QUALITY OF THE SITE AND RESPECT THE INTEGRITY OF ADJACENT PROPERTIES. SECTION 5.106 SITE DEVELOPMENT 5.106.1 GENERAL. PRESERVATION AND USE OF AVAILABLE NATURAL RESOURCES SHALL BE ACCOMPLISHED THROUGH EVALUATION AND CAREFUL PLANNING TO MINIMIZE NEGATIVE EFFECTS ON THE SITE AND ADJACENT AREAS. PRESERVATION OF SLOPES, MANAGEMENT OF STORM WATER DRAINAGE AND EROSION CONTROLS SHALL COMPLY WITH THIS SECTION. 5.106.2 STORM WATER POLLUTION PREVENTION PLAN. FOR NEWLY CONSTRUCTED PROJECTS OF LESS THAN ONE ACRE, DEVELOP A STORM WATER POLLUTION PREVENTION PLAN (S.W.P.P.P.) THAT HAS BEEN DESIGNED, SPECIFIC TO ITS SITE, CONFORMING TO THE STATE STORM WATER N.P.D.E.S CONSTRUCTION PERMIT OR LOCAL ORDINANCE, WHICHEVER IS STRICTER, AS IS REQUIRED FOR PROJECTS ONE ACRE OR MORE. THE PLAN SHOULD COVER PREVENTION OF SOIL LOSS BY STORM WATER RUN-OFF AND/OR WIND EROSION, OF SEDIMENTATION, AND/OR OF DUST/PARTICULATE MATTER AIR POLLUTION. NOTE: ASSISTANCE WITH THE PERMIT MAY BE OBTAINED FROM THE CALIFORNIA STATE WATER RESOURCES CONTROL BOARD (S.W.R.C.B.) AT, HTTP://WWW.SWRCB.CA.GOV/STROMWTR/, FROM A REGIONAL WATER QUALITY CONTROL BOARD, AND AT THE LOCAL PUBLIC WORKS DEPARTMENTS. 5.106.4 BICYCLE PARKING AND CHANGING ROOMS. COMPLY WITH SECTIONS 5.106.4.1 AND 5.106.4.2, OR MEET LOCAL ORDINANCE OR THE UNIVERSITY OF CALIFORNIA POLICY ON SUSTAINABLE PRACTICES, WHICHEVER IS STRICTER. 5.106.4.1 SHORT-TERM BICYCLE PARKING. IF THE PROJECT IS ANTICIPATED TO GENERATE VISITOR TRAFFIC, PROVIDE PERMANENTLY ANCHORED BICYCLE RACKS WITHIN 100 FEET OF THE VISITORS' ENTRANCE, READILY VISIBLE TO PASSERS-BY, FOR 5 PERCENT OF VISITOR MOTORIZED VEHICLE PARKING CAPACITY, WITH A MINIMUM OF ONE TWO -BIKE CAPACITY RACK. 5.1064.2 LONG TERM BICYCLE PARKING FOR BUILDINGS WITH OVER 10 TENANT -OCCUPANTS, PROVIDE SECURE BICYCLE PARKING FOR 5 PERCENT OF MOTORIZED VEHICLE PARKING CAPACITY, WITH A MINIMUM OF ONE SPACE. ACCEPTABLE PARKING FACILITIES SHALL BE CONVENIENT FROM THE STREET AND MAY INCLUDE: 1. COVERED, LOCKABLE ENCLOSURES WITH PERMANENTLY ANCHORED RACKS FOR BICYCLES, 2. LOCKABLE BICYCLE ROOMS WITH PERMANENTLY ANCHORED RACKS, AND 3. LOCKABLE PERMANENTLY ANCHORED BICYCLE LOCKERS. NOTE: ADDITIONAL INFORMATION ON RECOMMENDED BICYCLE ACCOMMODATIONS MAY BE OBTAINED FROM SACRAMENTO AREA BICYCLE ADVOCATES. 5.106.5.2 DESIGNATED PARKING PROVIDE DESIGNATED PARKING FOR ANY COMBINATION OF LOW -EMITTING, FUEL -EFFICIENT AND CARPOOL/VAN POOL VEHICLES AS FOLLOWS SHOWN IN TABLE 5.106.5.2 5.106.5.2.1 PARKING STALL MARKING. PAINT, IN THE PAINT USED FOR STALL STRIPING, THE FOLLOWING CHARACTERS SUCH THAT THE LOWER EDGE OF THE LAST WORD ALIGNS WITH THE END OF THE STALL STRIPING AND IS VISIBLE BENEATH A PARKED VEHICLE: CLEAN AIR VEHICLE 5.106.8 LIGHT POLLUTION REDUCTION. COMPLY WITH LIGHTING POWER REQUIREMENTS IN THE CALIFORNIA ENERGY CODE, C.C.R., PART 6, AND DESIGN INTERIOR AND EXTERIOR LIGHTING SUCH THAT ZERO DIRECT -BEAM ILLUMINATION LEAVES THE BUILDING SITE. MEET OR EXCEED EXTERIOR LIGHT LEVELS AND UNIFORMITY RATIOS FOR LIGHTING ZONES 1-4 AS DEFINED IN CHAPTER 10 OF THE CALIFORNIA ADMINISTRATIVE CODE C.C.R. PART 1 USING THE FOLLOWING STRATEGIES: 1. SHIELD ALL EXTERIOR LUMINARIES OR PROVIDE CUTOFF LUMINARIES PER SECTION 132 (B) OF THE CALIFORNIA ENERGY CODE. 2. CONTAIN INTERIOR LIGHTING WITHIN EACH SOURCE. 3. ALLOW NO MORE THAN .01 HORIZONTAL LUMEN FOOTCANDLES TO ESCAPE 15 FEET BEYOND THE SITE BOUNDARY. 4. AUTOMATICALLY CONTROL EXTERIOR LIGHTING DUSK TO DAWN TO TURN OFF OR LOWER LIGHT LEVELS DURING INACTIVE PERIODS. EXCEPTIONS: 1. PART 2, CHAPTER 12, SECTION 1205.6 FOR CAMPUS LIGHTING REQUIREMENTS FOR PARKING FACILITIES AND WALKWAYS. 2. EMERGENCY LIGHTING AND LIGHTING REQUIRED FOR NIGHTTIME SECURITY. 5.106.10 GRADING AND PAVING THE SITE SHALL BE PLANNED AND DEVELOPED TO KEEP SURFACE WATER FROM ENTERING BUILDINGS. CONSTRUCTION PLANS SHALL INDICATE HOW SITE GRADING OR A DRAINAGE SYSTEM WILL MANAGE ALL SURFACE WATER FLOWS. SECTION 5.201 GENERAL 5.201.1 SCOPE. FOR THE PURPOSES OF MANDATORY ENERGY EFFICIENCY STANDARDS IN THIS CODE, THE CALIFORNIA ENERGY COMMISSION WILL CONTINUE TO ADOPT MANDATORY BUILDING STANDARDS. NOTE: IT IS THE INTENT OF THIS CODE TO ENCOURAGE BUILDINGS TO ACHIEVE EXEMPLARY PERFORMANCE IN THE AREA OF ENERGY EFFICIENCY FOR THE PURPOSES OF ENERGY EFFICIENCY STANDARDS, THE CALIFORNIA ENERGY COMMISSION BELIEVES SPECIFICALLY, A GREEN BUILDING SHOULD ACHIEVE AT LEAST A 15 PERCENT REDUCTION IN ENERGY USAGE WHEN COMPARED TO THE STATE's MANDATORY ENERGY EFFICIENCY STANDARDS. SECTION 5.301 GENERAL 5.301.1 SCOPE: THE PROVISIONS OF THIS CHAPTER SHALL ESTABLISH THE MEANS OF CONSERVING WATER USED INDOORS, OUTDOORS AND WASTEWATER CONVEYANCE. SECTION 5.303 INDOOR WATER USE 5.303.1 METERS. SEPARATE METERS OR METERING DEVICES SHALL BE INSTALLED FOR THE USES DESCRIBED IN SECTIONS 503.1.1 AND 503.1.2 5.303.1.1 BUILDINGS IN EXCESS OF 50,000 SQUARE FEET. SEPARATE SUBMETERS SHALL BE INSTALLED AS FOLLOWS: 1. FOR EACH INDIVIDUAL LEASED, RENTED OR OTHER TENANT SPACE WITHIN THE BUILDING PROJECTED TO CONSUME MORE THAN 100 GAL/DAY. 2. FOR SPACES USED FOR LAUNDRY OR CLEANERS, RESTAURANT OR FOOD SERVICE, MEDICAL OR DENTAL OFFICE, LABORATORY, OR BEAUTY SALON OR BARBER SHOP PROJECTED TO CONSUME MORE THAN 100 GAL/DAY. 5.303.1.2 EXCESS CONSUMPTION. ANY BUILDING WITHIN A PROJECT OR SPACE WITHIN A BUILDING THAT IS PROJECT TO CONSUME MORE THAN 1,000 GAL/DAY. 5.303.2 TWENTY PERCENT SAVINGS. A SCHEDULE OF PLUMBING FIXTURES AND FIXTURE FITTINGS THAT WILL REDUCE THE OVERALL USE OF POTABLE WATER WITHIN THE BUILDING BY 20 PERCENT SHALL BE PROVIDED. THE REDUCTION SHALL BE BASED ON THE MAXIMUM ALLOWABLE WATER USE PER PLUMBING FIXTURE AND FITTINGS AS REQUIRED BY THE CALIFORNIA BUILDING STANDARDS CODE. THE 20 PERCENT REDUCTION IN POTABLE WATER USE SHALL BE DEMONSTRATED BY ONE OF THE FOLLOWING METHODS: 1. EACH PLUMBING FIXTURE AND FITTING SHALL MEET THE 20 PERCENT REDUCED FLOW RATE SPECIFIED IN TABLE 5.303.2.3 OR 2. A CALCULATION DEMONSTRATING A 20 PERCENT REDUCTION IN THE BUILDING "WATER USE BASELINE" AS ESTABLISHED IN TABLE 5.303.2.2 SHALL BE PROVIDED. 5.303.21 MULTIPLE SHOWER HEAD SERVING ONE SHOWER. WHEN SINGLE SHOWER FIXTURES ARE SERVED BY MORE THAN ONE SHOWERHEAD, THE COMBINED FLOW RATE OF ALL THE SHOWERHEADS SHALL NOT EXCEED THE MAXIMUM FLOW RATES SPECIFIED IN THE 20 PERCENT REDUCTION COLUMN CONTAINED IN TABLE 5.303.2.3 OR THE SHOWER SHALL BE DESIGNED TO ONLY ALLOW ONE SHOWERHEAD TO BE IN OPERATION AT A TIME. EXCEPTION: THE MAXIMUM FLOW RATE FOR SHOWER HEADS WHEN USING THE CALCULATION METHOD SPECIFIED IN SECTION 5.303.2 ITEM 2 IS 2.5 G.P.M. @80PSI. 5.303.4 WASTEWATER REDUCTION EACH BUILDING SHALL REDUCE BY 20 PERCENT WASTEWATER BY ONE OF THE FOLLOWING METHODS: 1. DSA-SS THE INSTALLATION OF WATER -CONSERVING FIXTURES WATER CLOSETS URINALS MEETING THE CRITERIA ESTABLISHED IN SECTIONS 5.303.2 OR 5.303.3 OR 2. UTILIZING NONPOTABLE WATER SYSTEMS, CAPTURED RAINWATER, GRAYWATER, AND MUNICIPALLY TREATED WASTEWATER (RECYCLED WATER) COMPLYING WITH THE CURRENT EDITION OF THE CALIFORNIA PLUMBING CODE OR OTHER METHODS DESCRIBED IN SECTION A5.304. 5.303.6 PLUMBING FIXTURES AND FITTINGS. PLUMBING FIXTURES (WATER CLOSETS AND URINALS) AND FITTINGS (FAUCETS AND SHOWERHEADS) SHALL MEET THE STANDARDS REFERENCED IN TABLE 5.503.6. SECTION 5.304 OUTDOOR WATER USE 5304.1 WATER BUDGET. A BUDGET SHALL BE DEVELOPED FOR LANDSCAPE IRRIGATION USE THAT CONFORMS TO THE LOCAL WATER EFFICIENT LANDSCAPE ORDINANCE OR TO THE CALIFORNIA DEPARTMENT OF WATER RESOURCES MODEL WATER EFFICIENT LANDSCAPE ORDINANCE WHERE NO LOCAL ORDINANCE IS APPLICABLE. NOTE: PRESCRIPTIVE MEASURES TO ASSIST IN COMPLIANCE WITH THE WATER BUDGET ARE LISTED IN SECTIONS 492.5 THROUGH 492.8, 492.10 AND 492.11 OF THE ORDINANCE, WHICH MAY BE FOUND AT: HTTP://W W W.OW U E. WATER.CA.GOV/LAN DSCAPE/O RD/ORD.CFM 5.304.2 OUTDOOR POTABLE WALTER USE. FOR NEW WATER SERVICE FOR LANDSCAPED AREA BETWEEN 1,000 SQUARE FEET AND 5,000 SQUARE FEET (THE LEVEL AT WHICH WATER CODE 535 APPLIES), SEPARATE METERS OR SUBMETERS SHALL BE INSTALLED FOR INDOOR AND OUTDOOR POTABLE WATER USE. 5.304.3 IRRIGATION DESIGN. IN NEW NONRESIDENTIAL CONSTRUCTION WITH BETWEEN 1,000 AND 2,500 SQUARE FEET OF LANDSCAPED AREA ( THE LEVEL AT WHICH M.L.O. APPLIES), INSTALL IRRIGATION CONTROLLERS AND SENSORS WHICH INCLUDE THE FOLLOWING CRITERIA, AND MEET MANUFACTURER'S RECOMMENDATIONS. 5.304.3.1 IRRIGATION CONTROLLERS. AUTOMATIC IRRIGATION SYSTEM CONTROLLERS INSTALLED AT THE TIME OF FINAL INSPECTION SHALL COMPLY WITH THE FOLLOWING: 1. CONTROLLERS SHALL BE WEATHER- OR SOIL MOISTURE -BASED CONTROLLERS THAT AUTOMATICALLY ADJUST IRRIGATION IN RESPONSE TO CHANGES IN PLANTS' NEEDS AS WEATHER CONDITIONS CHANGE 2. WEATHER -BASED CONTROLLERS WITHOUT INTEGRAL RAIN SENSORS OR COMMUNICATION SYSTEMS THAT ACCOUNT FOR LOCAL RAINFALL SHALL HAVE A SEPARATE WIRED OR WIRELESS RAIN SENSOR WHICH CONNECTS OR COMMUNICATES WITH THE CONTROLLERS . SOIL MOISTURE -BASED CONTROLLERS ARE NOT REQUIRED TO HAVE RAIN SENSOR INPUT. NOTE: MORE INFORMATION REGARDING IRRIGATION CONTROLLER FUNCTION AND SPECIFICATIONS IS AVAILABLE FROM THE IRRIGATION ASSOCIATION. SECTION 5.401 GENERAL 5.401.1 SCOPE. THE PROVISION OF THIS CHAPTER SHALL OUTLINE MEANS OF ACHIEVING MATERIAL CONSERVATION AND RESOURCE EFFICIENCY THROUGH PROTECTION OF BUILDINGS FROM EXTERIOR MOISTURE, CONSTRUCTION WASTE DIVERSION, EMPLOYMENT OF TECHNIQUES TO REDUCE POLLUTION THROUGH RECYCLING OF MATERIALS, AND BUILDING COMMISSIONING OR TESTING AND ADJUSTING. SECTION 5.407 WATER RESISTANCE AND MOISTURE MANAGEMENT 5.407.1 WEATHER PROTECTION. PROVIDE A WEATHER -RESISTANT EXTERIOR WALL AND FOUNDATION ENVELOP AS REQUIRED BY CALIFORNIA BUILDING CODE SECTION 1403.2 (WEATHER PROTECTION) AND CALIFORNIA ENERGY CODE SECTION 150, ( MANDATORY FEATURES AND DEVICES), MANUFACTURER'S INSTALLATION INSTRUCTIONS OR LOCAL ORDINANCE, WHICHEVER IS MORE STRINGENT. 5.407.2 MOISTURE CONTROL. EMPLOY MOISTURE CONTROL MEASURES BY THE FOLLOWING METHODS. 5.407.2.1 SPRINKLERS. DESIGNS AND MAINTAIN LANDSCAPE IRRIGATION SYSTEMS TO PREVENT SPRAY ON STRUCTURES. 5.407.2.2 ENTRIES AND OPENINGS. DESIGN EXTERIOR ENTRIES AND/OR OPENINGS SUBJECT TO FOOT TRAFFIC OR WIND -DRIVEN RAIN TO PREVENT WATER INTRUSION INTO BUILDINGS. NOTES: 1. USE FEATURES SUCH AS OVERHANGS AND RECESSES, AND FLASHING INTEGRATED WITH A DRAINAGE PLANE. 2. USE NONABSORBENT FLOOR AND ALL FINISHES WITHIN AT LEAST TWO FEET AROUND AND PERPENDICULAR TO SUCH OPENINGS. SECTION 5.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING 5.408.1 CONSTRUCTION WASTE DIVERSION. ESTABLISH A CONSTRUCTION WASTE MANAGEMENT PLAN FOR THE DIVERTED MATERIALS, OR MEET LOCAL CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT ORDINANCE, WHICHEVER IS MORE STRINGENT. 5.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN. WHERE A LOCAL JURISDICTION DOES NOT HAVE A CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT ORDINANCE, SUBMIT A CONSTRUCTION WASTE MANAGEMENT PLAN FOR APPROVAL BY THE ENFORCEMENT AGENCY THAT: 1. IDENTIFIES THE MATERIALS TO BE DIVERTED FROM DISPOSAL BY EFFICIENT USAGE, RECYCLING, REUSE ON THE PROJECT OR SALVAGE FOR FUTURE USE OR SALE. 2. DETERMINES IF MATERIALS WILL BE SORTED ON -SITE OR MIXED. 3. IDENTIFIES DIVERSION FACILITIES WHERE MATERIAL COLLECTED WILL BE TAKEN. 4. SPECIFIES THAT THE AMOUNT OF MATERIALS DIVERTED SHALL BE CALCULATED BY WEIGHT OR VOLUME, BUT NOT BY BOTH. 5.408.2.1 DOCUMENTATION. DOCUMENTATION SHALL BE PROVIDED TO THE ENFORCING AGENCY WHICH DEMONSTRATES COMPLIANCE WITH SECTIONS 5.408.2, ITEMS 1 THRU 4. THE WASTE MANAGEMENT PLAN SHALL BE UPDATED AS NECESSARY AND SHALL BE ACCESSIBLE DURING CONSTRUCTION FOR EXAMINATION BY THE ENFORCING AGENCY. EXCEPTION: DSA-SS JOBSITES IN AREAS WHERE THERE IS NO MIXED CONSTRUCTION AND DEMOLITION DEBRIS (C&D) PROCESSOR OR RECYCLING FACILITIES WITHIN A FEASIBLE HAUL DISTANCE SHALL MEET THE REQUIREMENTS AS FOLLOWS: 1. THE ENFORCEMENT AGENCY HAVING JURISDICTION SHALL AT ITS DISCRETION, ENFORCE THE WASTE MANAGEMENT PLAN AND MAKE EXCEPTIONS AS DEEMED NECESSARY. 5.408.2.2 ISOLATED JOBSITES. THE ENFORCING AGENCY MAY MAKE EXCEPTIONS TO THE REQUIREMENTS OF THIS SECTION WHEN JOBSITES ARE LOCATED IN AREAS BEYOND THE HAUL BOUNDARIES OF THE DIVERSION FACILITY. NOTES: 1. SAMPLE FORMS FOUND IN CHAPTER 8 MAY BE USED TO ASSIST IN DOCUMENTING COMPLIANCE WITH THE WASTE MANAGEMENT PLAN. 2. MIXED CONSTRUCTION AND DEMOLITION DEBRIS (C&D) PROCESSORS CAN BE LOCATED AT THE CALIFORNIA DEPARTMENT OF RESOURCES RECYCLING AND RECOVERY (CALRECYCLE). 5.408.3 CONSTRUCTION WASTE REDUCTION OF AT LEAST 50 PERCENT. RECYCLE AND/OR SALVAGE FOR REUSE A MINIMUM OF 50 PERCENT OF THE NON -HAZARDOUS CONSTRUCTION AND DEMOLITION DEBRIS, OR MEET A LOCAL CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT ORDINANCE, WHICHEVER IS MORE STRINGENT. CALCULATE THE AMOUNT OF MATERIALS DIVERTED BY WEIGHT OR VOLUME, BUT NOT BY BOTH. EXCEPTIONS: 1. EXCAVATED SOIL AND LAND -CLEARING DEBRIS 2. ALTERNATE WASTE REDUCTION METHODS DEVELOPED BY WORKING WITH LOCAL AGENCIES IF DIVERSION OR RECYCLE FACILITIES CAPABLE OF COMPLIANCE WITH THIS ITEM DO NOT EXIST. 5.408.4 EXCAVATED SOIL AND LAND CLEARING DEBRIS. 100 PERCENT OF TREES, STUMPS, ROCKS AND ASSOCIATED VEGETATION AND SOILS RESULTING PRIMARILY FROM LAND CLEARING SHALL BE REUSED OR RECYCLED. FOR A PHASED PROJECT, SUCH MATERIAL MAY BE STOCKPILED ON SITE UNTIL THE STORAGE SITE IS DEVELOPED. SECTION 5.410 BUILDING MAINTENANCE AND OPERATION 5.410.1 RECYCLING BY OCCUPANTS. PROVIDE READILY ACCESSIBLE AREAS THAT SERVE THE ENTIRE BUILDING AND ARE IDENTIFIED FOR THE DEPOSITING, STORAGE AND COLLECTION OF NON -HAZARDOUS MATERIALS FOR RECYCLING, INCLUDING (AT A MINIMUM) PAPER, CORRUGATED CARDBOARD, GLASS, PLASTICS, AND METALS. 5.410.1.1 SAMPLE ORDINANCE. SPACE ALLOCATION FOR RECYCLING AREAS SHALL COMPLY WITH CHAPTER 18, PART 3, DIVISION 30 OF THE PUBLIC RESOURCES CODE. CHAPTER 18 IS KNOWN AS THE CALIFORNIA SOLID WASTE REUSE AND RECYCLING ACCESS ACT OF 1991 (ACT). NOTE: A SAMPLE ORDINANCE FOR USE BY LOCAL AGENCIES MAY BE FOUND IN APPENDIX A OF THE DOCUMENT AT THE CALRECYCLE'S WEB SITE. 5.410.2 COMMISSIONING. FOR NEW BUILDING 10,000 SQUARE FEET AND OVER BUILDING COMMISSIONING SHALL BE INCLUDED IN THE DESIGN AND CONSTRUCTION PROCESS OF THE BUILDING PROJECT TO VERIFY THAT THE BUILDING SYSTEMS AND COMPONENTS MEET THE OWNER'S OR OWNER REPRESENTATIVE'S PROJECT REQUIREMENTS. COMMISSIONING SHALL BE PERFORMED IN ACCORDANCE WITH THIS SECTION BY TRAINED PERSONNEL WITH EXPERIENCE ON PROJECTS OF COMPARABLE SIZE AND COMPLEXITY. COMMISSIONING REQUIREMENTS SHALL INCLUDE: 1. OWNER'S OR OWNER REPRESENTATIVE'S PROJECT REQUIREMENTS 2. BASIS OF DESIGN 3. COMMISSIONING MEASURES SHOWN IN THE CONSTRUCTION DOCUMENTS 4. COMMISSIONING PLAN 5. FUNCTIONAL PERFORMANCE TESTING 6. DOCUMENTATION AND TRAINING 7. COMMISSIONING REPORT ALL BUILDING SYSTEMS AND COMPONENTS COVERED BY TITLE 24, PART 6, AS WELL AS PROCESS EQUIPMENT AND CONTROLS, AND RENEWABLE ENERGY SYSTEMS SHALL BE INCLUDED IN THE SCOPE OF THE COMMISSIONING REQUIREMENTS. 5.410.2.1 OWNER'S OR OWNER REPRESENTATIVE'S PROJECT REQUIREMENTS (O.P.R.). THE EXPECTATIONS AND REQUIREMENTS OF THE BUILDING APPROPRIATE TO ITS PHASE SHALL BE DOCUMENTED BEFORE THE DESIGN PHASE OF THE PROJECT BEGINS. THIS DOCUMENT SHALL INCLUDE THE FOLLOWING: 1. ENVIRONMENTAL AND SUSTAINABILITY GOALS 2. ENERGY EFFICIENCY GOALS 3. INDOOR ENVIRONMENTAL QUALITY REQUIREMENTS 4. PROJECT PROGRAM, INCLUDING FACILITY FUNCTIONS AND HOURS OF OPERATION, AND NEED FOR AFTER HOURS OPERATION 5. EQUIPMENT AND SYSTEMS EXPECTATIONS 6. BUILDING OCCUPANT AND OPERATION AND MAINTENANCE (O&M) PERSONNEL EXPECTATIONS 5.410.2.2 BASIS OF DESIGN (B.O.D.). A WRITTEN EXPLANATION OF HOW THE DESIGN OF THE BUILDING SYSTEMS MEETS THE O.P.R. SHALL BE COMPLETED AT THE DESIGN PHASE OF THE BUILDING PROJECT, AND UPDATED AS NECESSARY DURING THE DESIGN AND CONSTRUCTION PHASES. THE BASIS OF DESIGN DOCUMENT SHALL COVER THE FOLLOWING SYSTEMS: 1. HEATING, VENTILATION, AIR CONDITIONING (H.V.A.C.) SYSTEMS AND CONTROLS 2. INDOOR LIGHTING SYSTEM AND CONTROLS 3. WATER HEATING SYSTEM 4. RENEWABLE ENERGY SYSTEMS 5. LANDSCAPE IRRIGATION SYSTEMS 6. WATER REUSE SYSTEMS 5.410.2.3 COMMISSIONING PLAN. PRIOR TO PERMIT ISSUANCE A COMMISSIONING PLAN SHALL BE COMPLETED TO DOCUMENT HOW THE PROJECT WILL BE COMMISSIONED AND SHALL BE STARTED DURING THE DESIGN PHASE OF THE BUILDING PROJECT. THE COMMISSIONING PLAN SHALL INCLUDE THE FOLLOWING: 1. GENERAL PROJECT INFORMATION 2. COMMISSIONING GOALS 3. SYSTEMS TO BE COMMISSIONED. PLANS TO TEST SYSTEMS AND COMPONENTS SHALL INCLUDE: A. AN EXPLANATION OF THE ORIGINAL DESIGN INTENT B. EQUIPMENT AND SYSTEMS TO BE TESTED, INCLUDING THE EXTENT OF TESTS C. FUNCTIONS TO BE TESTED D. CONDITIONS UNDER WHICH THE TEST SHALL BE PERFORMED E. MEASURABLE CRITERIA FOR ACCEPTABLE PERFORMANCE 4. COMMISSIONING TEAM INFORMATION 5. COMMISSIONING PROCESS ACTIVITIES, SCHEDULES AND RESPONSIBILITIES. PLANS FOR THE COMPLETION OF COMMISSIONING REQUIREMENTS LISTED IN SECTIONS 5.410.2.4 THROUGH 5.140.2.6 SHALL BE INCLUDED. 5. 410.2.4 FUNCTIONAL PERFORMANCE TESTING FUNCTIONAL PERFORMANCE TESTS SHALL DEMONSTRATE THE CORRECT INSTALLATION AND OPERATION OF EACH COMPONENT, SYSTEM AND SYSTEM -TO -SYSTEM INTERFACE IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. FUNCTIONAL PERFORMANCE TESTING REPORTS SHALL CONTAIN INFORMATION ADDRESSING EACH OF THE BUILDING COMPONENTS TESTED, THE TESTING METHODS UTILIZED, AND INCLUDE ANY READINGS AND ADJUSTMENTS MADE. 5.410.2.5 DOCUMENTATION AND TRAINING. A SYSTEMS MANUAL AND SYSTEMS OPERATIONS TRAINING ARE REQUIRED INCLUDING OCCUPATIONAL SAFETY AND HEALTH ACT (O.S.H.A.) REQUIREMENTS IN CALIFORNIA CODE OF REGULATIONS (C.C.R.), TITLE 8, SECTION 5142, AND OTHER RELATED REGULATIONS. 5.410.2.5.1 SYSTEMS MANUAL. DOCUMENTATION OF THE OPERATIONAL ASPECTS OF THE BUILDING SHALL BE COMPLETED WITHIN THE SYSTEMS MANUAL AND DELIVERED TO THE BUILDING OWNER OR REPRESENTATIVE AND FACILITIES OPERATOR. THE SYSTEMS MANUAL SHALL INCLUDE THE FOLLOWING: 1. SITE INFORMATION, INCLUDING FACILITY DESCRIPTION, HISTORY, AND CURRENT REQUIREMENTS 2. SITE CONTACT INFORMATION 3. BASIC OPERATIONS AND MAINTENANCE, INCLUDING GENERAL SITE OPERATING PROCEDURES, BASIC TROUBLESHOOTING, RECOMMENDED MAINTENANCE REQUIREMENTS, SITE EVENTS LOG 4. MAJOR SYSTEMS 5. SITE EQUIPMENT INVENTORY AND MAINTENANCE NOTES 6. A COPY OF ALL SPECIAL INSPECTION VERIFICATIONS REQUIRED BY THE ENFORCING AGENCY OR THIS CODE 7. OTHER RESOURCES AND DOCUMENTATION 5.410.2.5.2 SYSTEMS OPERATIONS TRAINING. THE TRAINING OF THE APPROPRIATE MAINTENANCE STAFF FOR EACH EQUIPMENT TYPE AND/OR SYSTEM SHALL BE DOCUMENTED IN THIS COMMISSIONING REPORT AND SHALL INCLUDE THE FOLLOWING: 1. SYSTEM/EQUIPMENT OVERVIEW (WHAT IT IS, WHAT IT DOES AND WITH WHAT OTHER SYSTEMS AND/OR EQUIPMENT IT INTERFACES) 2. REVIEW AND DEMONSTRATION OF SERVICING/PREVENTIVE MAINTENANCE 3. REVIEW OF THE INFORMATION IN THE SYSTEMS MANUAL 4. REVIEW OF THE RECORD DRAWINGS ON THE SYSTEM/EQUIPMENT 5.410.2.6 COMMISSIONING REPORT. A COMPLETE REPORT OF COMMISSIONING PROCESS ACTIVITIES UNDERTAKEN THROUGH THE DESIGN, CONSTRUCTION AND REPORTING RECOMMENDATIONS FOR POSTCONSTRUCTION PHASES OF THE BUILDING PROJECT SHALL BE COMPLETED AND PROVIDED TO THE OWNER OR REPRESENTATIVE. 5.410.4 TESTING AND ADJUSTING. TESTING AND ADJUSTING OF SYSTEMS SHALL BE REQUIRED FOR BUILDINGS LESS THAN 10,000 SQUARE FEET. 5.410.4.2 SYSTEMS. DEVELOP A WRITTEN PLAN OF PROCEDURES FOR TESTING AND ADJUSTING SYSTEMS. SYSTEMS TO BE INCLUDED FOR TESTING AND ADJUSTING SHALL INCLUDE AT A MINIMUM, AS APPLICABLE TO THE PROJECT: 1. H.A.V.C. SYSTEMS AND CONTROLS 2. INDOOR AND OUTDOOR LIGHTING AND CONTROLS 3. WATER HEATING SYSTEMS 4. RENEWABLE ENERGY SYSTEMS 5. LANDSCAPE IRRIGATION SYSTEMS 6. WATER REUSE SYSTEMS 5.410.4.3. PROCEDURES. PERFORM TESTING AND ADJUSTING PROCEDURES IN ACCORDANCE WITH INDUSTRY BEST PRACTICES AND APPLICABLE STANDARDS ON EACH SYSTEM AS DETERMINED BY THE BUILDING OFFICIAL. 5.410.4.3.1 H.V.A.C. BALANCING. IN ADDITION TO TESTING AND ADJUSTING, BEFORE A NEW SPACE -CONDITIONING SYSTEM SERVING A BUILDING OR SPACE IS OPERATED FOR NORMAL USE, THE SYSTEM SHALL BE BALANCED IN ACCORDANCE WITH THE PROCEDURES DEFINED BY THE TESTING ADJUSTING AND BALANCING BUREAU NATIONAL STANDARDS. THE NATIONAL ENVIRONMENTAL BALANCING BUREAU PROCEDURAL STANDARDS. OR ASSOCIATED AIR BALANCE COUNCIL NATIONAL STANDARDS OR AS APPROVED BY THE BUILDING OFFICIAL. 5.410.4.4 REPORTING. AFTER COMPLETION OF TESTING, ADJUSTING AND BALANCING, PROVIDE A FINAL REPORT OF TESTING SIGNED BY THE INDIVIDUAL RESPONSIBLE FOR PERFORMING THESE SERVICES. 5.410.4.5 OPERATION AND MAINTENANCE (O&M) MANUAL. PROVIDE THE BUILDING OWNER OR REPRESENTATIVE WITH DETAILED OPERATING AND MAINTENANCE INSTRUCTIONS AND COPIES OF GUARANTIESIWARRANTIES FOR EACH SYSTEM. O & M INSTRUCTIONS SHALL BE CONSISTENT WITH O.S.H.A. REQUIREMENTS IN C.C.R., TITLE 8, SECTION 5142, AND OTHER RELATED REGULATIONS. 5.410.4.5.1 INSPECTION AND REPORTS. INCLUDE A COPY OF ALL INSPECTION VERIFICATIONS AND REPORTS REQUIRED BY THE ENFORCING AGENCY. SECTION 5.501 GENERAL 5.501.1 SCOPE THE PROVISIONS OF THIS CHAPTER SHALL OUTLINE MEANS OF REDUCING THE QUANTITY OF AIR CONTAMINANTS THAT ARE ODOROUS, IRRITATING AND/OR HARMFUL TO THE COMFORT AND WELL-BEING OF A BUILDING'S INSTALLERS, OCCUPANTS AND NEIGHBORS. SECTION 5.503 FIREPLACES 5.503.1 GENERAL INSTALL ONLY A DIRECT -VENT SEALED -COMBUSTION GAS OR SEALED WOOD-BURINGING FIREPLACE, OR A SEALED WOODSTOVE OR PELLET STOVE, AND REFER TO RESIDENTIAL REQUIREMENTS IN THE CALIFORNIA ENERGY CODE, TITLE 24, PART 6, SUBCHAPTER 7, SECTION 150. WOODSTOVES, PELLET STOVES AND FIREPLACES SHALL COMPLY WITH APPLICABLE LOCAL ORDINANCES. 5.503.1.1 WOODSTOVES WOODSTOVES AND PELLET STOVE SHALL COMPLY WITH U.S. EPA PHASE II EMISSION LIMITS. 1 SECTION 5.504 POLLUTANT CONTROL 5.504.3 COVERING OF DUCT OPENINGS AND PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. AT THE TIME OF ROUGH INSTALLATION, DURING STORAGE ON THE CONSTRUCTION SITE AND UNTIL FINAL STARTUP OF THE HEATING, COOLING AND VENTILATING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE PLASTIC SHEETMETAL OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF WATER, DUST AND DEBRIS, WHICH MAY ENTER THE SYSTEM. 5.504.3 FINISH MATERIAL POLLUTANT CONTROL. FINISH MATERIALS SHALL COMPLY WITH THIS SECTION. 5.504.4.1 ADHESIVES, SEALANTS AND CAULKS. ADHESIVES, SEALANTS AND CAULKS USED ON THE PROJECT SHALL MEET THE REQUIREMENTS OF THE FOLLOWING STANDARDS: 1. ADHESIVES, ADHESIVE BONDING PRIMERS, ADHESIVE PRIMERS, SEALANTS, SEALANT PRIMERS, AND CAULKS SHALL COMPLY WITH LOCAL OR REGIONAL AIR POLLUTION CONTROL OR AIR QUALITY MANAGEMENT DISTRICT RULES WHERE APPLICABLE OR S.C.A.Q.M.D. RULE 1168 VOC LIMITS, AS SHOWN IN TABLE 5.504.1 OR 5.504.2, AS APPLICABLE. SUCH PRODUCTS ALSO SHALL COMPLY WITH THE RULE 1168 PROHIBITION ON THE USE OF CERTAIN TOXIC COMPOUNDS (CHLOROFORM, ETHYLENE DICHLORIDE, METHYLENE CHLORIDE, PERCHLOROETHYLENE AND TRICHLOROETHYLENE), EXCEPT FOR AEROSOL PRODUCTS, AS SPECIFIED IN SUBSECTION 2 BELOW. 2. AEROSOL ADHESIVES, AND SMALLER UNIT SIZES OF ADHESIVES, AND SEALANT OR CAULKING COMPOUNDS (IN UNITS OF PRODUCT, LESS PACKAGING, WHICH DO NOT WEIGH MORE THAN 1 POUND AND DO NOT CONSIST OF MORE THAN 16 FLUID OUNCES) SHALL COMPLY WITH STATEWIDE VOC STANDARDS AND OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS, OF CALIFORNIA CODE OF REGULATIONS, TITLE 17, COMMENCING WITH SECTION 94507. 5.504.4.3 PAINTS AND COATINGS. ARCHITECTURAL PAINTS AND COATINGS SHALL COMPLY WITH VOC LIMITS IN TABLE 1 OF THE ARB ARCHITECTURAL SUGGESTED CONTROL MEASURE, AS SHOWN IN TABLE 5.504.3, UNLESS MORE STRINGENT LOCAL LIMITS APPLY. THE VOC CONTENT LIMIT FOR COATINGS THAT DO NOT MEET THE DEFINITIONS FOR THE SPECIALTY COATINGS CATEGORIES LISTED IN TABLE 5.504.3 SHALL BE DETERMINED BY CLASSIFYING THE COATING AS A FLAT, NONFLAT OR NONFLAT-HIGH GLOSS COATING, BASED ON ITS GLOSS, AS DEFINED IN SUBSECTIONS 4.21, 4.36, AND 4.37 OF THE 2007 CALIFORNIA AIR RESOURCES BOARD, SUGGESTED CONTROL MEASURE, AND THE CORRESPONDING FLAT, NONFLAT OR NONFLAT-HIGH GLOSS VOC LIMIT IN TABLE 4.504.3 SHALL APPLY. 5.504.4.3.1 AEROSOL PAINTS AND COATINGS. AEROSOL PAINTS AND COATINGS SHALL MEET THE P.W.M.I.R. LIMITS FOR ROC IN SECTION 94522(A)(3) AND OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS AND OZONE DEPLETING SUBSTANCES, IN SECTIONS 94522(C)(2) AND (D)(2) OF CALIFORNIA CODE OF REGULATIONS, TITLE 17, COMMENCING WITH SECTION 94520, AND IN AREAS UNDER THE JURISDICTION OF THE BAY AREA AIR QUALITY MANAGEMENT DISTRICT ADDITIONALLY COMPLY WITH THE PERCENT VOC BY WEIGHT OF PRODUCT LIMITS OF REGULATION 8, RULE 49. 5.504.4.3.2 VERIFICATION. VERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE PROVIDED AT THE REQUEST OF THE ENFORCING AGENCY. DOCUMENTATION MAY INCLUDE, BUT IS NOT LIMITED TO, THE FOLLOWING: 1. MANUFACTURER'S PRODUCT SPECIFICATION. 2. FIELD VERIFICATION OF ON -SITE PRODUCT CONTAINERS 5.504.4.4 CARPET SYSTEMS. ALL CARPET INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE TESTING AND PRODUCT REQUIREMENTS OF ONE OF THE FOLLOWING: 1. CARPET AND RUG INSTITUTE'S GREEN LABEL PLUS PROGRAM. 2. CALIFORNIA DEPARTMENT OF PUBLIC HEALTH STANDARD PRACTICE FOR THE TESTING OF V.O.C.S (SPECIFICATION 01350.) 3. NSF/ANSI 140 AT THE GOLD LEVEL. 4. SCIENTIFIC CERTIFICATIONS SYSTEMS SUSTAINABLE CHOICE. 5.504.4.4.1 CARPET CUSHION. ALL CARPET CUSHION INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE REQUIREMENTS OF THE CARPET AND RUG INSTITUTE'S GREEN LABEL PROGRAM. 5.504.4.4.2 CARPET ADHESIVE. ALL CARPET ADHESIVE SHALL MEET THE REQUIREMENTS OF TABLE 5.504.4.5 5.504.4.5 COMPOSITE WOOD PRODUCTS. HARDWOOD PLYWOOD, PARTICLEBOARD AND MEDIUM DENSITY FIBERBOARD COMPOSITE WOOD PRODUCTS USED ON THE INTERIOR OR EXTERIOR OF THE BUILDING SHALL MEET THE REQUIREMENTS FOR FORMALDEHYDE AS SPECIFIED IN A.R.B.'S AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD (17 C.C.R. 93120 ET SEQ.), BY OR BEFORE THE DATES SPECIFIED IN THOSE SECTIONS, AS SHOWN IN TABLE 5.504.4.5 5.504.4.5.2 DOCUMENTATION. VERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE PROVIDED AS REQUESTED BY THE ENFORCING AGENCY. DOCUMENTATION SHALL INCLUDE AT LEAST ONE OF THE FOLLOWING: 1. PRODUCT CERTIFICATION AND SPECIFICATIONS 2. CHAIN OF CUSTODY CERTIFICATIONS 3. OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY 5.504.4.6 RESILIENT FLOORING SYSTEMS. FOR 50 PERCENT OF FLOOR AREA RECEIVING RESILIENT FLOORING, INSTALL RESILIENT FLOORING COMPLYING WITH VOC-EMISSION LIMITS DEFINED IN THE 2009 COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS (C.H.P.S.) CRITERIA AND LISTED ON IT'S LOW -EMITTING MATERIALS LIST (OR PRODUCT REGISTRY) OR CERTIFIED UNDER THE RESILIENT FLOOR COVERINGS INSTITUTE (RFCI) FLOORSCORE PROGRAM. DSA-SS DOCUMENTATION SHALL BE PROVIDED THAT VERIFIES THAT FINISH MATERIALS ARE CERTIFIED TO MEET THE POLLUTANT EMISSION LIMITS. 5.504.4.6.1 VERIFICATION OF COMPLIANCE. DOCUMENTATION SHALL BE PROVIDED VERIFYING THAT RESILIENT FLOORING MATERIALS MEET THE POLLUTANT EMISSION LIMITS. 5.504.5.3 FILTERS. IN MECHANICALLY VENTILATED BUILDINGS, PROVIDE REGULARLY OCCUPIED ARES OF THE BUILDING WITH AIR FILTRATION MEDIA FOR OUTSIDE AND RETURN AIR PRIOR TO OCCUPANCY THAT PROVIDES AT LEAST A MINIMUM EFFICIENCY REPORTING VALUE (M.E.R.V.) OF 8 5.504.7 ENVIRONMENTAL TOBACCO SMOKE (E.T.S.) CONTROL. WHERE OUTDOOR AREAS ARE PROVIDED FOR SMOKING, PROHIBIT SMOKING WITHIN 25 FEET OF BUILDING ENTRIES OUTDOOR AIR INTAKES AND OPERABLE WINDOWS AND IN BUILDINGS. OR AS ENFORCED BY ORDINANCES REGULATIONS OR POLICIES OF ANY CITY, COUNTY, CITY AND COUNTY, CALIFORNIA COMMUNITY COLLEGE, CAMPUS OF THE CALIFORNIA STATE UNIVERSITY, OR CAMPUS OF THE UNIVERSITY OF CALIFORNIA WHICHEVER ARE MORE STRINGENT. WHEN ORDINANCES, REGULATION OR POLICIES ARE NOT IN PLACE, POST SIGNAGE TO INFORM BUILDING OCCUPANTS OF THE PROHIBITIONS. 6 CALIFORNIA GREEN CODE SECTION 5.506 INDOOR AIR QUALITY 5.506.1 OUTSIDE AIR DELIVERY. FOR MECHANICALLY OR NATURALLY VENTILATED SPACES IN BUILDINGS, MEET THE MINIMUM REQUIREMENT OF SECTION 121 (REQUIREMENTS FOR VENTILATION) OF THE CALIFORNIA ENERGY CODE C.C.R. TITLE 24 PART 6 OR THE APPLICABLE LOCAL CODE WHICHEVER IS MORE STRINGENT AND CHAPTER 4 OF C.C.R. TITLE 8. 5.506.2 CARBON DIOXIDE (CO2) MONITORING. FOR BUILDINGS EQUIPPED WITH DEMAND CONTROL VENTILATION, CO2 SENSORS AND VENTILATION CONTROLS SHALL BE SPECIFIED AND INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT EDITION OF THE CALIFORNIA ENERGY CODE, C.C.R., TITLE 24 PART 6, SECTION 121 (C) SECTION 5.507 ENVIRONMENTAL COMFORT 5.507.4 ACOUSTICAL CONTROL. EMPLOY BUILDING ASSEMBLIES AND COMPONENTS WITH SOUND TRANSMISSION COEFFICIENT (S.T.C.) VALUES DETERMINED IN ACCORDANCE WITH A.S.T.M. E 900 AND A.S.T.M. E 413. 5.507.4.1 EXTERIOR NOISE TRANSMISSION. WALL AND ROOF -CEILING ASSEMBLIES MAKING UP THE BUILDING ENVELOPE SHALL HAVE A MINIMUM S.T.C. OF 30 FOR ANY OF THE FOLLOWING BUILDINGS LOCATIONS: 1. WITHIN 1,000FT (300M) OF RIGHT OF WAYS FREEWAYS. 2. WITHIN 5 MI. (8 KM) OF AIRPORTS SERVING MORE THAN 10,000 COMMERCIAL JETS PER YEAR. 3. WHERE SOUND LEVELS AT THE PROPERTY LINE REGULARLY EXCEED 65 DECIBELS, OTHER THAN OCCASIONAL SOUND DUE TO CHURCH BELLS, TRAIN HORNS, EMERGENCY VEHICLES AND PUBLIC WARNING SYSTEMS. EXCEPTION: BUILDINGS WITH FEW OR NO OCCUPANTS AND WHERE OCCUPANTS ARE NOT LIKELY TO BE AFFECTED BY EXTERIOR NOISE, AS DETERMINED BY THE ENFORCEMENT AUTHORITY, SUCH AS FACTORIES, STADIUMS, STORAGE, ENCLOSED PARKING STRUCTURES AND UTILITY BUILDINGS 5.507.4.2 INTERIOR SOUND. WALL AND FLOOR -CEILING ASSEMBLIES SEPARATING TENANT SPACES AND TENANT SPACES AND PUBLIC PLACES SHALL HAVE AN S.T.C. OF AT LEAST 40. NOTE: EXAMPLES OF ASSEMBLIES AND THEIR VARIOUS S.T.0 RATINGS MAY BE FOUND IN THE CATALOG OF S.T.C. AND I.C.C. RATINGS FOR WALL AND FLOOR/CEILING ASSEMBLIES SECTION 5.508 OUTDOOR AIR QUALITY 5.508.1 OZONE DEPLETION AND GREENHOUSE GAS REDUCTIONS. INSTALLATIONS OF H.V.A.C., REFRIGERATION AND FIRE SUPPRESSION EQUIPMENT SHALL COMPLY WITH SECTIONS 5.508.1.1 AND 5.508.1.2 5.508.1.1 CHLOROFLUOROCARBONS (CFCS). INSTALL H.V.A.C., REFRIGERATION AND FIRE SUPPRESSION EQUIPMENT THAT DO NOT CONTAIN CFCs. 5.508.1.2 HALONS. INSTALL H.V.A.C., REFRIGERATION AND FIRE SUPPERSSION EQUIPMENT THAT DO NOT CONTAIN HALONS. EV CHARGING STATIONS TABLE 5.106.5.3.3 TOTAL NUMBER OF ACTUAL PARKING SPACES NUMBER OF EV CHARGING SPACES REQUIRED 0-9 0 10-25 1 26-50 2 51-75 4 76-100 5 101-150 7 151-200 10 201 AND OVER AT LEAST 6 PERCENT OF TOTAL 5.106.5.3.1 SINGLE CHARGING SPACE REQUIREMENTS. [N] WHEN ONLY A SINGLE CHARGING SPACE IS REQUIRED PER TABLE 5.106.5.3.3, A RACEWAY IS REQUIRED TO BE INSTALLED AT THE TIME OF CONSTRUCTION AND SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE. CONSTRUCTION PLANS AND SPECIFICATIONS SHALL INCLUDE. BUT ARE NOT LIMITED TO, THE FOLLOWING: 1. THE TYPE AND LOCATION OF THE EVSE. 2. A LISTED RACEWAY CAPABLE OF ACCOMMODATING A 2081240-VOLT DEDICATED BRANCH CIRCUIT. 3. THE RACEWAY SHALL NOT BE LESS THAN TRADE SIZE 1." 4. THE RACEWAY SHALL ORIGINATE AT A SERVICE PANEL OR A SUBPANEL SERVING THC AREA, AND SHALL TERMINATE IN CLOSE PROXIMITY TO THE PROPOSED LOCATION OR THE CHARGING EQUIPMENT AND INTO A LISTED SUITABLE CABINET, BOX, ENCLOSURE OR EQUIVALENT. 5. THE SERVICE PANEL OR SUBPANEL SHALL HAVE SUFFICIENT CAPACITY TO ACCOMMODATE A MINIMUM 40- AMPERE DEDICATED BRANCH CIRCUIT FOR THE FUTURE INSTALLATION OF THE EVSE. 5.106.5.3.4 [N] IDENTIFICATION. THE SERVICE PANEL OR SUBPANEL(S) CIRCUIT DIRECTORY SHALL IDENTIFY THE RESERVED OVERCURRENT PROTECTIVE DEVICE SPACE(S) FOR FUTURE EV CHARGING AS "EV CAPABLE". THE RACEWAY TERMINATION LOCATION SHALL BE PERMANENTLY AND VISIBLY MARKED AS "EV CAPABLE." WATER EFFICIENCY SCHEDULE NON-RESIDENTIAL (C.G.C. CHPT 8) FIXTURE TYPE MAXIMUM FLOW RATE SHOWER HEAD 2.0 GPM @ 80 PSI KITCHEN FAUCET 1.8 GPM @ 60 PSI LAVATORY FAUCET .5 GPM @ 60 PSI WATER CLOSET 1.28 GALLONS PER FLUSH URINALS .5 OR .125 GAL/FLUSH @ FLOOR MOUNTED 2016 CAL -GREEN BUILDING CODE CHECKLIST SECTION 4.106.2: PROJECTS THAT DISTURB LESS THAN ONE (1) ACRE OF SOIL SHALL MANAGE STORMWATER DURING CONSTRUCTION BY ONE (1) OR MORE OF THE FOLLOWING: YES NO N/A ❑ ❑ ❑X 1. A RETENTION BASIN OF SUFFICIENT SIZE SHALL RETAIN STORMWATER ONSITE (37.5 CU. FT./ 1,000 SQ. FT. OF DISTURBED AREA) ❑ ❑ ❑X 2. STORMWATER SHALL BE FILTERED BY A BARRIER, WATTLE OR EQUAL BEFORE IT IS ALLOWED TO LEAVE THE SITE. ❑ ❑ ❑X 3. OTHER METHOD APPROVED THAT COMPLIES WITH COUNTY STORMWATER MANAGEMENT REGULATIONS. SPECIFY NOTE: THE SELECTED METHOD SHALL BE SHOWN IN DETAIL ON THE EROSION CONTROL OR PRECONSTRUCTION INSPECTION PLOT PLAN. PROJECTS THAT DISTURB MORE THAN ONE ACRE ARE FURTHER SUBJECT TO THE GENERAL CONSTRUCTION PERMIT ISSUED BY THE REGIONAL WATER QUALITY BOARD. SEE THE "PRECONSTRUCTION INSPECTION REPORT" FOR MORE INFORMATION. ❑ ❑ ❑X SECTION 4.106.3: THE SITE SHALL BE PLANNED AND DEVELOPED TO KEEP SURFACE WATER AWAY FROM ENTERING BUILDINGS. SECTION 4.303.1: A SCHEDULE OF PLUMBING FIXTURES THAT WILL REDUCE THE OVERALL USE OF POTABLE WATER WITHIN THE BUILDING BY AT LEAST 20% SHALL BE PROVIDED. ❑ ❑ ❑X THE 20% REDUCTION SHALL BE DEMONSTRATED BY CALCULATION: OR ❑ ❑ ❑X EACH OF THE FOLLOWING FIXTURES SHALL NOT EXCEED THE MAXIMUM FLOW RATE GIVEN: SHOWERHEADS MAXIMUM 2 GPM @ 80 PSI, LAVATORY FAUCETS, RESIDENTIAL, MAXIMUM 1.5 GPM @ 60 PSI, KITCHEN FAUCETS MAXIMUM 1.8 GPM @ 60 PSI, TOILETS MAXIMUM 1.28 GALLONS/ FLUSH, URINALS MAXIMUM .5 GALLON/ FLUSH. ❑ ❑ ® SECTION 4.303.2: UNLESS A DESIGN IS PROVIDED, THE COMBINED FLOW RATE OF MULTIPLE SHOWERHEADS SERVING ONE SHOWER SHALL NOT EXCEED 2 GPM @ 80 PSI OR THE SHOWER SHALL ONLY ALLOW ONE SHOWERHEAD TO BE IN OPERATION AT A TIME. ® ❑ ❑ SECTION 4.303.3: PLUMBING FIXTURES SHALL MEET WATER USE AND OTHER STANDARDS OF ASME A112.19, A112.18 AND EPA WATERSENSE TOILET SPECIFICATIONS. ❑ ❑ ® SECTION 4.304.1: AUTOMATIC IRRIGATION SYSTEM CONTROLLERS INSTALLED AT THE TIME OF FINAL INSPECTION SHALL BE WEATHER OR SOIL MOISTURE BASED CONTROLLERS THAT AUTOMATICALLY ADJUST TO PLANT'S NEEDS SECTION 4.408: ALL EXCAVATED SOIL AND LAND CLEARING DEBRIS (100% OF SOIL AND GREEN WASTE) AND A MINIMUM OF 50% OF OTHER NON HAZARDOUS CONSTRUCTION AND DEMOLITION DEBRIS MUST BE RECYCLED OR SALVAGED FOR REUSE IN ACCORDANCE WITH PROCEDURES APPROVED BY THE SOLID WASTE MANAGEMENT DIVISION (SWMD). ® ❑ ❑ SECTION 4.410: AT THE TIME OF FINAL INSPECTION AN OWNER'S OPERATION AND MAINTENANCE MANUAL SHALL BE PLACED IN THE BUILDING AND AVAILABLE FOR REVIEW. ® ❑ ❑ SECTION 4.504.2.1: ADHESIVES SEALANTS AND CAULKS SHALL MEET SCAQMD RULE 1168 VOC LIMITS. ® ❑ ❑ SECTION 4.504.2.2: ARCHITECTURAL PAINTS SHALL COMPLY WITH VOC LIMITS OF THE 2007 CALIFORNIA AIR RESOURCES BOARD. ® ❑ ❑ SECTION 4.504.2.3: AEROSOL PAINTS AND COATINGS SHALL MEET THE PRODUCT -WEIGHTED MIR LIMITS FOR ROC AND OTHER REQUIREMENTS INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS AND OZONE DEPLETING SUBSTANCES IN SECTION 94522(C)(2) AND (D)(2) OF THE CCR, TITLE 17 COMMENCING WITH SECTION 94520. YES NO N/A ❑ ❑ ® SECTION 4.503.1: GAS FIREPLACES SHALL BE DIRECT VENT SEALED - COMBUSTION CHAMBER TYPE. WOOD STOVES AND PELLET STOVES SHALL COMPLY WITH U.S. EPA PHASE II EMISSION LIMITS. ® ❑ ❑ SECTION 4.504.1: COVER ALL DUCT AND AIR DISTRIBUTION COMPONENT OPENINGS WITH TAPE, PLASTIC, SHEET METAL OR OTHER ACCEPTABLE METHOD TO REDUCE DUST OR DEBRIS THAT MAY ACCUMULATE IN THE SYSTEM ❑ ❑ ® SECTION 4.504.3: ALL CARPET INSTALLED IN THE BUILDING SHALL MEET THE REQUIREMENTS OF ONE OF THE FOLLOWING: 1. CARPET AND RUG INSTITUTE'S GREEN LABEL PLUS PROGRAM. 2. CALIFORNIA DEPARTMENT OF PUBLIC HEALTH STANDARD PRACTICE FOR THE TESTING OF VOC'S (SPECIFICATION 0135) 3. NSF/ANSI 140 AT THE GOLD LEVEL. 4. SCIENTIFIC CERTIFICATIONS SYSTEMS INDOOR ADVANTAGET"" GOLD. ❑ ❑ ® SECTION 4.504.3.1: CARPET CUSHION SHALL MEET REQUIREMENTS OF THE CARPET AND RUG INSTITUTE'S GREEN LABEL PROGRAM. ❑ ❑ ® SECTION 4.504.3.2: CARPET ADHESIVE SHALL NOT EXCEED THE VOC LIMITS OF TABLE 4.504.1. ® ❑ ❑ SECTION 4.504.4: WHERE RESILIENT FLOORING IS INSTALLED AT LEAST 50% OF THE FLOOR AREA SHALL COMPLY WITH VOC EMISSION LIMITS IN THE COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS (CHIPS) LOW EMITTING MATERIALS LIST OR CERTIFIED UNDER RESILIENT FLOOR COVERING INSTITUTE (RFCI) FLOORSCORE PROGRAM. ® ❑ ❑ SECTION 4.504.5: HARDWOOD PLYWOOD, PARTICLEBOARD AND MEDIUM DENSITY FIBERBOARD COMPOSITE WOOD PRODUCTS USED ON THE INTERIOR OR EXTERIOR OF THE BUILDING SHALL MEET THE REQUIREMENTS FOR FORMALDEHYDE AS SPECIFIED IN ARB'S AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD 917 CCR 93120 ET SEQ.0. VERIFICATION OF COMPLIANCE WITH THIS SECTION MAY INCLUDE PRODUCT CERTIFICATIONS AND SPECIFICATIONS. ® ❑ ❑ SECTION 4.505.2: WHEN A CONCRETE FLOOR SLAB IS INSTALLED DIRECTLY ON THE GROUND, A VAPOR RETARDER IS REQUIRED UNLESS THE PROJECT IS ACCESSORY TO A RESIDENCE, DETACHED AND UNHEATED, SUCH AS GARAGE STORAGE AND UTILITY BUILDINGS. UNHEATED STORAGE ROOMS INSIDE RESIDENTIAL OCCUPANCIES WILL ALSO REQUIRE A VAPOR RETARDER WHEN THE ROOM IS MORE THAN 70 SQ. FT.. WHEN A VAPOR BARRIER IS REQUIRED, A 4" THK. CAPILLARY BREAK OF 1/2" OR LARGER CLEAN AGGREGATE SHALL BE PROVIDED WITH A VAPOR BARRIER IN DIRECT CONTACT WITH CONCRETE. THE CONCRETE MIX DESIGN SHALL ADDRESS BLEEDING, SHRINKAGE AND CURLING. AN ACCEPTABLE DESIGN MAY ALSO BE PROVIDED BY A LICENSED DESIGN PROFESSIONAL. ® ❑ ❑ SECTION 4.505.3: BUILDING MATERIAL WITH VISIBLE SIGNS OF WATER DAMAGE SHALL NOT BE INSTALLED. MOISTURE CONTENT SHALL BE VERIFIED TO BE 19% OR LESS PRIOR TO CONCEALMENT OF WALL AND FLOOR FRAMING. INSULATION SHALL NOT BE ENCLOSED UNTIL ALLOWED TO DRY. WET APPLIED INSULATION PRODUCTS SHALL FOLLOW THE MANUFACTURER'S DRYING RECOMMENDATIONS. ® ❑ ❑ SECTION 4.506.1: MECHANICAL EXHAUST FANS INSTALLED IN BATHROOMS SHALL BE "ENERGY STAR" COMPLIANT AND CONTROLLED BY A READILY ACCESSIBLE HUMIDITY CONTROL UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM. ❑ ❑ ® SECTION 4.507: WHOLE HOUSE FANS SHALL HAVE R-4.2 INSULATED COVERS OR LOUVERS THAT CLOSE WHEN FAN IS OFF. U U Z � Z OV M N Z Cy) - 000 Z Q V C)M � _J < � E d of't o w N v ♦ 0- Z (n o 0 w co (D _ U) u m x �, W w" W F ♦ - °' 0 D - cn o N ♦ C)-0Z wpL0 O 0 �/ I- N i- Q w 0 lIIIIIIIIIIIIIIIIIIIIIIIII= U 01- co 3 W w 3 (n� U)w 3 z V) w O- LU - _ U r_ 0 0� r ME Q @ IZ O r0Y V z Cn W m 0 0 lY X J - (9 DATE FINISHED MARCH 2O17 R E V I S I O N S THESE PLANS SHALL COMPLY WITH THE 2013 CALIFORNIA BUILDING CODE WHICH ADOPTS CEC THE 2016 CGC 22016 CRG' AND THE Z16 ENERGY STANDARDS THESE DOCUMENTS AND THE DESIGN AND IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF A PROFESSIONAL SERVICE, ARE THE SOLE PROPERTY OF STEENO DESIGN STUDIO INC. ANY USE, IN WHOLE OR IN PART FOR WHICH THEY WERE NOT PROVIDED SHALL BE UNLAWFUL �S�D ARC ti 0 S R•ST / T Z �� C�A -26448 * * 11 FN• 2 / 2$ � QQ- OF CA0 co Z) J U a� 0Do w O co z2� �Oco UYco Z QCON O ~per Z w I- O 0�a 0 0- r n �/ Q 0 ' O IE-EE W' 6i LLIW M r N �_: 3:worn Ury >Q pM p W Q U O Z a 0 (D0Lu Loa OHO a�Q JOB NO. C15-160 SHEET NAME: CALIFORNIA MANDATORY GREEN CODE PAGE G-3 OF SHTS J a 75 ry a 00 U) W_ Z W U U 00 N O N O N w z w U U) LL1 Z LL LLI I— U) 0 Q 0 W Z LL W a 2 a- M N I— W W a 0 J (0 U 4) E E O U N O U N O L Q a co O N SECOND PHASE PROPOSED GOLF COURSE UNDER SEPARATE PERMIT (PHASE 2) OVERALL SITE PLAN SCALE = 1:40 II II < , ON PHASE 2 OF PROJECT CITY STANDARDS _ . . . . . . . . . . . . . . . . _ EX. PGA WEST MONUMENT SIGN TO REMAIN INTACT w•a EX. CLUB HOUSE - - - _ 28 * 1 EX. ENTRY TO BE REMODELED ON PHASE 2 OF PROJECT a 41 40 41 41 EX. PARKING LOT EX. PARKING LOT �, / EX. LANDSCAPE AREA E3 "'LE iH§ 9�1� H 11 a_ c — 7-7 .-7—. — l — . Ell 1 1, ♦ ♦ ♦ « ♦ EX. PARKING LOT � EX. PARKING LOT EX. DECORATIVE CONC. ♦ ♦ ♦ TO REMAIN INTACT 11 S� y EX. PARKING LOT PLANTERS TO REMAIN INTACT N W. 11 -D8 ' ' M"j g w 41 a J / LINE INDICATES r , : _ ._,—,, _ . - �'� • '' > ` LL, EX. PORTION OF CONC. FIRST PHASE: �� TO BE REMOVED /C FITNESS CENTER ti n I I r y . I y w w PROPOSED CONC. SLAB 0 EX. HAMMERHEAD PER CITY STANDARDS SCALE = 1:40 0 20 100 mommommommod 10 40 PROJECT DATA SITE DATAF- SCOPE OF WORK TO IMPROVE AN EXISTING FITNESS CENTER BY REMOVING A PORTION OF THE BUILDING TO CREATE A NEW LOBBY ON IT PLACE, BY REMOVING A PORTION OF EXISTING LANDSCAPE TO POUR A NEW CONCRETE SLAB. THE REMAINING STRUCTURE IS TO REMAIN INTACT, THE AIR CONDITIONING SYSTEM IS TO BE UPGRADED. A NEW EXERCISE ROOM IS TO TAKE PLACE OF THE EXISTING ENTRY AND TWO NEW OFFICES ARE MEANT TO BE ADDED. VICINITY MAP AVENUE 54 N 4 WOOD p TpNC'LE NORTH T m � � 1pNGLEW D o Q a a m c� v s PROJECT P\NEN�R o LOCATION LA QUINTA UTILITIES WATER: ELECTRIC (PROPOSED): CVWD IMPERIAL IRRIGATION DISTRICT 51501 TYLER ST. 81-600 58TH. AVE. #8 COACHELLA, CA. 92236 LA QUINTA, CA. 92253 PH:760-398-2651 PH:800-303-7756 TELEPHONE: DISPOSAL: T.B.D. BURTEC WASTE INDUSTRIES 53600 POLK ST. COACHELLA, CA. 92236 PH:760-340-2113 GAS: SEWER SOUTHERN CALIFORNIA GAS CO. X 45123 TOWNE ST. INDIO, CA. 922001 PH: 800-427-2000 PARKING DATA ZONE: RL OCCUPANCY'S: A-3 CONSTRUCTION TYPE: SZ- B STORIES: SINGLE FIRE SPRINKLERS: X APPLICANT/ OWNER: 55955 PGA BLVD. LA QUINTA, CA. ARCHITECT/ REPRESENTATIVE: STEENO DESIGN STUDIO, INC. ARCHITECT: TOM STEENO 11774 HESPERIA RD. SUITE B-1 PH: 760.244.5001 FX: 760.244.1948 PARCEL ID: 775-22-27 (POR LOT 4, POR PAR 2, POR LOT C) LEGAL DESCRIPTION: SUBDIVISION: TR 29800 SITE AREA AREA SQ.FOOTAGE GROSS LAND AREA (PRIOR ROAD DEDICATIONS) 25.08 ACRE 1,092,511 S.F. PROPOSED LAND AREA &COVERAGE AREA SQ. FOOTAGE %COVERAGE BUILDING AREA (TOTAL) ±52,150 4.77 A/C PAVING 201,825 18.47% CONCRETE HARDSCAPE &CURBING 86,785 7.95% LANDSCAPED AREA 388,385 35.55% TOTAL NET LAND AREA COVERAGE 734,695 S.F. 67.25 LANDSCAPED AREA (BEYOND PROPERTY LINE) X NOT A PART EXISTING 9'x19' ACCESSIBLE PARKING STALLS = 17 SPACES 9'x19' STANDARD PARKING STALLS = 395 SPACES TOTAL PROVIDED 412 SPACES HOLE WAY EX. 8' HI. MASONRY WALL TO REMAIN INTACT EX. LANDSCAPE AREA EX. PICKLEBALL COURTS TO REMAIN INTACT (TYP. OF 15) EX. CONC. CURB &GUTTER TO REMAIN INTACT LINE INDICATES SECOND PHASE U CD Z , Z O� M N Z � Z d 'zT U °D J Q E W N U � a Z U) o W m -0 X N umi W�- w � m 0 0 W zw° o - o W W � 3 (n� �w 3 z ` W O w 2 a U � 0 � � a� O V W J DATE FINISHED MARCH 2O17 R E V I S I O N S THESE PLANS SHALL COMPLY WITH THE 2013 CALIFORNIA BUILDING CODE WHICH ADOPTS CEC 2016 CGCG� 22016 CRG` AND THE'2016 ENERGY STANDARDS THESE DOCUMENTS AND THE DESIGN AND IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF A PROFESSIONAL SERVICE, ARE THE SOLE PROPERTY OF STEENO DESIGN STUDIO INC. ANY USE, IN WHOLE OR IN PART FOR WHICH THEY WERE NOT PROVIDED SHALL BE UNLAWFUL G�' S R ' STF T� * -26448 � N9� �FN• 2 1 2g� F OF CAL I� W J U a� o o U 0 U Y U Z ¢CON Z W v 0 O � w M N W o a z_ � V o � JOB NO. C15-160 SHEET NAME: SITE PLAN PAGE A-0 OF SHTS 1'-01, SQ. 1'-01, SQ. DASHED LINE INDICATES ROOF OVERHANG B A C A-3 A-3 A-3 EX. PORTION OF WALL TO BE REMOVED 28'-5" 7 -52 T-6" T-6" 1 T-6" T-6" 61 112„ OI O Imo® OI I PROPOSED METAL CANOPY CIE= __ N 2x6 STUDS WALL /i 1 1 @ 16" O.C. TYP. --�- 7 I I I ---- — — — — — --- EX. WALLS TO BE 1 LINE OF (N) LOBBY I II I I I. REMOVED i i SKYLIGHT 43' 6" x 34'-6" PROPOSED STOREFRONT I 101 PER SCHD I I I I I Qi o 0 0 ,I= x� EX. SHEAR WALL U — / I x TO REMAIN INTACT EX. POST TO I I I \ BE REMOVED I I I \ I / I I I I 15 O FUR -OUT EX. WALL X I w W/ 2x6 STUDS @ Co I I I I I 16 _____ 160.C.TYP. IL I I I b I I -- LINE OF SOFFIT I I / \ I 1 \ I (N) EXERCISE 0 28 0 x 23 6 I w SEE REFLECT IVE I I / \ I I I I II I I — _ 12' CLG._ — — U & CEILING P AN — — 1 — — y I z TYP. OF 4 I — — = _ — — L 0 I I I I J _j L _+ _— I C EX. 6x6 POST TO x \� BE REMOVED TYP. I I � 1 1 EX. SOFFIT REMOVED TO BE 1 L J I EX. EX. WALL TO BE REMOVED II (E) WOMEN'S RESTROOM 32'-10" x 37'-4" I 12' CLG.01 6'-2" 105 1L 0 1 -0 0 I---- -- ------ I -- REF-- N I DRINKS _ — — — — — _ EX. LOCKERS � 1 \\ - 8' HI. FREE STANDING I 5 _1 I J r T AI TO BE REPLACED 1 SCULPTURE. I 1 9 1 q� 1 -------�--------- i X� 1 I tee; \o o (E)UTILITY x I I EX. DOORS TO / / \ \ I T-9" x 4'-6" I BE REMOVED TYP. / \ 110 ��-----�/-------------- MOP tl iv EXISTING 36" WD. DOOR -4" 6'-5" 1'-8" O \ \ I 19'-101, TO REMAIN INTACT PROPOSED STOREFRONT I I / I \ \I Lo 9'-5" 6'-6" 16' 1" 6'-0" 15'-3" 4'-7" Imo© 6"x6"x3/16" HSS POST I I / / \ \ \ 1 ----I — DASHED LINE INDICATES ROOF STRUCTURE ABOVE --JL ---- Lo I it CHANGING RM. I SHOWEO,I I W.C. (W.Ca I W.C. W.0 LAV. T o �� CHANGING RM. 1 UR. UR. UR. NORTH SCALE = 1/4" = V-0" EX. LOCKER&TO BE REFURBI; EX. FIX FURNITURE TO BE REMOVED IT (E) MEN'S RESTROOM LL — 32' 10" x 37'-4" 12' CLG. I _ 106 � I I I I RELOCATED LI \ (E) BREAK RM. (N) OFFICE -- \ 14'-5" x 8'-8" 1 V-5" x 10'-9" op EX. CONC. COLUMSN TO BE I 9' CLG. 9' CLG. FUR OUT W/ 2x & VENEER OVER -A' \ \ / / 107 108 o II 26" TYP. } q \ / F- I \v/ a 0 C I e a ea < < G N 41 a e �� O le 4, I� Co (E) FITNESS RM. I I REFRESHMENT BAR EXISTING STOREFRONT TO REMAIN INTACT I 12' CLG. ° I 1 5 115'-3" x 22'-9" I 102 A x x I I I I (N) OFFICE I I 9' CLG. 11 II 109 EX. WDW. EX. WDW. EX. WDW. EX. WDW. w M MI I III 4� 2'-2' T-9" 1 5'-11" rt I II LJ i EXISTING STOREFRONT TO REMAIN INTACT L I I o� r7z � FITNESS CENTER FLOOR PLAN A3 A3 SCALE: 3/16" = 1'-0" \ HATCHED AREA INDICATES AREA OF EXISTING STRUCTURE TO BE REMOVED EXISTING WALL TO REMAIN REMOVE EXISTING WALL AND DOOR SYSTEM EXISTING COLUMNS DEMO PLAN SCALE: NOT TO SCALE PANELS, WIRES, CONDUITS AND WALL PRIOR, DURING AND AFTER CONSTRUCTION �lJl/Z� m irriTa/zT1la/7�/2Ll mi-rriT.a/� JTl�--------Z II � II \ II REMOVE EXISTING ELEMENTS G' \ o ATTERN J O DASHED LINE OF ROOF STRUCTURE ABOVE TO REMAIN O EX. LOCKERS TO BE REFURBISHED m w w w 00 0 F- U) 0f N 2x6 STUDS WALL IE}�I @ 16" O.C. TYP. 8 EX. DOOR TO BE RELOCATED AS SHOWN IIII �I � I II II EX. STUDS WALL & WINDOW TO BE REMOVED If EX. STUDS WALL TO BE REMOVED II (E) EXERCISE 40'-11" x 22'-0" 12' CLG. II 104 CAP ALL PLUMBING Il II II EX. W.C. TO BE REM CAP ALL PLUMBING EX. WDW. TO REMAIN INTACT T (E) EMPLOYEES LOCKERS Y U (E) LAUNDRY 7'-6" x 8'-8" O p 1 T-8" x 8'-8" w 114 IY 1 11 0 w (E) UNCOVERED PATIO 14'-0" x 1 T-4" 0 EX. DR. w ri (E) ELECTRICAL ROOM (N) STORAGE 15'-6° x 8'-0" 6'-10" x 8'-0" 113 112 EXISTING SWITCH GEAR WATER EFFICIENCY SCHEDULE I WALL LEGEND (C.G.C. Sec. 4.303.1) FIXTURE TYPE MAXIMUM FLOW RATE SHOWER HEAD 2.0 GPM @ 80 PSI KITCHEN FAUCET 1.8 GPM @ 60 PSI LAVATORY FAUCET 1.5 GPM @ 60 PSI WATER CLOSET 1.28 GALLONS PER FLUSH AREA TABULATION: LOWER LEVEL: 101 (N) LOBBY = 1,535 SQ. FT. 102 (E) FITNESS ROOM = 3,725 SQ. FT. 103 (N) EXERCISE RM. = 735 SQ. FT. 104 (E) EXERCISE RM. = 1,005 SQ. FT. 105 (E) WOMEN'S R.R. = 880 SQ. FT. 106 (E) MEN'S R.R. = 1,045 SQ. FT. 107 (E) BREAK ROOM = 145 SQ. FT. 108 (N) OFFICE = 145 SQ. FT. 109 (N) OFFICE = 140 SQ. FT. 110 (E) UTILITY ROOM = 40 SQ. FT. 111 (E) LOCKERS = 76 SQ. FT. 112 (E) STORAGE = 72 SQ. FT. 113 (E) STORAGE = 144 SQ. FT. CORRIDORS = 663 SQ. FT. UNCOVERED PATIO = 196 SQ. FT. LAUNDRY = EX.SHED GROSS BUILDING: 10,350 SQ. FT EX. DR. SYMBOL DESCRIPTION 2x4 STUDS WALL @ 16" O.C. 2x6 STUDS WALL @ 16" O.C. EXISTING WALL TO REMAIN EXISTING WALL TO DEMO PROPOSED STOREFRONT EXISTING STOREFRONT EXISTING TO BE DEMO I SYMBOL LEGEND SYMBOL DESCRIPTION ® E DENOTES DOOR NUMBER SEE DOOR SCHEDULE SHEET AD-2 ® REFERS TO WINDOW SCHEDULE SEE SHEET A-8 eE DETAIL NUMBER DESIGNATION x-xE PAGE NUMBER DESIGNATION PAGE NUMBER (A-9) X xE NUMBER OF INTERIOR ELEV. 440,— VIEW DIRECTION OF INTERIOR ELEVATION VIEW DIRECTION OF WALL X DETAIL / DWG. NO. X PAGE NO. KEYED NOTES I FLOOR PLAN NOTES ElPROVIDE SIGN ABOVE DOOR "DOOR TO REMAIN UNLOCKED WHILE BUILDING IS OCCUPIED" 2❑ EXISTING ELECTRICAL PANEL LOCATION ❑3 EXISTING ROOF ACCESS HATCH & LADDER ® DOT LINE INDICATES MIN. CLEAR SPACE RE'D. ❑5 34" HI. COUNTERTOP PER ADA REQUIREMENTS © 42" HI. COUNTERTOP ❑ 7 HI. & LO. DRINKING FOUNTAIN PER ADA STANDARDS ❑8 EXIT DOOR W/ FULL PANIC HARDWARE & SELF -CLOSER INSTALLED. 36" HI. COUNTERTOP 10 11 12 13 14 1. EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. TO INSURE CONTINUED ILLUMINATION FOR A DURATION OF NOT LESS THAN 90 MINUTES IN CASE OF PRIMARY POWER LOSS, THE SIGN SHALL BE CONNECTED TO A STORAGE BATTERY, UNIT EQUIPMENT OR AN ON -SITE GENERATOR. FIRE ALARM NOTES �j 1. FIRE ALARM PANEL TO BE LOCATED IN FIRE RISER ROOM. 2. MANUAL FIRE ALARM BOXES SHALL BE LOCATED NOT MORE THAN 5 FEET FROM THE ENTRANCE TO EACH EXIT. (CBC 907.4.2.) 3. MANUAL FIRE ALARM BOXES SHALL BE A MINIMUM OF 42" AND A MAXIMUM OF 48" A.F.F. (CBC 907.4.2) 4. MANUAL FIRE ALARM BOXES CONTROL AND OPERATING MECHANISIMS SHALL BE OPERABLE WITH ONE HAND WITHOUT TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE MAXIMUM EFFORT TO ACTIVE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS -FORCE. 5. PROVIDE VISIBLE ALARM IN PUBLIC RESTROOMS AND EMPLOYEE RESTROOMS, CONFERENCE ROOMS AND LOBBIES (CBC 907.5.2.3.1) U U Z Oz V Cl) N Z Cy) Co Z Q U o0 _J % E of "t o W N v a - o_ Z (n o U W co _ C cox W W F w"- °' ♦ o a) zW< o -o W O v a' � Vn (r- N _ U —a o3 W w 3 (n � U) Z 3 _ w O Ill 2 a Q DATE FINISHED MARCH 2O17 THESE PLANS SHALL COMPLY WITH THE 2013 CALIFORNIA BUILDING CODE WHICH ADOPTS THE CEC 2016 CGC 22016 CRG' AND THE'2016 ENERGY STANDARDS THESE DOCUMENTS AND THE DESIGN AND IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF A PROFESSIONAL SERVICE, ARE THE SOLE PROPERTY OF STEENO DESIGN STUDIO INC. ANY USE, IN WHOLE OR IN PART FOR WHICH THEY WERE NOT PROVIDED SHALL BE UNLAWFUL D ARC ti/ V�' S R ' ST TF * -26448 N9� �FN• 2 / 2$ � OF CAO Co Ln Lo N p J Q p m U Fa-0H 0 Z � Lo d�< JOB NO. C15-160 SHEET NAME: FITNESS CENTER FLOOR PLAN PAGE A- 1 OF SHTS. r1 1 Nr-00 UCIV I CK - NUM I rl CLCVH 11UN MAI GH F RAME UULUR SCALE: 3/16" = 1'-0" FITNESS CENTER - WEST ELEVATION REMAIN INTACT SCALE: 3/16" = 1'-0" FITNESS CENTER - EAST ELEVATION SCALE: 3/16" = 1'-0" F SCI ,- - , ' vv- � � WRAPPED IN STONE VENEER COLOR &MATERIAL SCHEDULE ST-1 O STUCCO W/ ACRYLIC FINISH: MFGR: DUNN EDWARDS M 2 O METAL STANDING SEAM ROOF SHEATHING COLOR: DE6065 STUDIO WHITE MFGR: COLOR: ST-2 O STUCCO W/ TEXTURE TO MATCH EXISTING: T-1 O CERAMIC TILE 4" x 36" : MFGR: EMSER MFGR: DUNN EDWARDS COLOR: DE6065 STUDIO WHITE COLOR: ALPINE CAFE W_1 BRASS COLOR COATED ALUMINUM FRAME T 2 CERAMIC TILE 10" x 36" : MFGR: EMSER COLOR: ALPINE ESPRESSO MT-1 O ALUMINUM CANOPY SS-1 STACKED STONE VENEER COLOR: BLACK MFGR: EMSER COLOR: SUGAR WHITE MT-2 ALUMINUM CANOPY SS-2 MINI STACKED STONE VENEER COLOR: WHITE MFGR: EMSER COLOR: BLACK QUARTZITE M-1 MASONRY VENEER: CULTURED STONE BY BORAL SOUTHERN LEDGESTONE CL-1 7/8�� STUCCO CEILING WITH EXP. METAL LATH. COLOR: SUGAR WHITE COLOR: GREY U U Z � Oz V M N Z O 00 Z Q U 0 J Q E o W N v ♦ a Z U o W co ( _ m x W w"- W F ♦ °' O N ♦ U) o 0 W zwoLo � Q v n O v 0 V _ � N � — O U (�o 3 W W 3 (n� CLw 3 _ z w p w = a 0 r Q O d Z CD Cn LlJ 0 X J DATE FINISHED MARCH 2O17 R E V I S I O N S THESE PLANS SHALL COMPLY WITH THE 2013 CALIFORNIA BUILDING CODE WHICH ADOPT]CE C 2016CGC22016CRGAND THE'2016 ENERGYSTANDARD THESE DOCUMENTS AND THE DESIGN AND IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF A PROFESSIONAL SERVICE, ARE THE SOLE PROPERTY OF STEENO DESIGN STUDIO INC. ANY USE, IN WHOLE OR IN PART FOR WHICH THEY WERE NOT PROVIDED SHALL BE UNLAWFUL 0 ARCti/ V� S R . TF * -26448 2$ k OF CAO W D U a00 z�� U Y cq z L) m N Z O W O O 2 2 U H d Q O W LLIW M w N W 0 � Up m U W Q�-;Z Udz w 0, tn pLoC7 Cr In a LJ- � a Ln J JOB NO. C15-160 SHEET NAME: FITNESS CENTER EXTERIOR ELEVATIONS PAGE A-2 OF SHTS. I Lw, i yr a ov i i viw SCALE: 3/8" = V-0" PORTION OF CONC. SLAB TO REMAIN INTACT PROPOSED PORTION OF CONC. SLAB PORTION OF BUILDING TO REMAIN INTACT Lo PORTION OF BUILDING TO BE REMODELED EX. SKYLIGHT TO BE REMOVED 1/2" OSB PLYWOOD SHTG. \ W/ RADIANT BARRIER NAILED \ W/ 8d @ 6" O.C. ON EDGES & \ SUPPORTS & 12" O.C. @ FIELD \ 1/2" DENSDECK \ 2x6 ROOF RAFTERS \ SLOPE DOWN @ 16" O.C. TYP. NEW BUILT-UP ROOFING 3/8" MIN. TO EXTEND 48" INTO EX. @ ALL NEW -TO -EXISTING __ __ . __ _ _ 26 GA. GAI V_ FI ASHING 15" WD. x 18" DP. CONC. FTG. REINF. W/(2) #4 BARS @ TOP & BOTTOM BUILDING BEYOND lW 1 Vr a uV 1 1 Vlvl - vvP I BUILDING CROSS SECTION 'B' SCALE: 3/8" = l'-0" PORTION OF CONC. SLAB TO REMAIN INTACT PROPOSED PORTION OF CONC. SLAB METAL COPING CAP COLOR: U U Z � Oz V M N Z O 00 Z Q U 0 J Q E o W N v ♦ a Z U o W co ( _ x U)� m¢ W w"- W F ♦ °' O N ♦ U) o 0 W zwoLo � Q v n O v 0 V _ � N � — O U (�o 3 W W 3 (n� CLw 3 V, — z w p w = a 0 r Q O d Z) Z (D Cn W 0 X J DATE FINISHED MARCH 2O17 R E V I S I O N S THESE PLANS SHALL COMPLY WITH THE 2013 CALIFORNIA BUILDING CODE WHICH ADOPT]CE C 2016CGC22016CRGAND THE'2016 ENERGYSTANDARD THESE DOCUMENTS AND THE DESIGN AND IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF A PROFESSIONAL SERVICE, ARE THE SOLE PROPERTY OF STEENO DESIGN STUDIO INC. ANY USE, IN WHOLE OR IN PART FOR WHICH THEY WERE NOT PROVIDED SHALL BE UNLAWFUL 0 ARC ti/ V� S R•ST TF * -26448 N9� �FN• 2 / 2$ � ��0�� F OF CAO' W J U a00 z�� U Y cq z Q m N Z O W O O 2 2 U H d Q O W LLIW M w N W 0 � Up m U W Q�-;Z Udz 0 pLoC7 a-V)Q LJ� � a Ln J JOB NO. C15-160 SHEET NAME: FITNESS CENTER CROSS SECTIONS PAGE A-3 OF SHTS. �W 1 lJr at oV I I ulvi SCALE: 3/8" = V-0" PORTION OF CONC. SLAB TO REMAIN INTACT PROPOSED PORTION OF CONC. SLAB BUILT-UP 2x STUDS 2x6 SUPPORT TO 5/8" OSB PLYWOOD SHTG. BE EXTENDED (2) W/ RADIANT BARRIER NAILED TRUSSES BAYS W/ 8d @ 6" O.C. ON EDGES & SUPPORTS & 12" O.C. @ FIELD 17 26 GA. GALV. FLASH & SD-1 COUNTER FLASH R-38 ROOF INSULATION ROOF TRUSSES @ 24" O.C. TYP. 5/8" OSB PLYWOOD SHTG. / LINE OF BEAM BEYOND W/ RADIANT BARRIER NAILED ( 1 W/ 8d @ 6" O.C. ON EDGES & ; SUPPORTS & 12" O.C. @ FIELD \ 4 TPO ROOFING SYSTEM SD-2 ;24: D-1 11 f� n. 2x6 CLG. JOIST Ca. 16" O.C. TYP. @ 16" O.C. TYP. � i EXTEND EX. STUDS 2x6 CLG. JOIST WALL W/ 2x6 AS REQ'D. @ 16" O.0 TYP. 6" HI. PORCELAIN PLANTER (TYP. OF 3) WALL SECTION 'D' SCALE: 3/8" = V-0" PAINTED WALL FINISH COLOR: DE6065 STUDIO WHITE BY: DUNN EDWARDS n F__ MINI STACKED STONE COLOR: BLACK QUARTZITE BY: EMSER (TYP.) F F__l CITADEL STONE COLOR: BEIGE BY:EMSER (TYP.) �- �I 6" ALPINE WALL TRIM COLOR: ESPRESSO BY: EMSER (TYP.) o - Cho ,r 2" HORIZONTAL ALPINE WALL TRIM OVER PACIFIC DESIGNS WALL PAPER COLOR: WESTLAKE IV W508T HALLWAY COUNTER TOP QORTSTONE C c F F_ Q1003 w/ 12" SPLASH & CABINETS BELOW COLOR: SUGAR WHITE BY: EMSER (TYP.) o - M — _tnff t II -' COUNTER SIDING COUNTER TOP QORTSTONE Q1003 MINI STACKED STONE 4" ALPINE BASE BOARD COLOR: BY: WHITE ONYX COLOR: SUGAR WHITE COLOR: BLACK QUARTZITE COLOR:ESPRESSO CROSS -CUT BY: EMSER (TYP.) BY: EMSER (TYP.) BY: EMSER (TYP.) BY: EMSER (TYP.) LOBBY ENTRANCE SCALE: 3/8" = 1'-0" 4" TOE KICK (TYP.) ELEVATION -'B' CITADEL STONE COLOR: BEIGE BY:EMSER (TYP.) 6" ALPINE WALL TRIM COLOR:ESPRESSO BY: EMSER (TYP.) LOBBY AREA 8" FLOATING COUNTERTOP QORTSTONE Q1003 w/ 1/4" 0 SUSPENDING CABLES COLOR: SUGAR WHITE BY:EMSER 4" ALPINE BASE BOARD COLOR:ESPRESSO BY: EMSER (TYP.) COUNTER TOP QORTSTONE Q1003 w/ 12" SPLASH & CABINETS BELOW COLOR: SUGAR WHITE BY: EMSER (TYP.) �I \ X I DRINKS �I REF. 4" TOE KICK LOBBY KITCHENETTE SCALE: 3/8" = 1'-0" PAINTED WALL FINISH (TYP.) COLOR: DE6065 STUDIO WHITE BY: DUNN EDWARDS 2" HORIZONTAL ALPINE _ WALL TRIM OVER PACIFIC DESIGNS WALL PAPER COLOR: WESTLAKE IV W508T COUNTER TOP QORTSTONE Q1003 w/ 12" SPLASH & CABINETS BELOW COLOR: SUGAR WHITE BY: EMSER (TYP.) ELEVATION -'A' 0 wyyww— II II II II II 4" TOE KICK LOBBY KITCHENETTE SCALE: 3/8" = 1'-0" ELEVATION -'A' U U Z � Oz V M N Z O 00 Z Q U 0 J Q E o W N v ♦ a Z U o W co ( _ x U)� m¢ W w"- W F ♦ °' O N ♦ U) o 0 W zwoLo � Q v n O v 0 V _ � N � — O U (�o 3 W W 3 (n� CLw 3 _ z w p w = a 0 r Q O d Z (D Cn W 0 X J DATE FINISHED MARCH 2O17 R E V I S I O N S THESE PLANS SHALL COMPLY WITH THE 2013 CALIFORNIA BUILDING CODE WHICH ADOPT]CE C 2016CGC22016CRGAND THE'2016 ENERGYSTANDARD THESE DOCUMENTS AND THE DESIGN AND IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF A PROFESSIONAL SERVICE, ARE THE SOLE PROPERTY OF STEENO DESIGN STUDIO INC. ANY USE, IN WHOLE OR IN PART FOR WHICH THEY WERE NOT PROVIDED SHALL BE UNLAWFUL 0 ARC ti/ V� S R . TF * -26448 N9� �FN• 2 / 2$ � ��0�� F OF CAOF W J U a00 pLL 0 o (7 CO U Y cq Z0 ryQ m N OZW OxOx U H d Q v ' O w LLIW M N W 0 � Up m U w Udz 0 0, Opp CrLr)Q LJ� a.a Ln J JOB NO. C15-160 SHEET NAME: FITNESS CENTER CROSS SECTIONS PAGE A-4 OF SHTS. R( SCA ROOF DRAIN CALC . 1. REFER TO SHEET GN-1 FOR GENERAL NOTES. 2. REFER TO OTHER CONTRACT DOCUMENTS FOR ITEMS NOT SHOWN SUCH AS NON-STRUCTURAL CURBS, WALLS, OPENINGS PENETRATIONS ETC., AS WELL "SMITH" ROOF DRAIN W/ 22" X 30" PAN W/ 4" DRAIN & CAST IRON DOME FLASHING COLLAR & DECK CLAMP ZONE A TOTAL ROOF AREA & PARAPETS = 3,920 SQ. FT. AS FOR ITEMS NOT SPECIFIED, DIMENSIONS AND ELEVATIONS NOT NOTED ETC. 3. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING WORK. #2 LEAD FLASHING SHEET 4 PLY BUILT UP ROOFING ZONE B TOTAL ROOF AREA & PARAPETS = 1,202 SQ. FT. 4. TYPICAL ROOF SHEATHING SHALL BE 1-1/8" THK. C-DX PLYWOOD APA RATED (SPAN INDEX 48/0) W/ 10d (0.131"DIA X 2-1/2") NAILS AT 6 B.N., 6 E.N., 12 F.N., UNBLOCKED. ROOF SHEATHING 2x6 W/SIMPSON LU24 TOTAL ZONES - 5,122 SQ. FT. REQUIRED (2) 4"0 = 12,260 SQFT. HANGERS @ EA. 2X4 MBR. PROVIDED (2) 4" 0 5. FOR "VERTICAL" PLYWOOD SHEATHING THICKNESS, NAIL SIZE AND SPACING - PER TABLE 1101.11 A 4"0 PIPE WILL FLOW REFER TO "SHEARWALL SCHEDULE" ON PLAN. SEE "PLAN" FOR LOCATION 4" OVERFLOW PIPE 6,130 SQ.FT. AT 2" PER HR. (WHERE OCCURS). 6. SOLID BLOCKING SHALL BE PLACED BETWEEN ALL JOISTS AND RAFTERS AT ALL POINTS OF SUPPORT AND AT 10 FOOT INTERVALS FOR RAFTERS AND AT 8 FOOT INTERVALS FOR JOISTS. THIS IS IN ADDITION TO THE ONE SHOWN ON PLANS. 7. WHENEVER THE DOUBLE TOP PLATES ARE CUT BY PERPENDICULAR BEAM, 2X6 LEDGER OR BLCKG BETWEEN TRUSS W/ LU24 HANGERS AT EACH 2X4 MEMBER 4" PRIMARY PIPE ROOF DIAPHRAGM WALL FRAMING PER PLAN USE 5/8" CDX PLYWOOD UNBLOCKED DRAIN PIPING TO BE CAST IRON & DIAPHRAGM W/ 10D NAILS SPACED @ 6" O.C. CONNECT THE TOP PLATES TOGETHER USING SIMPSON MST48 OR MST160. 4" DIA. FOR 3"/HR. RAINFALL AND ALONG DIAPHRAGM BOUNDARIES AND ALONG REFER TO SIMPSON CATALOG FOR CORRECT INSTALLATION OF CONNECTORS. SLOPED A MIN OF 1/21' PER 121, NOTE: THE PRIMARY & SECONDARY ALL SUPPORTED PANEL EDGES AND @ 12" O.C. ALONG INTERMEDIATE SUPPORTS. 8. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN OR NOTED. MUST BE PLUMBED SEPARATELY ROOF FRAMING NOTES ROOF DRAIN DETAIL SCALE: 1-1/2=V-0" 4' MINIMUM 8-16D MIN. BETWEEN 2x DBL. TOP PLATE SPLICES, UNLESS BUILT-UP ROOFING NOTED OTHERWISE 2x KING STUD W/ SIMPSON ON PLAN A35 TOP AND BOT. U.N.O. ROOF SHTG. 45' BEVEL EDGE OUT w d 12 1/2 O MIN. Q d z_ OPENING H J_ CD WOOD BLOCKING RIPPED TO CORRECT SIZE TO DEVELOP SLOPE w U) FRAMING SEE STRUCT. ~ SIMPSON LUS26 HANGER @ EA. SIDE OF TRUSS 2x BLOCKING BETWEEN EACH TRUSS (TYP.) ROOF CRICKET DETAIL 2 1 kOOF CRICKET DETAIL 3 SCALE: N.T.S. SCALE: 1/2"=1'-0' ROOF DRAIN U U Z � Oz V M N Z O 00 Z Q C) 0 J Q E o w N v ♦ a Z o w co (D_ x U)u m¢ W w"- W F ♦ °' O N ♦ U) o 0 W zwoLo � Q v n O v 0 V _ � N � - O U (�o 3 W w 3 (n� CLw 3 _ z w p w = a 0 r Q O d D 0 Z (D Cn W 0 X J DATE FINISHED MARCH 2O17 R E V I S I O N S THESE PLANS SHALL COMPLY WITH THE 2013 CALIFORNIA BUILDING CODE WHICH ADOPT]CE C 2016CGC22016CRGAND THE'2016 ENERGYSTANDARD THESE DOCUMENTS AND THE DESIGN AND IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF A PROFESSIONAL SERVICE, ARE THE SOLE PROPERTY OF STEENO DESIGN STUDIO INC. ANY USE, IN WHOLE OR IN PART FOR WHICH THEY WERE NOT PROVIDED SHALL BE UNLAWFUL 0 ARC ti/ V� S R. TF * -26448 2$ k F OF CA0F W J U aoc) 0Z)o Il O co Z�� O(o U Y O Z QCON ry O LIJ z O O== 0ra 0 0— Q "' 0 ' O w W M LLI vi 04 ` U) � oJa 0 w Q �a� U d Z ul O `� Q L. Z—J L_g�L I I L^Cl- Lo L JOB NO. C15-160 SHEET NAME: ROOF PLAN PAGE A-5 OF SHTS. ►M a a a �, O A A I A A REFLECTIVE CEILING PLAN SCALE: 1 /4" = V-0" vv_w 3'-0" T-0" T-0" 3 A-5 i 2 A-5 O MAIN ENTRY STOREFRONT QTY: 1 3'-7" 14" e 3 A-5 O MAIN ENTRY SIDELIGHT STOREFRONT QTY: 2 0-IV 4'-5" 4'-5" 3 A-5 V N O 6 A-5 2 A-5 O STOREFRONT "C" QTY: 1 I N O 2 A-5 O LOBBY -TO -POOL STOREFRONT "D" QTY: 1 10-I I 5' 5-5 5- 6 0 1 A-5 7\ ] i N 60 2 A-5 O EXERCISE RM. #2 STOREFRONT "E" QTY: 1 CEILING LEGEND CEILING HEIGHT X 8-0" HT_ _ CEILING MATERIAL O GYPSUM BOARD CEILING SMOOTH FINISH © THK. STUCCO WITH EX EXP. METAL LATH © EXISTING DRYWALL CEILING TO REMAIN INTACT OR TO HAVE MINOR IMPROVEMENT. CHANGES PER PLAN O/ / EXISTING STUCCO CEILING TO D / / REMAIN INTACT OR TO HAVE MINOR IMPROVEMENT. CHANGES PER PLAN REFLECTIVE CEILING LEGEND SYMBOL DESCRIPTION REMARKS ® EXHAUSTFAN 24" SQ. SUPPLY GRILL RETURN AIR GRILLE W/ ROUND ELBOW CONNECTION 12" SQ. RETURN GRILL AND INSUL. FLEXIBLE DUCT RUNOUT 24" SQ. SUPPLY GRILL AIR DIFFUSER T-BAR TYPE AT 12" SQ. RETURN GRILL LAY -IN CLG. CLG. MOUNTED LINEAR SUPPLY OR SEE MECH. PLANS FOR e RETURN GRILL, SIZE SPECIFICATION WALL MOUNTED PER PLAN EMERGENCY BACKUP SEE. ELEC. DWGS LIGHTING EXIT ILLUMINATED EXIT SIGN SEE. ELEC. DWGS ----------- L.E.D. STRIPE LIGHT SEE. ELEC. DWGS @ 8" p4" L.E.D. RECESSED CAN SEE. ELEC. DWGS LIGHT PENDANT LIGHT FIXTURE SEE. ELEC. DWGS DOOR HARDWARE SCHEDULE HARDWARE NOTES: ALL DOORS SHALL HAVE LEVER HARDWARE (HANDLE). THE LEVER HARDWARE SHALL BE CURVED WITH A RETURN TO WITHIN 1/2" OF THE DOOR TO PREVENT CATCHING ON THE CLOTHING OF PERSONS EGRESS (11 B-404.2.8 AND PART 12, SECTION 12-10-202F REQUIREMENT FOR LEVER HARDWARE AS ADOPTED BY STATE FIRE MARSHAL). DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF 12 DEGREES FROM THE LATCH IS 5 SECONDS MINIMUM. (11 B-404.2.8). DOOR OPENING FORCE OF 5 POUNDS MAXIMUM FOR INTERIOR AND EXTERIOR DOORS (11 B-404.2.9) AND 15 POUNDS MAXIMUM FOR FIRE DOORS. 1 2 DOOR SET 1 - ENTRY DOORS EACH TO HAVE: MANUFACTURER 4 EA. BALL BEARING HINGES - 4 1/2" X 4 1/2" ALL PROPOSED 1 EA. LOCKSET HARDWARE TO BE BY 3 EA. SILENCERS C.R. LAURENCE OR EQ. 1 EA. CLOSER CONCEALED HEADMOUNT ALL MATERIAL FINISHES 1 EA. FLOOR STOP TO BE PROVIDED BY DBK. 3 4 DOOR SET 2 - INTERIOR FITNESS / EXERCISE DOORS EACH TO HAVE: MANUFACTURER 4 EA. BALL BEARING HINGES - 4 1/2" X 4 1/2" ALL PROPOSED 1 SET EA. SILENCERS HARDWARE TO BE BY 1 EA. FLOOR STOP C.R. LAURENCE OR EQ. 1 EA. DOOR CLOSER ALL MATERIAL FINISHES TO BE PROVIDED BY DBK. 5 6 DOOR SET 3 - INTERIOR OFFICE DOORS EACH TO HAVE: MANUFACTURER MATERIAL 4 EA. BALL BEARING HINGES - 4 1/2" X 4 1/2" ALL PROPOSED PRE -FINISHED WOOD 1 EA. PUSH / PULL PLATES HARDWARE TO BE BY DOORS TO MATCH 1 SET EA. SILENCERS C.R. LAURENCE OR EQ. EXISTING 1 EA. FLOOR STOP 1 EA. DOOR CLOSER 1 EA. 10" HIGH KICK PLATE (PUSH SIDE) ALL MATERIAL FINISHES TO BE PROVIDED BY DBK. T-0 t k T-0" 0 OFFICE DOOR OFFICE DOOR QTY: 1 QTY: 1 EXERCISE RM. #2 WINDOW QTY: 5 00 -y 47'-1 " 6'-0" 13'-8" EQUAL EQUAL EQUAL 1 A-5 F_ F F D i iv 6 w A-5J L EXERCISE RM. #1 STOREFRONT "F" QTY: 1 5/8" GYP BD. WALL %" GYP. BOARD, SEE FINISH FINISH SCHEDULE 8 7 6 O 1 "J" MOLD PAINTED TO FRAMING SHOWN OR 6 MATCH EXTERIOR FIN. REFERENCE ONLY 3 4 1 O SEALANT 6x BEAM PER STIR. SPEC. TA28M ALUMINUM CASING 1 3 O 2x SILL PLATE I 9 i DOOR PER SCHEDULE WALL SHEATHING WHEN OCCURS #14 x 1" ASSEMBLY SCREW BOLT SEALED 7/8" THK. STUCCO DOOR OTHERS), SEE 2 )ANCHOR BY OTHERS 1 1 (1 (BY DOOR SCHEDULE 01/2" 5 THK. TEMP. FLOATING 10 ALUMINUM THRESHOLD- TO EXTEND BEYOND "J" MOLD PAINT TO MATCH v 2 4 8 5 GLASS I 7 4 EXPANSION JOIN EXTERIOR FINISH 6 ALUM. STOREFRONT 1 iV HOLLOW METAL DOOR 1/2" THK. TEMPERED FLOATING GLASS L- - - - - - 7 5 FRAME, COLOR: FINISH FLOOR �----------- WOOD STUD ANCHOR 70 SHIM BY OTHERS x RE 1 C ANCHOR BOLT 5 1/2" THK. TEMP. FLOATING GLASS 1 CONT. SEAL EXCEPT „ FOR 1/4 WEEP HOLE rj 5/8 THK. DRYWALL ® 5/8" THK. DRYWALL 6 2 v z - Lu Z HOLLOW METAL DOOR FRAME -PAINTED UNDER MULL, 8 3 o O O SEALANT © 5/8" THK. DRYWALL O SILL FLASHING © 1/2" THK. TEMP. FLOATING GLASS O STUDS WALL @ 16" O.C. DOOR PER SCHEDULE TIMELY PRE -FINISHED O VINYL FILLER RUNS O ALUM. STOREFRONT O COSMETIC SEAL 7 O ALUM. STOREFRONT 1 BEAM PER STIR. SPEC. 5 EXPANSION JOINT x Q 1 3/4" KNOCKDOWN (KD) FRAME BETWEEN ALUM. FILLER FRAME, COLOR: (OPTIONAL) FRAME, COLOR: SIN HEAT TREATED CASING ®ALUM. FILLER 4" LONG ® HEADER PER STR. SPEC. ® ANCHOR BOLT SEALED 11 7/8" THK. STUCCO FRAME WIDTH RETAINER CLIP @ ANCHORS BY OTHERS DRYWALL SCREW (1) NEXT TO EVERY CLIP INT. STOREFRONT HEADER SCALE: STOREFRONT SILL SCALE: 2 EXT. STOREFRONT SCALE: 3 THRESHOLD DETAIL SCALE: 4 EXTERIOR DOOR HEADER SCALE: 5 INT. STOREFRONT MULLION SCALE: 6 INTERIOR DOOR JAM SCALE: 7 U U Z � Oz V M N zCy) 0 z U0 rn cl J Q E 0 W N v z O 0 W (D ( = v x C m ¢ 0 W w"- W F ♦ °' O N � o -0 W zwoLo = � Q s v n O v °' V _ � N � - o U 0 3 W W 3 (n� CLw 3 _ z w p LLI = 0 r Q� O d r� V z U) LlJ 0 X J DATE FINISHED MARCH 2O17 R E V I S I O N S THESE PLANS SHALL COMPLY WITH THE 2013 CALIFORNIA BUILDING CODE WHICH THE ]CE C 2016CGC22016CRG� AND THE'2016 ENERGYSTANDARD THESE DOCUMENTS AND THE DESIGN AND IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF A PROFESSIONAL SERVICE, ARE THE SOLE PROPERTY OF STEENO DESIGN STUDIO INC. ANY USE, IN WHOLE OR IN PART FOR WHICH THEY WERE NOT PROVIDED SHALL BE UNLAWFUL 0 ARC ti/ S R . ST TF * -26448 N9� �FN• 2 / 2$ � ��0�� F OF CA`�F W J U a- p�o C7 0 p Y c0 Z Q m N Z O Zo� W � pUma O n O I— LLI v /) LLIW M In N Cj 0 p m U w w O V p�C=1 v X Ln rn a_L J JOB NO. C15-160 SHEET NAME: REFLECTIVE CEILING PLAN WINDOW & DOOR SCHD. PAGE A-6 OF SHTS. NOTE: MAXIMUM ALLOWABI OCCUPANCY LEGEND TABLE 422.1 (2013 CALIFORNIA PLUMBING CODE) AREA: OFFICE AREA: FITNESS OCCUPANCY: B OCCUPANCY: A-3 OCCUPANTS: 2 OCCUPANTS: 173 LOAD FACTOR: 250 LOAD FACTOR: 30 AREA: COMMON OCCUPANCY: A-3 OCCUPANTS: N/A LOAD FACTOR: N/A OWNER TO POST PERMANENT TOTAL OCCUPANT LOAD: 175 MAXIMUM OCCUPANCY SIGNAGE OF 175 AT ALL ENTRANCES AND EXIST. EXIT DOOR NOTES 1. ALL REQUIRED EXIT DOORS SHALL HAVE ILLUMINATED EXIT SIGNS & PANIC HARDWARE. 2. A SIGN SHALL BE ABOVE THE PRIMARY ENTRANCE INDICATING "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". THE SIGNAGE SHALL BE IN LETTERS 1" HIGH ON CONTRASTING BACKGROUND; AND 3. THE LOCKING DEVISE IS READILY DISTINGUISHABLE AS LOCKED OR UNLOCKED 4. THE USE OF THE KEY -OPERATED LOCKING DEVICE IS REVOCABLE BY THE BUILDING OFFICIAL FOR DUE CAUSE. 5. ALL EXIT ARE TO BE OPERABLE FROM INSIDE WITH OUT THE USE OF A KEY OR SPECIAL KNOWLEDGE 6. FLOOR LANDING NOT MORE THAN 1/2" @ DISABLES ACCESS IS REQUIRED BELOW THE THRESHOLD IS REQUIRED ON EACH SIDE OF AN EXIT DOOR. 7. THE FORCE FOR PUSHING OR PULLING OPEN INTERIOR SWINGING EGRESS DOORS SHALL NOT EXCEED 5 POUNDS. 1. EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. TO INSURE CONTINUED ILLUMINATION FOR A DURATION OF NOT LESS THAN 90 MINUTES IN CASE OF PRIMARY POWER LOSS, THE SIGN SHALL BE CONNECTED TO A STORAGE BATTERY, UNIT EQUIPMENT OR AN ON -SITE GENERATOR. FIRE ALARM NOTES 1. FIRE ALARM PANEL TO BE LOCATED IN FIRE RISER ROOM. 2. MANUAL FIRE ALARM BOXES SHALL BE LOCATED NOT MORE THAN 5 FEET FROM THE ENTRANCE TO EACH EXIT. (CBC 907.4.2.) 3. MANUAL FIRE ALARM BOXES SHALL BE A MINIMUM OF 42" AND A MAXIMUM OF 48" A.F.F. (CBC 907.4.2) 4. MANUAL FIRE ALARM BOXES CONTROL AND OPERATING MECHANISIMS SHALL BE OPERABLE WITH ONE HAND WITHOUT TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE MAXIMUM EFFORT TO ACTIVE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS -FORCE. 5. PROVIDE VISIBLE ALARM IN PUBLIC RESTROOMS AND EMPLOYEE RESTROOMS, CONFERENCE ROOMS AND LOBBIES (CBC 907.5.2.3.1) TABLE -A. OCC. LOAD FACTOR GROUP A-3 ASSEMBLY USES INTENDED FOR WORSHIP, RECREATION OR AMUSEMENT AND OTHER ASSEMBLY USES NOT CLASSIFIED ELSEWHERE IN GROUP "A", INCLUDING BUT NOT LIMITED TO: AMUSEMENT ARCADES, ART GALLERIES, BOWLING ALLEYS, COMMUNITY HALLS, COURTROOMS, DANCE HALL (NOT INCLUDING FOOD OR DRINK CONSUMPTION), EXHIBITION HALLS, FUNERAL PARLORS, FUNERAL PARLORS, GYMNASIUMS (WITHOUT SPECTATOR SEATING), INDOOR TENNIS COURTS (WITHOUT SPECTATOR SEATING), LECTURE HALLS, LIBRARIES, MUSEUMS, PLACES OF RELIGIOUS WORSHIP, POOL AND BILLIARD PARLORS AND WAITING AREAS IN TRANSPORTATION TERMINALS. LOAD FACTOR: 50 OCCUPANCY*,** OCCUPANT LOAD FACTOR IN SQUARE FEET GROUP A 2. CONFERENCE ROOMS, DINING ROOMS, DRINKING ESTABLISHMENTS, EXHIBIT ROOMS, 30 GYMNASIUMS, LOUNGES, STAGES, AND SIMILAR USES, INCLUDING RESTAURANT CLASSIFIED AS GROUP B OCCUPANCIES. GROUP B OFFICE OR PUBLIC BUILDINGS (AREA 200 ACCESSIBLE TO PUBLIC) MEANS OF EGRESS TABLE 1004.1.2 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT (2016 CBC) BUSINESS AREAS 100 GROSS EXERCISE ROOMS 50 GROSS PLUMBING LOAD CALCULATIONS: TABLE 422.1 (2016 CALIFORNIA PLUMBING CODE) WATER CLOSETS (FIXTURES URINALS LAVATORIES TYPE OF OCCUPANCY PER PERSON) (FIXTURES (FIXTURES PER PERSON) PER PERSON) A-3 ASSEMBLY MALE FEMALE MALE MALE FEMALE OCCUPANCY (TYPICAL 1: 1-100 1: 1-25 1: 1-100 1: 1-200 1: 1-100 WITHOUT FIXED OR 2: 101-200 2: 26-50 2: 101-200 2: 201-400 2: 101-200 PERMANENT SEATING) 3: 201-400 3: 51-100 3: 201-400 3: 401-600 4: 201-300 - ARCADES, PLACES OF 4: 101-200 4: 401-600 4: 601-750 5: 301-500 WORSHIP, MUSEUMS, 6: 201-300 6: 501-750 LIBRARIES, LECTURE 8: 301-400 HALLS, GYMNASIUMS OVER 400, ADD 1 FIXTURE FOR OVER 600, ADD OVER 750, ADD 1 FIXTURE (WITHOUT SPECTATOR EACH ADDITIONAL 500 MALES 1 FIXTURE FOR FOR EACH ADDITIONAL 250 SEATING), INDOOR POOLS (WITHOUT AND 1 FIXTURE FOR EACH EACH ADDTNL. MALES AND 1 FIXTURE FOR SPECTATOR SEATING) ADDITIONAL 125 FEMALES 300 MALES EACH ADDTNL. 200 FEMALES GROUP (A) - BLD. AREA = 5,205 SQ. FT. / 30 = 173.5 OCC. /2 = 87 MEN 87 WOMEN (RND. UP) GROUP (B) - BLD. AREA = 380SQ. FT. / 200 = 2 OCC. /2 = 1 MEN 1 WOMEN (RND. UP) PLUMBING FIXTURE COUNT FIXTURES REQUIRED EXISTING FIXTURES MEN (88) WATER CLOSETS 1 URINALS 1 LAVATORIES 1 MEN (88) WATER CLOSETS URINALS LAVATORIES 2 3 3 WOMENS (88) WATER CLOSETS 3 LAVATORIES 1 WOMENS (88) WATER CLOSETS LAVATORIES 3 4 ■ IN7 NORTH SCALE = 1/4" = V-0" 0.395 (10mm) MINIMUM AND0.400 (1 0. 2 m m) MAXIMUM PER 2013 C.B.C. TABLE 11 B-703.3.1. 1. TACTILE EXITING SIGNS SHALL COMPLY WITH 1011.3 AND 1117B.5.1 OF THE 2010 C.B.C. 2. MOUNTING HEIGHT OF SIGNS TO BE 60" A.F.F. 3, SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE LEAF DOORS, SIGN SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLEY ON THE RIGHT. 4. SIGNS THAT IDENTIFY EXITS SHALL BE LOCATED ON THE APPROACH SIDE OF THE DOOR AS ONE EXITS THE ROOM OR SPACE. JIl71VHUC LVI "I CU UN LATCH SIDE OF DOOR. El GLW MOUNT AT 60" TO C.L. CORRESPONDING GRADE II BRAILLE ACCESSIBILITY CEMBLIEM THE TRIANGLE SYMBOL SHALL CONTRAST WITH THE CIRCLE SYMBOL, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. THE CIRCLE SYMBOL SHALL CONTRAST WITH THE DOOR. CBC 11 B-703 (2013 CBC) MOUNTING HEIGHT FOR TACTILE SIGNAGE: SIGNS CAN NOW BE MOUNTED WITHIN A RANGE OF SPACE WHICH ALLOWS FOR A CONSISTENT TOP HEIGHT FOR DIFFERENT SIZED SIGNS ALONG A HALL. SIGNS ARE TO BE MOUNTED AT A HEIGHT TO ALLOW THE BASELINES OF RAISED CHARACTERS TO BE LOCATED BETWEEN 48" AND 60" ABOVE THE GROUND. INTERNATIONAL PERMANENT SIGNAGE TO BE INSTALLED ON THE WALL SYMBOL OF ADJACENT TO THE LATCH SIDE OF THE DOOR. ACCESSIBILITY MOUNTING LOCATION MUST ALLOW A PERSON TO APPROACH WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING PATH OF THE DOOR \ ry O 0 ® O \ w g O W MINIMUM HEIGHT: BASELINE OF 2 2 ALLOWABLE o LOWEST COPY MOUNTED NO LOWER 2E SIGN AREA THAN 48" ABOVE THE FLOOR 2 Z / w CD = g STRIKE SIDE OF Z MAXIMUM HEIGHT: BASELINE OF 0 DOOR / _ HIGHEST COPY MOUNTED NO HIGHER THAN 60" ABOVE FLOOR FINISH FLOOR U U Z � Oz V M N Z O 00 Z Q U 0 J Q E o W N v Z o W co (D_ x U)u m¢ W w"- W F ♦ °' O N ♦ U) o 0 W zwoLo s= � Q v n O V v _ � N � — O U (�o 3 W W 3 (n� CLw 3 V, — Z w p w = a 0 r Q O d 0 Z (D U) W 0 X J DATE FINISHED MARCH 2O17 R E V I S I O N S THESE PLANS SHALL COMPLY WITH THE 2013 CALIFORNIA BUILDING CODE WHICH ADOPTTHE S CEC 2016 CGC 22016 CRG� AND THE'2016 ENERGY STANDARDS THESE DOCUMENTS AND THE DESIGN AND IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF A PROFESSIONAL SERVICE, ARE THE SOLE PROPERTY OF STEENO DESIGN STUDIO INC. ANY USE, IN WHOLE OR IN PART FOR WHICH THEY WERE NOT PROVIDED SHALL BE UNLAWFUL D ARC ti/ S R. T� * -26448 N9� �FN• 2 / 2$ � ��0�� F OF CAOF W U aoo 0Do z C7 p Y c0 Z Q m N Z O Zo� W � O pU�a n Q "o Ow C/) I— w LLIW M In co N W rn U p m U LLI c)aZ O V 0m v rn n L0 I Ln a_ JOB NO. C15-160 SHEET NAME: OCCUPANCY & EGRESS PLAN PAGE oc- 1 OF SHTS. ACCESSIBLE ROUTES - CHAPTER 11 B CBC 2016 ACCESSIBLE ROUTES SHALL COMPLY WITH CHAPTER 11B DIVISION 4 OF CBC 2016 ACCESSIBLE ROUTES SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING COMPONENTS: WALKING SURFACES WITH A RUNNING SLOPE NOT STEEPER THAN 1 :20, DOORWAYS, RAMPS, CURB RAMPS EXCLUDING THE FLARED SIDES, ELEVATORS, AND PLATFORM LIFTS. ALL COMPONENTS OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF DIVISION 4. SITE ARRIVAL POINTS - AT LEAST ONE ACCESSIBLE ROUTE SHALL BE PROVIDED WITHIN THE SITE FROM ACCESSIBLE PARKING SPACES AND ACCESSIBLE PASSENGER LOADING ZONES; PUBLIC STREETS AND SIDEWALKS; AND PUBLIC TRANSPORTATION STOPS TO THE ACCESSIBLE BUILDING OR FACILITY THEY SERVE A. SITE DEVELOPMENT AND GRADING SHALL BE DESIGNED TO PROVIDE ACCESS TO PRIMARY ENTRANCES FROM THE PUBLIC WAY. B. THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20. THE CROSS SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:48 C. WALKS SHALL EXTEND 24" TO THE SIDE OF THE STRIKE EDGE OF A DOOR OR GATE THAT SWINGS TOWARD THE WALK. D. SURFACES WITH A SLOPE GREATER THAN 6 PERCENT SHALL BE SLIP RESISTANT. E. WALKS SHALL BE PROVIDED WITH A LEVEL AREA NOT LESS THAN 60" AT A DOOR OR GATE THAT SWINGS TOWARD THE WALK AND NO LESS THAN 48" WIDE BY 44" DEEP AT A DOOR OR GATE THAT SWINGS AWAY FROM THE WALK. F. ABRUPT CHANGES SHALL NOT EXCEED 1/4" VERTICAL OR 1/2" BEVELED AT 45 CHANGES GREATER THAN 1/2" MUST COMPLY WITH REQUIREMENTS FOR CURB RAMPS. G. AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN 60" SHALL PROVIDE PASSING SPACES AT INTERVALS OF 200 FEET MAX. RAMPS - CHAPTER 11 B DIVISION 4: (SECTION 406) CBC 2016 RAMPS ON ACCESSIBLE ROUTES SHALL COMPLY WITH CHAPTER 11 B DIVISION 4 OF CBC 2016 A. THE SLOPE OF RAMPS SHALL NOT EXCEED 8.33 % (1 IN 12). B. SURFACE SHALL BE SLIP -RESISTANT. C. THE CLEAR WIDTH OF CURB RAMP RUNS(excluding any flared sides), BLENDED TRANSISTIONS, AND TURNING SPACES SHALL BE 48 INCHES MIN. D. BOTTOM LANDING SHALL BE MINIMUM OF 72" IN THE DIRECTION OF TRAVEL. E. TOP CURB LANDING SHALL BE 48" DEEP MINIMUM. F. WHEN DOOR SWINGS ONTO TOP LANDING, MINIMUM DEPTH OF LANDING REQUIRED IS DOOR WIDTH PLUS 42". G. RAMP HANDRAILS REQUIRED ON EACH SIDE OF RAMP, WHEN SLOPE EXCEEDS 1 IN 20. H. RAMP HANDRAILS SHALL BE CONTINUOUS, LOCATED 30" - 34" IN HEIGHT ABOVE RAMP SURFACE, WITH 12" EXTENSIONS BEYOND I. TOP AND BOTTOM AND THE ENDS RETURNED. J. HANDRAILS SHALL BE 1-1/4" TO 2" CROSS SECTION, SPACED MINIMUM OF 1-1/2" FROM WALL. K. PROVIDE A 2" HIGH CURB OR WHEEL GUIDE RAIL CENTERED 3" PLUS/MINUS 1" ABOVE RAMP SURFACE ON BOTH SIDES OF RAMP WHEN RAMP IS NOT BOUNDED BY WALLS AND WHEN RAMP EXCEEDS 10 FEET IN LENGTH. V-0" LEVE U ILv u WHEEL GUIDE ELECTRICAL SWITCHES & RECEPTACLE OUTLETS - CHAPTER 11 B DIVISION 3: (SECTION 308) CBC 2016 A. ELECTRICAL SWITCHES: CONTROLS AND SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES OR COOLING, HEATING AND VENTILATION EQUIPMENT SHALL BE LOCATED NO MORE THAN 48" FROM THE TOP OF THE OUTLET BOX NOR LESS THAN 15" FROM THE BOTTOM OF THE OUTLET BOX TO THE LEVEL OF THE FINISH FLOOR OR WORKING PLATFORM. B. ELECTRICAL RECEPTACLE OUTLETS: ELECTRICAL RECEPTACLES OUTLETS ON BRANCH CIRCUITS OF 30AMPS OR LESS AND COMMUNICATION SYSTEM RECEPTACLES SHALL BE LOCATED NO MORE THAN 48" FROM THE TOP OF THE OUTLET BOX NOR LESS THAN 15" FROM THE BOTTOM OF THE OUTLET BOX MEASURED FROM THE FINISH FLOOR OR WORKING PLATFORM. WATER CLOSETS A. HEIGHT OF WATER CLOSET SHALL BE 17" TO 19" ABOVE FLOOR. B. THE FORCE REQUIRED TO ACTIVATE THE FLUSH VALVE SHALL BE 3 LBS MAXIMUM. C. PROVIDE 17" TO 18" FROM THE CENTERLINE OF THE WATER CLOSET TO THE ADJACENT WALL FINISH SURFACE AT ACCESSIBLE STALLS D. TOILET FLUSH CONTROLS SHALL BE OPERABLE WITH ONE HAND, AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. CONTROLS SHALL BE MOUNTED ON THE WIDE SIDE OF THE TOILET AREAS, NO MORE THAN 44" ABOVE THE FLOOR THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBS. E. CLEARANCE AROUND A WATER CLOSET SHALL BE 60" MIN. MEASURED PERPENDICULAR FROM THE SIDE WALL AND 56" MIN. MEASURED PERPENDICULAR FROM THE REAR WALL. URINALS A. URINALS: WHERE THERE ARE URINALS PROVIDED AT LEAST ONE (1) SHALL PROVIDE A CLEAR FLOOR SPACE OF 36" BY 48"IN. FRONT OF THE URINAL TO ALLOW FOR A FORWARD APPROACH. THIS CLEAR SPACE MAY EXTEND U MAX. UNDER THE URINAL IF THE URINAL HAS 9" MIN. TOE CLEARANCE FROM THE FLOOR TO THE URINAL'S BOTTOM. FIG. 1 (CA T24 11 B-605.3 & 11 B-305) B. ONE SIDE: PROVIDE ONE (1) FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR SPACE AS TO ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE. FIG. 1 (CA T24 11 B-603.1, 11 B-603.2, 11 B-603.2.1 & 11 B-603.2.2) C. RIM HEIGHT: MAX. 17" HEIGHT ABOVE FLOOR. FIG. 1 (CA T24 11 B-605.2) 00 M p D. RIM PROJECTION: MIN. 14" FROM WALL. FIG. 1 (CA T24 11 B-605.2) M E. FLOOR SURFACE" SMOOTH, HARD, AND NON -ABSORBENT FLOORING, EXTENDING UP THE WALLS A MIN. OF 4". (CA T24 1210.2.1) F. WALLS: WALLS WITHIN 24" OF FRONT AND SIDES OF URINAL TO BE SMOOTH, HARD, AND NON -ABSORBENT UP TO 48" IN HEIGHT. EXCEPT FOR STRUCTURAL MATERIALS, THE MATERIAL USED SHALL BE A TYPE WHICH IS NOT ADVERSELY AFFRECTED BY MOISTURE. FIG. 2 (CA T24 1210.2.2) G. FLUSH CONTROL OPERATION: OPERABLE WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPINGS, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5LBF. ELECTRONIC OR AUTOMATIC FLUSHING CONTROLS ARE ACCEPTABLE AND PREFERABLE. MAX 5 LBS. PRESSURE TO OPERATE FLUSH VALVE. FIG. 3 (CA T24 11 B-605.4) ACCESSIBLE SIGNAGE - CHAPTER 11 B DIVISION 5 (SECTION 502.8) CBC 2016 A. A PERMANENTLY AFFIXED REFLECTORIZED SIGN CONSTRUCTED OF PORCELAIN ON STEEL, BEADED TEXT OR EQUAL, DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. THIS SIGN SHALL NOT BE SMALLER THAN SEVENTY (70) INCHES IN AREA AND SHALL BE CENTERED AT THE INTERIOR END OF THE PARKING SPACE AT A MIN. HEIGHT OF EIGHTY (80) INCHES FROM THE BOTTOM OF THE SIGN TO THE PARKING SPACE, FINISHED GRADE OR CENTERED ON THE WALL AT THE INTERIOR END OF THE PARKING SPACE AT A MINIMUM HEIGHT OF THIRTY-SIX (36) INCHES FROM THE PARKING SPACE FINISHED GRADE, GROUND OR SIDEWALK. B. MAXIMUM SLOPE OF PARKING SURFACE IN ANY DIRECTION SHALL NOT EXCEED 1/4" PER FOOT. C. POST A SIGN AT EACH DRIVE APPROACH ENTRANCE TO THE OFF STREET PARKING FACILITY, NOT LESS THAN 17" X 22" IN SIZE WITH LETTERING NOT LESS THAN ONE INCH IN HEIGHT WHICH CLEARLY AND CONSPICUOUSLY STATES THE FOLLOWING: "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARD OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THE OWNERS EXPENSE. TOWED VEHICLES MAY BE RECLAIMED @ OR BY TELEPHONING " SECTION 502.8.2. (SEE FIGS. A AND B THIS SHEET). D. ONE PARKING STALL SHALL BE "VAN ACCESSIBLE" 9 FEET WIDE WITH AN ADJOINING 8-FOOT WIDE LANDING AREA. THE STALL SHALL HAVE A SIGN STATING "VAN ACCESSIBLE". GENERAL SITE CHAPTER 11 B DIVISION 5 CBC 2016 4'-0" K 70" SQ. INCH ACCESSIBILITY MIN. SIGN PER 11B-502.6 REFER TO SITE PLAN FOR °°°°°°° ALTERNATE LOCATION ON BLDG. WALK 'O'O'O'° WALK 8.33% MAXJoMo-oo, °o°o°o°o 8.33% MAX o v g SLOPE LANDING SLOPE a OVERHANG TYP. VAN STALL o 0 6" CURB TYP. N z_ ON PARALLEL CURB RAMPS, CAR STALL I DETECTABLE WARNINGS SHALL BE o4 PLACED ON THE TURNING SPACE AT THE FLUSH TRANSISTION BETWEEN 1; I THE STREET AND SIDEWALK I PAINTED BLUE BORDER (CBC2016 11B-502.3.3) INTERNATIONAL SYMBOL OF ACCESSIBILITY &( 36" SQ. PER SECTION 11B-502.3.3. NO KING Sk WITHIN THE LOADING AND UNLOADING L 12'-0" L 5'-0" 9._011 ACCESS AISLE PAINT THE WORDS "NO MIN. MIN. MIN. PARKING" IN WHITE LETTERS NO LESS THAN 12" HIGH. OR (EXCEPTION 11B-502.2) L 914" L 8'-0" MIN. MIN. ACCESSIBLE PARKING DBL. SPACES 1/8" SCALE r-----I AT LEAST AS WIDE AS CURB RAMP o I RAMP RUNS SHALL NOT EXCEED 1: PER 11 B-406.2.1 DETECTABLE WARNINGS AT CURB RAMPS SHALL EXTEND 36" IN THE DIRECTION OF TRAVEL. DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH OF THE RAMP EXCLUDING ANY FLARED SIDES. FULL WIDTH FLARED SIDES 1: 10 MAX SLOPE PER 11 B-406.2.2 PER (11 B-705.1.2.2)<16.-B.-M-5777.0o°o° / 00000 o -o-°-°-o-°-°-°-° i J� z o o°o°o°o°o°o°o°o IL 0 0 0 0 0 0 0 0 O W oo 000°o°o°o°o°o°o° r °o.0000000000000000 CJ o 0 0 0 0 0 0 0 0 0 x 0000°o°°00000000°oo SLOPE SLOPE W o°o°o°o°o°o°o°o°o°o � o°o°o°o°o°o°o°o°o°o ENTRANCES AND EXITS CBC 2016 A. ALL PRIMARY ENTRANCES TO BUILDINGS SHALL BE ACCESSIBLE TO THE DISABLED. B. THE FLOOR ADJACENT TO DOORWAYS SHALL BE LEVEL AND CLEAR FOR MINIMUM DEPTH OF 60" IN THE DIRECTION THE DOOR SWINGS AND 44" IF SWINGING AWAY. THE FLOOR SHALL EXTEND BEYOND THE STRIKE EDGE 24" FOR EXTERIOR DOORS AND 18" FOR INTERIOR DOORS. C. INTERIOR AND EXTERIOR THRESHOLDS SHOULD BE A MAXIMUM 1/2" ABOVE THE ADJACENT FLOOR. CHANGE IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE LEVELED 1:2. D. THE BOTTOM 10" OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE. E. PROVIDE LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. F. CORRIDORS SHALL BE 44" MINIMUM IN WIDTH OR AS REQUIRED BY OCCUPANT LOAD. G. HAND ACTIVATED DOOR HARDWARE SHALL BE CENTERED BETWEEN 30" AND 44" ABOVE THE FLOOR. H. THE SPACE BETWEEN TWO CONSECUTIVE DOOR OPENINGS INTO A VESTIBULE, SERVING OTHER THAN A REQUIRED EXIT STAIRWAY, SHALL PROVIDE A MINIMUM OF 48" OF CLEAR SPACE FROM ANY DOOR OPENING INTO SUCH VESTIBULE WHEN THE DOOR IS POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. DOORS IN A SERIES SHALL SWING EITHER IN THE SAME DIRECTION OR AWAY FROM THE SPACE BETWEEN DOORS. I. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LBS. FOR EXTERIOR AND 5 LBS. FOR INTERIOR DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAYBE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED NOT TO EXCEED 15 LBS. SANITARY FACILITIES A. DOORWAYS LEADING TO SANITARY FACILITIES SHALL BE IDENTIFIED AS NOTED UNDER SIGNAGE AND IDENTIFICATION NOTES. B. PROVIDE A CLEAR SPACE 60" IN DIAMETER WITHIN THE TOILET ROOM. ADDITIONAL REQUIREMENTS A. CONTROLS AND SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO CONTROL LIGHITNG AND RECEPTACLES OUTLETS APPLIANCES OR COOLING HEATING AND VENTILATING EQUIPMENT SHALL BE LOCATED NO MORE THAN 48 INCHES MEASURED FROM THE TOP OF THE OUTLET BOX NOR LESS THAN 15 INCHES MEASURED FROM THE BOTTOM OF THE OUTLET BOX TO THE LEVEL OF THE FINISH FLOOR OR WORKING PLATFORM, C.B.C. 11B-308.1.2. B. OBJECTS PROTRUDING FROM WALLS (e.g. TELEPHONES) WITH THEIR LEADING EDGES BETWEEN 27" AND 80" ABOVE THE FINISHED FLOOR SHALL PROTRUDE NO MORE THAN 4" INTO WALKS, HALLS, CORRIDORS, PASSAGEWAYS OR AISLES. C. OBJECTS MOUNTED WITH THEIR LEADING EDGES AT OR BELOW 27" ABOVE THE FINISHED FLOOR MAY PROTRUDE ANY AMOUNT, PROVIDED THE PROTRUDING OBJECT DOES NOT REDUCE THE CLEAR WIDTH OF AN ACCESSIBLE ROUTE OR MANEUVERING SPACE. D. ABRUPT CHANGES IN LEVEL, EXCEPT BETWEEN A WALK OR SIDEWALK AND AN ADJACENT STREET OR DRIVEWAY, EXCEEDING 4" IN A VERTICAL DIMENSION SUCH AS AT PLANTERS OR FOUNTAINS LOCATED IN OR ADJACENT TO WALKS, SHALL BE IDENTIFIED BY CURBS PROJECTING AT LEAST 6" IN HEIGHT ABOVE THE WALK TO WARN THE BLIND OF A POTENTIAL DROP-OFF. E. FLOOR SURFACES SHALL BE SLIP -RESISTANT. RECOMMEND 0.6 FRICTION COEFFICIENT FACTOR. G. EVERY AISLE SHALL BE NOT LESS THAN 36" WIDE IF SERVING ONLY ONE SIDE, AND NOT LESS THAN 42" WIDE IF SERVING BOTH SIDES. THE WIDTH SHALL BE MEASURED AT THE POINT FARTHEST FROM AN EXIT, CROSS AISLE, OR FOYER AND SHALL BE INCREASED BY 1-1/2" FOR EACH 5' IN LENGTH TOWARD THE EXIT, CROSS AISLE OR FOYER. CONTINENTAL SEATING SIDE AISLES SHALL NOT BE LESS THAN 44" IN WIDTH. 9 MIN c�F9�F C�c �d s�- ccF`s�ie � o„ 2 � QBMIN LE ROUTE o��F _ AGGESSIB FIG. 1 LAVATORIES FLUSH CONTROLS, OPERABLE WITH ONE HAND NO TIGHT GRASPING NO PINCHING \ 1 sus NO TWISTING OF WRIST ELECTRONIC OR AUTOMATIC OPERATION ACCEPTABLE AMD PERFERABLE NO GE AMID TILE, A�p ORTL ET.GERERIAL PROVED MA FIG. 3 FIG.2 A. PROVIDE 30" X 48" CLEAR FLOOR SPACE FOR FORWARD APPROACH. SAID CLEAR FLOOR SPACE MAY INCLUDE KNEE AND TOE SPACE UNDER LAVATORY DESCRIBED BELOW. B. LAVATORY RIM SHALL BE MOUNTED 34" ABOVE THE FINISH FLOOR. C. PROVIDE CLEAR SPACE BENEATH LAVATORIES 29" HIGH BY 30" WIDE BY 8" DEEP (KNEE SPACE) AND 9" HIGH FROM THE FLOOR BY 30" WIDE BY 17" DEEP FROM FRONT OF LAVATORY (TOE SPACE). D. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED. E. AREA BELOW THE LAVATORY SHALL BE FREE OF SHARP OR ABRASIVE SURFACES. F. FAUCET CONTROLS AND OPERATING MECHANISM OPERABLE WITH ONE HAND SHALL BE OF THE TYPE NOT REQUIRING TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST AND SHALL HAVE AN OPERATING FORCE NOT EXCEEDING 5 LBS. G. SELF -CLOSING VALVES WHEN SPECIFIED SHALL REMAIN OPEN FOR AT LEAST 10 SECONDS. MIN. F 11" SIN 8 CARPET PILE HEIGHT MIN. PER 11 B-302.2 CBC 2013 �Ivc 0 � VERTICAL CHANGE IN LEVEL z Q Q 2 PER 11B-302.2 CBC 2013 z �o 0 0 2 1 N O - z °0 -IN Iv BEVELED CHANGED IN LEVEL 25" MAX " MAX TOE CLR. PER 11 B-302.2 CBC 2013 LAVATORY CLEARANCES FLOOR GROUND CLEARANCES 11 B-302 - 303 CBC 2013 TOILET ROOM ACCESSORIES A. MIRROR BOTTOM EDGE SHALL BE LOCATED 40" MAXIMUM ABOVE FLOOR. B. TOILET TISSUE DISPENSER SHALL BE MOUNTED WITHIN 12" FROM THE FRONT EDGE OF TOILET SEAT. DISPENSERS THAT CONTROL DELIVERY OR THAT DO NOT PERMIT CONTINUOUS PAPER FLOW SHALL NOT BE USED. C. OPERATING PARTS OF DISPENSERS AND DISPOSAL FIXTURES (TOWELS, WASTE, COIN SLOTS, ETC.) SHALL BE WITHIN 40" OF FLOOR. PLAN VIEW GRAB BAR PER 11 B-604.5 AREA ALLOWABLE AREA FOR GRAB BARS FINISH FLOOR ELEVATION loom MENEM 27, 0 mom 0 mom 3 m MEMO MEN mommommommom NONE NONE NONE 00 14 NONE 0 MENOMONEE MEMO 1. INSULATE DRAIN & HOT WATER PIPE. 2. REFER TO UNOBSTRUCTED SIDE REACH DIAGRAM FOR OPERABLE CLEARANCES AT PARALLEL APPROACH 3. TOILET BOWL TO BE ELONGATED WHEN OPEN FRONT SEAT. 4. PAINT DRYWALL WITH ENAMEL SIDE GRAB BARS IN SINGLE ACCOMMODATION TOILET ROOMS MUST BE INSTALLED SUCH THAT THE FRONT END OF THE BAR IS LOCATED A MINIMUM OF 54" FROM THE BACK WALL. 5. 11 B-604.7 DISPENSERS. THE OUTLET OF THE DISPENSER SHALL BE BELOW THE GRAB BAR 19" MIN. A.F.F. AND SHALL NOT BE LOCATED BEHIND THE GRAB BARS. DISPENSERS SHALL NOT BE OF A TYPE THAT CONTROLS DELIVERY OR THAT DOES NOT ALLOW CONTINUOUS DELIVERY OF PAPER FLOW 6. 11 B-603.5 ACCESSORIES. WHERE TOWEL OR SANITARY NAPKIN DISPENSERS WASTE RECEPTACLES, OR OTHER ACCESSORIES ARE PROVIDED IN TOILET FACILITIES, AT LEAST ONE OF EACH TYPE SHALL BE LOCATED ON ACCESSIBLE ROUTE. ALL OPERABLE PARTS, INCLUDING COIN SLOTS, SHALL BE 40" MAX ABOVE FINISH FLOOR. STANDARD RESTOOM INTERIOR ELEVATION SIGNAGE AND IDENTIFICATION MOUNTING HEIGHT FOR TACTILE SIGNAGE: SIGNS CAN NOW BE MOUNTED WITHIN A RANGE OF SPACE WHICH ALLOWS FOR A CONSISTENT TOP HEIGHT FOR DIFFERENT SIZED SIGNS ALONG A HALL. MINIMUM HEIGHT: BASELINE OF LOWEST COPY MOUNTED NO LOWER THAN 48" ABOVE THE FLOOR SIGNS ARE TO BE MOUNTED AT A HEIGHT TO ALLOW THE BASELINES OF RAISED CHARACTERS TO BE MAXIMUM HEIGHT: BASELINE OF HIGHEST COPY LOCATED BETWEEN 48" AND 60" ABOVE THE GROUND. MOUNTED NO HIGHER THAN 60" ABOVE FLOOR PERMANENT SIGNAGE TO BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. MOUNTING LOCATION MUST ALLOW A PERSON TO \ APPROACH WITHOUT ENCOUNTERING PROTRUDING \ OBJECTS OR STANDING WITHIN THE SWING PATH OF \ THE DOOR \ \ \ \ INTERNATIONAL SYMBOL \ OF ACCESSIBILITY MOUN \ ON EXTERIOR DOORS \ \ ALLOWABLE SIGN HINGE SIDE OF DOOR MOUNTING AREA / :2 STRIKE SIDE OF DOOR z 0 / v / / FINISH FLOOR MOUNTING HEIGHT OF ROOM ID SIGN DETAIL A. ON DOORWAYS LEADING TO SANITARY FACILITIES THE SYMBOLS TO BE PROVIDED ARE: 12" EQUILATERAL TRIANGLE FOR MEN, 12" DIAMETER CIRCLE FOR WOMEN, AND 12" DIAMETER CIRCLE WITH AN EQUILATERAL TRIANGLE SUPERIMPOSED ON THE CIRCLE FOR UNISEX. ALL DOOR SIGNS SHALL BE 1/4" THICK, CENTERED ON DOOR 60" HIGH, AND THE SIGNAGE COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT FROM THE COLOR AND CONTRAST OF THE DOOR. B. WHERE PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, PROVIDE BRAILLE SIGN, SIGN SHALL BE ADJACENT TO THE LATCH OUTSIDE OF THE DOOR, INSTALLED 48" TO 60" HIGH C. BRAILLE SIGNS: USE CONTRACTED GRADE 2 BRAILLE. DOTS SHALL BE 1/10" ON CENTER IN EACH CELL W/ 2/10" SPACE BETWEEN CELLS. DOTS SHALL BE RAISED A MINIMUM OF 1/40" ABOVE THE BACKGROUND. LETTERS AND NUMBERS SHALL HAVE A WIDTH -TO -HEIGHT RATIO OF BETWEEN 1:5 AND 1:10. LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED OR RECESSED 1/32" MINIMUM, AND SHALL BE SANS -SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE. RAISED CHARACTERS SHALL BE A MINIMUM OF 5/8". D. ALL BUILDING ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY PERSONS WITH DISABILITIES AND AT EVERY MAJOR JUNCTION ALONG OR LEADING TO AN ACCESSIBLE ROUTE OF TRAVEL SHALL BE IDENTIFIED WITH A SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. E. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE EQUAL TO COLOR NO. 15090 IN FEDERAL STANDARD 599C. F. EACH PARKING SPACE RESERVED FOR PERSONS WITH DISABILITIES SHALL BE IDENTIFIED BY A REFLECTORIZED SIGN PERMANENTLY POSTED IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE CONSISTING OF A PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT IN WHITE ON DARK BLUE BACKGROUND. THE SIGN SHALL NOT BE SMALLER THAN 70 SQUARE INCHES IN AREA AND, WHEN IN A PATH OF TRAVEL, SHALL BE POSTED AT A MINIMUM HEIGHT OF 80" FROM THE BOTTOM OF THE SIGN TO THE PARKING SPACE FINISHED GRADE. (FIGURE "A" BELOW) G. AN ADDITIONAL SIGN SHALL ALSO BE POSTED, IN A CONSPICUOUS PLACE, AT EACH ENTRANCE TO OFF-STREET PARKING FACILITIES, OR IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE. THE SIGN SHALL BE NOT LESS THAN 17" BY 22" IN SIZE WITH LETTERING NOT LESS THAN 1" IN HEIGHT. (FIGURE "B" BELOW. H. THE SURFACE OF EACH ACCESSIBLE PARKING SPACE OR STALL SHALL HAVE A SURFACE IDENTIFICATION DUPLICATING EITHER OF THE FOLLOWING SCHEMES: BY OUTLINING OR PAINTING THE STALL OR SPACE IN BLUE AND OUTLINING ON THE GROUND IN THE STALL OR SPACE IN WHITE OR SUITABLE CONTRASTING COLOR A PROFILE VIEW DEPICTING A WHEELCHAIR WITH OCCUPANT, OR BY OUTLINING A PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT IN WHITE ON BLUE BACKGROUND THE PROFILE VIEW SHALL BE LOCATED SO THAT IT IS VISIBLE TO A TRAFFIC ENFORCEMENT OFFICER WHEN A VEHICLE IS PROPERLY PARKED IN THE SPACE AND SHALL BE 36" HIGH BY 36" WIDE. 17" 17" 1/4" ALUMINUM SIGN UNAUTHORIZED VEHICLES PARKED IN DESIGNATED CA B ACCESSIBLE SPACES NOT DISPLAYING PROVIDE SIGN STATING: DISTINGUISHING PLACARDS "MINIMUM FINE $250" OR SPECIAL LICENSE PLATES INSTALLED BELOW THE ISSURED FOR PERSONS "ISA"SIGN N N WITH DISABILITIES N WILL BE TOWED AWAY AT 2" SQ. STEEL POST, C9 N THE OWNERS EXPENSE. FINISH PER SPECS. TOWED VEHICLES MAY BE RECLAIMED @ %ACCESSIBLE PARKING ONLY OR BY TELEPHONING O O 12" DIA. X 2' DEEP CONCRETE FOOTING TRUNCATED DOMES DETAIL DETECTABLE WARNINGS •9 CURB RAMPS - DETECTABLE WARNINGS AT CURB RAMPS SHALL EXTEND 36" IN 9 BASE DIA. THE DIRECTION OF TRAVEL AND SHALL EXTEND TO THE FULL WIDTH OF THE BASE DIA. RAMP RUN LESS 2" MAX EACH SIDE - 11 B-705.1.2.2. TRUNCATED DOMES WITH A 45" DIAMETER OF NOMINAL 0.9" AT THE BASE TAPERING TO 0.45" AT THE TOP, A _ .45" TOP DIA. HEIGHT OF NOMINAL 0.2 INCH AND A CENTER -TO -CENTER SPACING OF NOMINAL iv TOP DIA. 2,35' IN COMPLIANCE WITH FIGURE 11B-705.1 THE DETECTABLE WARNING SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES, EITHER LIGHT -ON -DARK OR = O DARK -ON -LIGHT. THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE. ONLY APPROVED DSA-AC DETECTABLE WARNING PRODUCTS AND DIRECTIONAL Q SURFACES SHALL BE INSTALLED AS PROVIDED IN CCR, TITLE 24, PART 1, M z ARTICLES 2,3 AND 4. TAPERED EDGES WHERE EXPOSED NO FOR ALL ZERO CURB FACE OR OTHER HAZARDOUS VEHICLE AREAS PER THE z 2016 CBC 11 B-247.1.2.5 - HAZARDOUS VEHICLE AREAS. IF A WALK CROSSES OR ADJOINS A VEHICULAR WAY, AND THE WALKING SURFACES ARE NOT SEPARATED BY CURBS, RAILINGS, OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN AREAS AND VEHICULAR AREAS, THE BOUNDARY BETWEEN THE AREAS SHALL BE DEFINED BY A CONTINUOUS DETECTABLE WARNING COMPLYING WITH SECTIONS 11B-705.1.1 AND 11B-705.1.2.5 2.35" NOMINAL DETECTABLE WARNINGS MUST COMPLY WITH SECTION 116705.1.1.3.1, THE DETECTABLE WARNINGS SHALL BE YELLOW CONFORMING TO FS 33538 OF FEDERALSTANDARD595C 10" MAX UNOBSTRUCTED SIDE REACH CLEAR SPACE BEYOND ARC OF DOOR SWING SEE NOTE 3 FLUSH ACTIVATOR ON OPEN SIDE PER 11B-604.6 CIRCULAR SPACE PER 11B-304.3.1 SEE NOTE 4 DOOR SWING SEE NOTE 3 30"x48" LAV CLEAR FLOOR SPACE 11B-305.3 T-4" MIN. NOTE 2 54" MIN. 24" MIN. 53" 48"MIN. II � A W.C. -�J ---L, E[LA:V TACTILE EXITING & R.R. ACCESSIBILITY SIGN DETAIL SIGN KEY SYM �X DESCRIPTION E1 TACTILE SIGN STATING "EXIT" 4" 5/8" TO 2 INCHES HIGH RAISDED 1/32" SANS SERF NON -GLARE HIGH CONTRAST. E2 TACTILE SIGN STATING "EXIT ROUTE" E1 EXIT N E3 INTERNATIONAL SYMBOL OF ACCESSIBILITY •• • • • • • ••• • • • • • • S1 WALL MOUNTED TACTILE SIGN STATING "UNISEX" UPPERCASE CHARACTERS S2 DOOR MOUNTED TACTILE SIGN STATING "UNISEX" x LETTERING RAISED 1/32" Q N BRAILLE NOTES: C.B.C. 11B-703.3 2016CBC EXIT 0 GRADE 2 DOTS = 1/10" ON CENTER IN EACH CELL W/ 2/10" °O SPACE BETWEEN CELLS MEASURED FROM THE SECOND ROUTE M COLUMN OF DOTS IN THE FIRST CELL TO THE FIRST E2 v COLUMN OF DOTS IN THE SECOND CELL. DOTS SHALL BE RASIED MIM. OF 1/40" ABOVE THE BACKGROUND. DOTS TO BE DOMED OR ROUNDED :� :' :• :: • •• • •• BRAILLE SHALL BE PLACED A MIN. OF 3/8" AND MAX. OF 1/2" DIRECTLY BELOW THE CHARACTERS 4" 1. SIGNS THAT IDENTIFY EXITS SHALL BE LOCATED ON THE APPROACH SIDE OF THE DOOR AS ONE EXITS THE ROOM OR SPACE. 2. TACTILE EXITING SIGNS SHALL COMPLY WITH 11B-703 (2016 C.B.C.) 3. MOUNTING HEIGHT OF SIGNS TO BE 60" A.F.F. SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH E3 SIDE, INCLUDING AT DOUBLE LEAF DOORS, SIGN SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLEY ON THE RIGHT. 4 SIGNS THAT IDENTIFY EXITS SHALL BE LOCATED ON THE APPROACH SIDE OF THE DOOR AS ONE EXITS THE ROOM OR SPACE. WALL MOUNTED SIGNAGE TO BE LOCATED ON LATCH SIDE OF DOOR CLEAR OF DOOR -SWING / APPROPERIATE SYMBOL. MOUNT AT 60" TO S1 CENTERLINE CORRESPONDING GRADE II BRAILLE •• • •__ _• I THE TRIANGLE SYMBOL SHALL CONTRAST WITH THE CIRCLE SYMBOL, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. THE CIRCLE SYMBOL SHALL CONTRAST WITH THE DOOR. CBC 11 B-703 (2016 CBC) TRIANGLE 1/4" THICK SUPERIMPOSED ON 12" DIAMETER CIRCLE WITH ACCESSIBILITY EMBLEM IPA A. ONE AT SIDE 42" LONG EXTENDING 24" IN FRONT OF WATER CLOSET; ONE AT REAR 36" LONG; BOTH MOUNTED 33" ABOVE FLOOR. B. BARS SHALL BE 1-1/4" TO 1-1/2" IN DIAMETER WITH 1-1/2" CLEARANCE TO WALL. C. BAR FASTENERS AND MOUNTING SUPPORT SHALL BE ABLE TO WITHSTAND A 250 LBS/FT POINT LOAD IN BENDING, SHEAR AND TENSION. HARDWARE ACCESSORY SCHEDULE O( SYMBOL A. MULTI -ROLL STAINLESS STEEL TOILET TISSUE DISPENSER: BOBRICK NO. B-2888,SURFACE MOUNTED, CAST ALUMINUM, SATIN FINISH. B GRAB BARS-: BOBRICK S-S SERIES, 36" LG. MIN. 1 1/4" - 1 1/2" DIA., SATIN FINISH, SURFACE MOUNTED. CONCEALED FLANGE. C GRAB BAR-: BOBRICK S-S SERIES, 42" LG. MIN. 1 1/4" - 1 1/2" DIA., SATIN FINISH, SURFACE MOUNTED, CONCEALED FLANGE D. 1/4" PLATE GLASS MIRROR, ANGLE CUT AS SHOWN, OMIT TILE IN ITS PLACE SER FLUSH, MASTIC TO WALL, SILICONE AROUND PERIMETER E. SEMI -RECESSED PAPER TOWEL DISPENSER & WASTE RECEPTACLE: BOBRICK NO. B-3944, 22GA. STAINLESS STEEL FINISH: SATIN STAINLESS STEEL, 12 GALLON WASTE CAPACITY. RECESS DEPTH REQUIRED: 4" SIZE: 17 3/16" X 56", CENTERED IN THE WALL. F. SURFACE MOUNTED SOAP DISPENSER: BOBRICK NO. B-2112, 20 GA. STAINLESS STEEL W/ SATIN FINISH, MOUNT W/ VALVE 6' TO RIGHT OR LEFT OF LAVATORY CENTER, PROVIDE 4" MIN. CLEARANCE FROM THE LID TO UNDERSIDE OF ANY HORIZONTAL PROJECTION. G. SANITARY PAPER TOILET SEAT COVERS: DISPENSER BOBRICK NO. B-221, 20GA. STAINLESS STEEL FINISH: SATIN STAINLESS STEEL, CAPACITY: 250 PAPER TOILET SEAT COVERS,MOUNTING HEIGHT: " A.F.F. TO TOP OF UNIT. H. SOLID SURFACE COUNTER TOP W/ 6" SPLASH, 6" SKIRT, INTRIGAL BOWL, GRANITE STYLE MATERIAL J. MEN'S SYMBOL TO BE INSTALLED ONTO FRONT SIDE OF DOOR K. WOMEN'S SYMBOL TO BE INSTALLED ONTO FRONT SIDE OF DOOR L. DOORS TO HAVE SELF CLOSING MECHANISMS M. MENS SIGNAGE TO BE INSTALLED ONTO WALL ADJACENT TO MENS RESTROOM ENTRANCE (TACTILE / BRAILLE) N. WOMENS SIGNAGE TO BE INSTALLED ONTO WALL ADJACENT TO WOMEN'S RESTROOM ENTRANCE (TACTILE / BRAILLE) DOOR OPENING TO BE 34" CLEAR & HAVE AN AUTOMATIC CLOSING DEVICE 11 B-304.4 DOORS SHALL BE DOOR IS PERMITED TO PERMITTED TO SWING INTO SWING OVER MANEUVERING TURNING SPACES SPACE INFRONT OF W.C. @ CROSS HATCHED AREA O w U) z = (D cco 0 iv of`O I g0„ - Om z M p r - - - - - W - - - - - N U C 6"Min. TOE I rj J CE Eo AT PARTITION / DIVIDERS co 30" N A 9"Min. HIGH I I �IEo z I 0 30 U v L I LAV. W C. URINA L�J I 60 36" MIN. NOTES: 60" 36" 36" 1. THE WATER CLOSET SHALL BE POSITIONED WITH A WALL OR PARTITION TO THE REAR 911 30"X48" CLEAR FLOOR SPACE FOR AND TO ONE SIDE. THE CENTER LINE OF THE WATER CLOSET SHALL BE 17"(INCHES) r - - - - - - WHEN URINALS ARE FORWARD APPROACH, SUCH CLEAR MIN. TO 18" INCHES MAX FROM THE SIDE WALL OR PARTITION. "T" SHAPED SPACE I I PROVIDED AT LEAST ONE FLOOR SPACE SHALL ADJOINT OR 2. 56" MIN AT WALL MOUNTED WATER CLOSETS & 59" MIN. AT FLOOR MOUNTED WATER 11 B-304.3.2 THE SPACE SHALL HAVE A 30"X48" CLEAR OVERLAP AN ACCESSIBLE RUTE AND CLOSETS co I I SHALL BE PERMITTED FLOOR SPACE FOR FORWARD SHALL EXTEND A MAX. OF 19" INTO KNEE 3. WHERE THE TOILET ROOM OR BATHING ROOM IS FOR INDIVIDUAL USE AND A CLEAR TO INCLUDE KNEE AND APPROACH 11B-305.3 AND TOE SPACE UNDERNEATH THE FLOOR SPACE COMPLYING WITH SECTION 11B-305.3 IS PROVIDED WITHIN THE ROOM I I TOE CLEARANCE PER LAVATORY. 11B-306 BEYOND THE ARC OF THE DOOR SWING. DOORS SHALL BE PERMITTED TO SWING INTO L r J 11 B-306 ONLY AT THE -I NOTES: THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR ANY FIXTURE. PER I END OF EITHER THE BASE 1. THE WATER CLOSET SHALL BE POSITIONED WITH A 11 B-603.2.3 (EXCEPTION 2) N I I OR ONE ARM WALL OR PARTITION TO THE REAR AND TO ONE SIDE. 4. 11 B-304.3.1 CIRCULAR SPACE THE TURNING SPACE SHALL BE A SPACE OF 60" MIN. THE L EACH ARM OF THE "T" THE CENTER LINE OF THE WATER CLOSET SHALL BE SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE COMPLYING - - - J SHALL BE CLEAR OF 17"(INCHES) MIN. TO 18" (INCHES) MAX FROM THE WITH SECTION 11 B-306 OBSTRUCTIONS 12" MIN. SIDE WALL OR PARTITION. IN EACH DIRECTION AND THE 2. 56" MIN AT WALL MOUNTED WATER CLOSETS & 59" 12" 36" 12" BASE SHALL BE CLEAR 24" MIN. AT FLOOR MOUNTED WATER CLOSETS SINGLE ACCOMMODATION TOILET (CBC 2016) MULTIPLE- ACCOMMODATION TOILET (CBC 2016) U U z In Z O v co N Z rn o Z O 0 J Q E �of"t 0 W N 0. a- ' 0 Z O o (D W co -0 _ U) u) X mQ wLL 0 W W r °' ♦ o U N z W o -0 W � <1 v 0 n O v CD V N _ ~ n _ U - - o 3 W W 3 (n� �w z 3 _ w p Ill = a C) d Q O (�nJ V z 0 LU 0 X J DATE FINISHED MARCH 2O17 THESE PLANS SHALL COMPLY WITH THE 2013 CALIFORNIA BUILDING CODE WHICH ADOPTTHE S CEC 2016 CGC 22016 CRG� AND THE'2016 ENERGY STANDARDS THESE DOCUMENTS AND THE DESIGN AND IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF A PROFESSIONAL SERVICE, ARE THE SOLE PROPERTY OF STEENO DESIGN STUDIO INC. ANY USE, IN WHOLE OR IN PART FOR WHICH THEY WERE NOT PROVIDED SHALL BE UNLAWFUL D ARC S R • `STD TF Z 0 �A * -26448 N9� �FN• 2 / 2$ ' F OF CA0F a pro u- O u') z� c� 0 Y Q coN 1.- 0 d 0= Z = Ora M N LU 0 0 J Q p m U r< U d z w�J p"o �LoQ d Lo J JOB NO. C15-160 SHEET NAME: ACCESSIBILITY NOTES & DETAILS I PAGE AC-1 OF SHTS. SHEAR PANEL SCHEDULE ALL SHEAR WALLS SHOWN ON THIS PLAN ARE FIRST STORY SHEAR WALLS. ( FROM FOUNDATION TO SECOND FLOOR) SHEAR WALL (SW) SCHEDULE- (NOTES 1-14) 1/2" STRUCT. 10d NAILING ANCHOR BOLT SILL MAX. MARK 1 PLY. HOLDOWN WASHER PLATE LOAD EDGE FIELD SIZE SPACING 17 HDU5 ONE SIDE 6" 12" W/ SSTB24 5/8" 0 48" O.C. BP5/8-3 2x SILL 340 Lbs/Ft HDU11 ONE SIDE 3" 12 W/ SSTB28 5/8"0 24" O.C. BP5/8-3 3x SILL 665 Lbs/Ft HDU19 BOTH SIDES 4" 12" W/ SSTB36 3/4"0 16" O.C. BP5/8-3 3x SILL 665 Lbs/Ft SHEAR WALL SCHD. NOTES: 1. ALL SHEAR WALL SHEATHING SHALL BE A.P.A. RATED PLYWOOD SHEATHING, STRUCTURAL I, EXPOSURE 1. 2. FIELD NAILING IS TO BE 10d @ 12" O.C. UNLESS NOTED OTHERWISE. 3. ALL PANEL EDGES SHALL BE SOLID BLOCKED WITH 2x FRAMING MEMBER, EXCEPT USE 2x MEMBER FOR NAIL SPACING OF 4: O.C. OR LESS. 4. ALL NAILS REFERRED TO SHALL BE COMMON. 5. HOLDOWNS ARE NOTED PER "SIMPSON" HOLDOWN ANCHOR. REFER TO TYPICAL DETAILS FOR END STUDS OR POSTS AND ADDITIONAL INFORMATION FOR INSTALLATION. 6. PROVIDE 1/8" GAP BETWEEN PLYWOOD EDGES. 7. PROVIDE 3/8" FROM CENTER LINE OF NAIL TO EDGE OF STUD, PLATE OR BLOCKING. 8. INDICATES APPROXIMATE LOCATION OF HOLDOWNS. PER HOLDOWN AT 1ST. FLOOR, SEE DETAILS: FOR HOLDOWNS IN 2ND. FLOOR SEE DETAILS: 9. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3-INCH NOMINAL AND NAILS SHALL BE STAGGERED WHERE NAILS ARE SPACED 4-INCH ON CENTER OR LESS. 10. WHERE PLYWOOD SHEATHING IS APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6" O.C., PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBER OR FRAMING SHALL BE CHANGED TO 3x FRAMING MEMBERS OR THICKER. 11. PRE -DRILLED HOLES ARE REQUIRED FOR LAG BOLTS. PROVIDE 3x BLOCKING AT WALL BELOW. 12. WHERE WALL OCCURS DIRECTLY BELOW, APPLY SILL CONNECTION TO BLOCKING OF WALL BELOW. WHERE TJI BLOCKING, STAGGER SILL CONNECTION AT OPPOSITE SIDES OF WEB. 13. 3x SILL PLATE REQUIRED FULL LENGTH OF SHEAR WALL. FOUNDATION NOTES A) REFER TO GENERAL STRUCTURAL NOTES (SHEET S-3) AND PROJECT SPECIFICATIONS BOOK FOR ADDITIONAL MATERIAL, QUALITY CONTROL AND WORKMANSHIP REQUIREMENTS. B) "C.J" INDICATES CONCRETE SLAB CRACK CONTROL JOIN. CONSTRUCTION JOINT SHALL BE PER DETAIL CONTRACTOR TO SUBMIT ANTICIPATED CONSTRUCTION JOIN LAYOUT TO STRUCTURAL ENGINEER FOR APPROVAL. C) ALL FOOTING ARE CENTERED UNDER COLUMN AND BEARING WALLS UNLESS NOTED OTHERWISE ON PLANS AND DETAILS. D) SEE ARCHITECTURAL PLANS FOR LOCATION OF ALL WALL OPENINGS, SLOPED AND DEPRESSED SLABS, CONCRETE CURBS, ADDITIONAL EMBEDDED ITEMS NOT SHOWN ON THESE DRAWINGS. VERIFY ALL BUILDING DIMENSIONS, SLOPED AND DEPRESSED SLAB DIMENSIONS WITH ARCHITECTURAL PLANS BEFORE BEGINNING WORK. REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR RESOLUTION. E) SEE SOIL REPORT, GENERAL STRUCTURAL NOTES AND SPECIFICATIONS FOR SPECIAL GRADING REQUIREMENTS UNDER FOOTINGS, BUILDING PAD PREPARATION AND SOIL COMPACTION REQUIREMENTS. F) COLUMNS ARE ONE SIZE FROM FOUNDATION TO ROOF UNLESS OTHERWISE NOTED ON PLANS. G) PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPARTMENT FOUNDATION INSPECTION OFFICIAL IN WRITING THAT: a) THE BUILDING PAD WAS PREPARED IN ACCORDANCE WITH THE SOILS REPORT; b) THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED AND COMPACTED AND; c) THE FOUNDATION EXCAVATION COMPLY WITH THE SOILS REPORT AND APPROVED PLAN. H) S INDICATES APPROX. NUMBER AND LOCATION OF 18" STEP IN BOTTOM OF FOOTING. 1) ALL DIMENSIONS SHOWN ARE TO EDGE OF CONCRETE SLAB, CENTER OF INTERIOR WALLS, OR CENTERLINE OF POST OR COLUMN. REFER TO ARCHITECTURAL PLANS FOR OTHER DIMENSIONS. J) PLACE (2) #4 x 5'-0" DIAGONAL BARS AT ALL RE-ENTRANT CORNERS OF SLAB POUR EXCEPT AT CRACK CONTROL JOINTS. K) ALL COLUMNS ARE CENMTERED ON THE GRID LINES UNLESS NOTED OTHERWISE. L) REFER TO CIVIL DRAWINGS FOR SIDEWALKS. I I 7'-4" CANTILEVER II IIII o tioGs s�l� IIII 3 IIII y� I IIII °G`sT�s IIII BM. #1 5.5"x18" G.L.B.— III IPA -------- ,s+ hoc, 1 6'+S III A Qs� I I III BM. #3 5.5"x21" G.L.B L — STRUCTURAL FRAMING PLAN SCALE: 1/4" = 1'-0" COLUMN BASE 4" ABV. F.F. TYP FTG. TO REMAIN INTACT 9" 2'_1 FOUNDATION PLAN SCALE: 1/4" = 1'-0" _L 7 20 SD-2 LINE OF ROOF LINE ABOVE IIIIII 7-4" CANTILEVER 11PL IIII II ��JaJ� II IIII 2 CDIIII II � p BM. #1 5.5"x18" G.L.B. IIII BM. #1 5.5"x18" G.L.B. A L=6'-0" — — — — — — — °� I CD 2 20 III L=5'-8" I IG SD-1 � - III IIII IIII SIMPSON HANGER IIII — BM. #4 5.5"x12" G.L.B. III III co co IIII o l l l I l l o IIII co of Of uj ABOVE EHT I I IIIIuj IIII mill I'Im Illla BM. #4 5.5"x12" G.L.B. II IIII SIMPSON EGQ5.5=SDS3 T IIII PROTECT ELECT HANGER @ EA. END WALL DURING IIII IIII CONSTRUCTION i IIII PORTION OF AN EXISTING STEEL BEAM TO BE REMOVED �'SG IIII SD-2 'SG IIII �6+6 p c`' ��Ac�� IIII c`' ��Ac�ti IIII ccc�A F F ---- --BM.#35_5"x21"G.L_B.—— ----------- ----- ----�I--------------- m — IIII , I, IIII ; I IIII IIII ' I' 22 PROPOSED 6"x6"x3/16" IIII SD-2 H.S.S POST BE FUR -OUT W/ 1-5/8" METAL STUDS AS REQ'D. \; ; PORTION OF AN EXISTING STEEL BEAM TO REMAIN FTG. REINF. W/(4) #5 BARS -I I EA. WAY @ BOTTOM. L — — J L=8'-2" 18'-0" HT. BALLOON FRAME WALL W/ 2x STUDS @ 16" O.C. TYP. BM. #6 5.5"x12" G.I 6+s Ols'� 6+� Os� 5 ------ BM. #75.5"x12"G _ _ _ _ _ ------------------ BM. # 55x21 G.L.B. IIII II 3'_0" CANTILEVER IIII II II IIII II II IIII 2 JL NOTE: GENERAL CONTRACTOR TO VERIFY EXISTING STEEL BM. PRIOR PLACING THE PROPOSED H.S.S. POST EX. CONC. PAD FTG. TO REMAIN INTACT Lj F F U U Z � Oz V M N _z 0)00 Z U 0 J Q E o_ ° W N v ♦ a Z co ° W cD U' _ x U) U) u m ¢ ° W w"- W F ♦ °' D o ♦ U) O ° W zWoLo � Q v o v _ � N � - o U 01- (�o 3 W W 3 (n� CLw 3 _ Z w O w = a Q O V W 0 x J DATE FINISHED MARCH 2O17 R E V I S I O N S THESE PLANS SHALL COMPLY WITH THE 2013 CALIFORNIA BUILDING CODE WHICH ADOPTS CEC THE 2016 CGC 22016 CRG' AND THE Z16 ENERGY STANDARDS THESE DOCUMENTS AND THE DESIGN AND IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF A PROFESSIONAL SERVICE, ARE THE SOLE PROPERTY OF STEENO DESIGN STUDIO INC. ANY USE, IN WHOLE OR IN PART FOR WHICH THEY WERE NOT PROVIDED SHALL BE UNLAWFUL D ARC ti/ V� S R. TF * -26448 N9� �FN• 2 / 2$ � ��0�� OF CAO co U a� pro w O 'n Z�� Oo Z {/ �/ U Y co / QCON OZ Lli _ O O 2 2 UI-d o 0- 0 w 0. ' O w LLIW co � LQ N W 0 a) oJa U om" w Q �a� U d Z ul O cy Q ^Cl- Lo LL JOB NO. C15-160 SHEET NAME: STRUCTURAL FRAMING & FOUNDATION PLANS PAGE S-1 OF SHTS. A A-3 ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" NOTES: FLOOR FRAMING A. REFER TO GENERAL STRUCTURAL NOTES (SHEET SO.1) AND PROJECT SPECIFICATION BOOK FOR ADDITIONAL MATERIAL, QUALITY CONTROL AND WORKMANSHIP REQUIREMENTS. B. SEE MECHANICAL DRAWINGS FOR LOCATIONS OF OPENINGS IN FLOOR FOR DUCTS, ETC. C. UNLESS SPECIFICALLY NOTED ON THE PLANS, FRAMING SHALL NOT BE CUT OR RELOCATED WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. CONTRACTOR SHALL OBTAIN APPROVAL OF PREFABRICATED WOOD TRUSS DRAWINGS FROM BOTH MECHANICAL AND STRUCTURAL ENGINEERS PRIOR TO ERECTION OF FRAMING. D. REFER TO ARCHITECTURAL SECTIONS, DETAILS AND OTHER DRAWINGS FOR BOTTOM OF DECK ELEVA TIONS. E. TJI FLOOR JOISTS LIVE LOAD DEFLECTION SHALL BE LIMITED TO L/480. F. PROVIDE 2—ROWS OF BOUNDARY NAILING TO ALL MEMBERS DESIGNED AS STRUT & AT INTERIOR SHEAR WALLS. MECHANICAL UNIT 750 Ibs MAX— INDICATES MAX WEIGHT. CONTRACTOR TO NOTIFY STRUCTURAL ENGINEER IF LOCATION OR WEIGHT OF RTU IS DIFFERENT THAN SHOWN ON PLAN FOR APPROVAL PRIOR TO INSTALLATION. KEY NOTES: O PREFAB ROOF TRUSSES @ 24" 0. C. O 2x6 JOIST @ 16" O.C. 3O SIMP. 'CMST14' 40" MIN. ON WALL. 40" ON DRAG STRUT O 16" TJI J60 @ 24" O. C. 5O 3—PLY PREFAB WOOD GIRDER TRUSS 6O 6X6 WOOD POST, SEE SHEET S1.1 UU' Z L0 O z v M N z rn M zQt U rn 0 Q Q - E 0 W N U z U) 0 0 w 'D U = x c m Q c W WLL LLI 0 0 � o -0 WzWoLo 0 •^, O V D d• N ~ a cl - o U o w W 3 (f)� a-w V, — z w C) w 2 a Q� z CD Q) Lu 0 X J DATE FINISHED MARCH 2O17 R E V I S I O N S THESE PLANS SHALL COMPLY WITH THE 2013 CALIFORNIA BUILDING CODE WHICH ADOPTTHE S CEC 2016 CGC 2016 CRC AND THE 2016 ENERGY STANDARDS THESE DOCUMENTS AND THE DESIGN AND IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF A PROFESSIONAL SERVICE, ARE THE SOLE PROPERTY OF STEENO DESIGN STUDIO INC. ANY USE, IN WHOLE OR IN PART FOR WHICH THEY WERE NOT PROVIDED SHALL BE UNLAWFUL SEC ARC/ G� S R'ST�C•'xF O * -26448 1A F OF CA0 W J U a� pro C7 0 U Y o Z Q m N O Zo� zw� _ O U 2 S U � a r ' O I— wA' ry LLIW co � � U N W 6 O, O U C)om w Q C)¢� U a Z ' ^ w L 0 0 V Occ� Lo JOB NO. C15-160 SHEET NAME: STRUCTURAL ROOF FRAMING PAGE S-2 OF SHTS. 6-1/2" WD. CURB 6" WD. CURB L L ii 2x6 STUDS WALL 16" O.C. 2x STUDS WALL 16" O.C.n W/ R-19 INSULATION TYP. SHEAR PANEL PER SCHD. SEE SHEET SD-2 2x6 TREATED SILL PLATE MASONRY REINF. CLIPS @ 18" O.C. @ ALL DIRECTIONS 5/8" ANCHOR BOLT TYP. U.N.O. HOR. REINF. W/(1) #4 BAR 12" O.C. STACKED STONE SEE SHEAR SCHD. SHEET SD-2 ( ) LATH & MORTAR LAYER VER. REINF. W/(1) #4 BAR I 5/8" THK. GYP. BIRD. z @ 12" O.C. TYP. I z 24" LG. REBARS W/ 6" EMBED. z EXPANSION MATERIAL p INTO CONC. FTG. @ 24" O.C. 4" NOM. THK. CONC. SLAB @ ALL EXTERIOR FTG. 4" NOM. THK. CONC. SLAB N I REINF. W/(1) #3 BAR @ 18" LINE OF FINISH FLOOR b O.C. EA. WAY TYP. - -x-v • ,� 00 •� • 2" THK. OF SAND OVER 10 MIL. VISQUEEN OVER ` 2" OF 3/4" GRAVEL • I 15"WD. x 18" DP. CONC. FTG. REINF. W/(2) #4 TOP & BOTTOM L V-3" LOBBY COLUMN FTG. AS SURFACE PERMITS CLEAN CUT. & BEFORE RANDOM CRACKS CAN FORM (WITHIN 4 HRS MAX) DEPTH OF JOINT IS TO BE 25% OF SLAB THICKNESS ° d a • ° d ° WHERE REQ'D SEE FDN. PLAN SLAB REINF. PER SHEET S-1 1/2" DIA SMOOTH DOWEL @ 24" O.C., 3' LONG GREASE EXPOSED END PRIOR PRIOR TO PLACING NEXT ° SLAB SAND & VAPOR BARRIER WHERE REQ'D EXTERIOR INTERIOR 4" NOM. THK. CONC. SLAB SLOPES DOWN REINF. W/(1) #3 BAR @ 18" 1.5% MAX. O.C. EA. WAY TYP. J 1 • EXPANSION MATERIAL @ ALL EXTERIOR FTG. 15"WD. x 18" DP. CONC. FTG. REINF. W/(2) #4 TOP & BOTTOM • x----�---� ----- 7 • 2" THK. OF SAND OVER 10 MIL. VISQUEEN OVER 2' OF 3/4" GRAVEL V-3" 2x6 STUDS WALL Ccr 1 W/ R-19 INSULATION SLOPES DOWN 1.5% MAX. EXPANSION MATERIAL @ ALL EXTERIOR FTG. 15"WD. x 18" DP. CONC FTG. REINF. W/(2) #4 TOP & BOTTOM SCALE: 1 TYP. EXTERIOR FTG. @ DOORS SCALE: 112 TYP. EXTERIOR FTG. " = 1'-0" " = 1'-0" SAWCUT CONTRACTION 1 800 HOOK 900 HOOK JOINT (1/8" WD.) R=8 DIA CONC. SLAB WITH WWM 12 DIA OR REBAR PER PLAN OR 6"MIN R R=3 DIA FOR #3 TO #7 00 R=4 DIA FOR #8 TO #11 d R=3 DIA FOR #3 TO #7 Q° d d � 6"�IA OR 4"MIN R=4 DIA FOR #8 TO #11 U) w z STANDARD HOOKS & BENDS MINIMUM BAR LAPS FOR REINFORCING STEEL CONCRETE STRENGTH: 2500 PSI OR LESS (STAGGER SPLICES) SIZE LAP LENGTH SIZE LAP LENGTH SIZE LAP LENGTH #3 16" #6 36" #9 80" #4 24" #7 48" #10 1011, #5 28" #8 63" #11 124" v MINIMUM BAR SPACING (INCLUDING LAPS): 1.5" CLR OR 1.5 x BAR DIAMETER CONTROL JOINT COLUMN BAR OFFSET BENT BARS 1 S 1 G m 5 x LAP EQUAL 50 /o LAP LEN TH REQUIRED 6 2 MIN FOR STEP FTGS 1 MAX CONCRETE COVER FOR REINFORCING STEEL 'CLR' 1 MAX FORMED JOINT SPRAY 2 45° CAST AGAINST EARTH OR GRADE 3" LAYERS OF BOND BREAKER MAX EXPOSED TO EARTH (FORMED) OR WEATHER FOR BMS & SLABS UNO #5 & SMALLER 1.5" ° ° STIRRUPS & TIES SPLICE #6&LARGER 2" °% 07 6 DIA OR 4"MIN NOT EXPOSED TO EARTH OR WEATHER 1" U) Lu ° z LAP SLABS -FROM TOP OF CONC 2" U 45° NOTE: 2x6 STUDS WALL (cry 1 W/ R-19 INSULATION SEE SHEET S-1 SEE SHEET S-1 7/8" THK. STUCCO 4" NOM. THK. CONC. SLAB I 4" NOM. THK. CONC. SLAB REINF. W/(1) #3 BAR @ 18" REINF. W/(1) #3 BAR @ 18" O.C. EA. WAY TYP. O.C. EA. WAY TYP. 11, z - -><- - -- - z �1 x- V - - -x- - x__ - o WEEP SCREED ° ' ° • ;t ab ° 77 D- - - - - - 2" THK. OF SAND OVER ts ° 2" THK. OF SAND OVER ° 10 MIL. VISQUEEN OVER `V - 10 MIL. VISQUEEN OVER D 2" OF 3/4" GRAVEL EXPANSION MATERIAL • [) • 2" OF 3/4" GRAVEL @ ALL EXTERIOR FTG 1'-3" SEE SHEET \ WEEP SCREEE D 4" NOM. THK. CONC. SLAB EXPANSION MATERIAL / ' •�, ° @ ALL EXTERIOR FTG. o • 24"WD. x 24" DP. CONC. D D N FTG. REINF. W/(3 ) #4 15"WD. x 18" DP. CONC. TOP &BOTTOM EA WAY p FTG. REINF. W/(2) #4 L D ° ° TOP & BOTTOM • • EX. PORTION OF CONC. I, 2' 0" FTG. TO BE REMOVED 01 @ DASHED LINE SCALE: 3 TYP. EXTERIOR FTG. @ LANDSCAPE SCALE: 1" 1'-0" 1" = 1'-0" 4 NEW -TO -EXISTING CONC. FTG. = 2 1/2" X 11/64"0 W/ 3/8"0 HEAD POWER DRIVEN FASTENER SHOT THRU 14 GA. X 1 7/16" O WASHER @ 24" O.C. 2x STUDS @ 16" O.C. (RAMSET 3337 ICC ER-4285) 4" NOM THK. CONC. SLAB w/ (1) #3 BAR @ 18" O.C. 2x TREATED SILL PLATE 8" ABV. GIRD. MIN. TYP. _x_ _x_ ----x-- --- g 2 CONTINUOUS BARS MAY BE BENT TO REPLACE BARS W/ 2" THK. LAYER OF SAND / ALL REINFORCING BARS SHALL EXTEND AS FAR AS POSSIBLE AND STD HOOK OR LAPPED BARS. 3' 0" Q END IN A STANDARD 90° or 180° HOOK UNLESS DETAILED OTHERWISE OVER 10 MIL. VISQUEEN i u OVER 2" THK,. LAYER OF WIRE TOGETHER 3/4" GRAVEL 3" OVERFLOW W/ TO REMAIN PROPOSED 2x6 STUDS WALL @ 16" O.C. TYP. FTG. TO REMAIN SCALE: I 5 I 1 " = V-0" DECORATIVE DOWNSPOUT NOZZLE 3" CAST IRON ROOF DRAIN, PAINT TO MATCH STUCCO COLOR PROVIDE 2" MIN. COVERAGE ABOVE PIPE AND THRU CURB / CONSTRUCTION JOINT BEND AROUND PIN @ EACH END (2(11 MIN) UP TO #4 BARS CONTROL CONSTRUCTION JOINTS SCALE: SCALE:NONE 6 TYPICAL STANDARD REBAR HOOKS NONE 7 STANDARD REBAR SPLICE'G & COVER SCALE: SCALE: NONE 8 REINF AT JOINT & CORNER NONE 9 NON -BEARING STUD WALL CONNECTION SCALE: 10 ROOF DRAIN DOWNSPOUT DETAIL 1 1.SCALE: 11 SIMPSON HDU TABLE V-2" CONC. CURB 10'-0" IF PIPE DEPTH /S FIXED, ANCHOR SDS MIN. WOOD LOWER FTG, AS GROUND PLYWOOD SHEAR MODEL NO. PROVIDE SHEARWALL EDGE , , , , NECESSARY TO LINE WALL OR WD. STUD DIA. SCREWS MEMBER NAILING INTO HOLDOWN STUDS / POST & SILL PLATE STUD OR POST PER PLAN HDU5 5/8" (14) SDS a"x 21 3" (2-2x) HDU11 7/8" (30) SDS -1"x 2Z" 5 1/2"(6x6 POST) HD19 1-1/4" (5) 1" BOLTS 5-1/2"(6x6 POST) (2 - 2x STUDS MIN.) CONCRETE FOUNDATION PER PLAN SIMPSON SSTB TABLE SECTION MODEL NO. DIA. LENGTH MIN. EMBED. (le) SSTB16 5/8" 19 5/8" 12 5/8" SSTB24 5/8" 25 7/8" 20 5/8" SSTB28 7/8" 29 7/8" 24 7/8" SST 36 7/8" 36 7/8" 28 7/8" CONTROL CONSTRUCTION JOINTS WOOD POST - REF. TO PLAN. CONC. SLAB IL 11' MIN. 12, 8 WALL SHEATHING PER PLAN ' SIMPSON "HDU" HOLDOWN ' PER PLAN WITH "SDS" SCREWS PER TABLE CAP TO BE PAINTED simpTO MATCH STUCCO COL. BAASESE RIBBED SCREW W/ COL. SEALANT O-RING CONC. SLAB BALLOON FRAME WALL W/ 2x6 STUDS @ 16" O.C. f A VA • ♦ • • • • Nx .14 CONC. PAD FTG. • ♦ • • ♦ • i 4 SEE PLAN SEE PLAN �-3" CLR. �IGGREGATE BASE CLR. COURSE (A.B.C.) TYP. INTERIOR FOOTING @POST 8 . . . . . . . . . . . . . . . . 11 4 \ I X / X 5 2 \, 9 X d a (4) 3/8"x4" LAG SCREWS @ 16" O.C. TYP. (2 - 2x STUDS MIN.) TRIMMER STUD AS REQUIRED SIMPSON SSTB BOLT PER PLAN, SEE TABLE FOR SPEC'S I I � 2x TREATED SILL PLATE as I I a I a I III 4 FOUNDATION CORNER OR STEMWALL EDGE 4 llll d 4 5" MIN. 4 Q <I d it 01 1'-6" SL( NONE 12 DOUBLE FRM'D WALLS FTG. / 26 GA. GALV. FLASHING & COUNTER FLASHING MECHANICAL FASTENER & HD @ 12" O.C. MAX. 1/2" THK. ROOF SHTNG. NAILED W/ 8d @ 6" O.C. ON FIELD AND 6d @ 12" O.C. ON EDGES -A.P.A. a. RATED W/ (1) 5/8" LAYER OF DENSDECK OVER a (V PROVIDE R-38 INSULATION 16" RED-i JOIST 24" O.C. TYP. 8" SQ. x 1/2" THK. FILLER EA. SIDE SIMPSON JB212 HANGER EA. JST. 1-3/4"x16" RED -LAM LVL. LEDGER SCALE: 16 LEDGER & COPING CAP DETAIL SCALE: 17 METAL CANOPY 1" = 1'-0" 1" = 1'-0" �iresto�ne �iresto�ne USE APPROPRIATE TS NOBODY COVERS YOU BETTER.- TERMINATION DETAIL NOBODY COVERS YOU BETTER:"" www.firestonebpco.com www.firestonebpco.com WELDED SPLICE (SEE NOTE #4) ° • MEET 7H ENT NOTES WALL, REF. TO PLAN. REQU �iI- MIN I I TRENCH I 0� I I 2�BACKFILL PER I I \ I SPECIFICA77ONS 1 ' I I 1-1/2 I I DENSITY X 1'-6' MIN I PIPE TRENCHES PARALLEL TO FOOTINGS ARE NO I I NOTES: PERMITTED BELOW THESE LINES, UNLESS APPROVED QO BY 7HE S7RUC7URAL ENGINEER. 1. FOR PIPES MORE THAN 3'-0' 1. PROVIDE ANCHORS, ANCHOR BOLTS y AND HEADED STUDS PER THIS SCHEDULE UNLESS N07ED ON PLANS OR DETAILS. 2. SCHEDULE APPLIES TO ANCHORS CONTINUOUS P.T.D.F. IN CONCRETE AND MASONRY. SILL PLATE 3. THICKNESS OF DRIPACK DOES NOT APPLY TOWARDS EMBEDMENT. CONCRETE SLAB14x 'L' .SHAPE (30' EMBED. IN SLAB) REF. TO PLAN ® 24 O.C. LL�.7ERNA7E S/DECONCRETE SLAB /REF. TO PLAN E.N. i • A- • • Y ♦ - ♦ , 4 BELOW BOTT. OF FIG. • • PIPE &TRENCHES PARALLEL TO FOOTINGS PER SPECIFICARONSL PLA7S ANGLE PLATE, ANGLE • NO SCALE 2. TRENCHES &PIPES CAHNNEL, ETC. FACE OF CONCRETE CAHNNEL, ETC. •°• • • NO PIPE /��////�� 4 ��/�/�� BELOWOLUMN S. ( Ro ��/�� . \/��/��\�� AGGREGATE BASE SHALL PASS ALL PIPE SLEEVES NOTE 3) OR MASONRY (NOTE 3) 7HR7 THIS ARE TO THAN 2' I � °. • \� COURSE (A.B.C.) POR110N a LARGER THAN THE • OF FTG. PIPE 4 . . • • N 4 ♦ \� f 4 4 CONTINUOUS CONC. f5 BAR , • .4 � � • . • / / ® EA. ; • 4 ♦ STANDARD \�\�� 01��R�, FOOTING ,FOR PLACE CONS FILL c� • �� \ W , AND REINF, BOTT. BAR, L • • HOOK OR / / ♦ �� AROUND SLEEVES c LAP 320 • ♦ � / / REFER TO SCHED. BEFORE CAS7ING • 3/16 BOLT HEAD S. �� a ♦. FOING, 2 ♦ • ` -TYPICAL \. • SAME WIDTH / AS F007ING BY �D� ° k . •IP PE 7RENCH �j�- - g F007NGS SHALL BE • : ' ANCHOR ANCHOR BOLT HEADED STUD4- MAKE3' CLR. (-MIN. SLEEVE DIA. �o l ° SO T HAT CO` C. FILL `D ? �!'- DOES NOT W SEE FXCFFI) 3'-0' PLAN 1 V-0 112.5 PIPE & TRENCHES DETAIL NONE 113 TYP. CAST -IN -PLACE ANCHOR BOLT NONE 14 TYP. INTERIOR FOOTING SCALE: 115 EXISTING CONC. SLAB #4 DOWELS TO EXTEND 6" INTO EXIST. SLAB @ 24" ON CENTER & SHALL EMBED 20" INTO NEW FTG EPDXY FILL W/ S.E.T. 22 NATIVE SOIL NEW CONC. SLAB , LINE OF SAW CUT PROVIDE EXPANSION JOINT AND COMPOUND ALONG THE ENTIRE LENGTH OF THE SAW CUT MODIFICATION x - x w U O U (1)#4TOP &BOT UNDERMINED 4" L I, 12" WIDE L AREA BELOW EXISTING SLAB CONTINUOUS CONC. FTG. SCALE: Q 18 EXISTING TO NEW CONC. SLAB �iresto�ne NOBODY COVERS YOU BETTER.- USE APPROPRIATE www.firestonebpco.com TERMINATION DETAIL ULTRAPLY TPO 19" CURB FLASHING OR MEMBRANE USE APPROPRIATE ANCHOR D/AMEIER VERT BOLT EMBEDMENT LENGTH HORIZ BOLT EMBEDMENT LENGTH HEADED STUD FILLET WELD SIZE, 'S' 1/2' 7' 4' 1/4' 5/8' 7' 4' 5/16' 3/4' 7' 5' 5/16' 7/8' 8' 6' 5/16' 1' 9' 7' 3/8' 1 1/8' 10' 8' --- 1 1/4' 11' 9' --- SIMPSON CC SIMPSON ECC POST TO BEAM ASSEMBLY SCALE: 19 POST TO BEAM ASSEMBLY �iresto�ne NOBODY COVERS YOU BETTER:"" www.firestonebpco.com SPACED PER SHEAR WALL SCHEDULE SHEAR WALL CALCULATIONS AT TOP & BOT. OF OPENING NOTE: USE 3x STUDS @ ADJOINING PANEL EDGES WHEN 3x SOLID BLK'G REQUIRED PER SHEAR AT TOP & BOT. SCHEDULE OF OPENINGS FIELD NAILING PER SCHEDULE DBL. 2x SILL PLATE A L ® N ® IDT 2x STUDS / \ \ \ / / @ 16" O.C. DBL. STUD OR POST SEE \ STRUCTURAL PLAN (2) SIMPSON CCOB / EDGE NAILING \ APA RATED SHEAR PANELS PER SCHEDULE / PER SHEAR SCHEDULE / \ HOLDOWNS PER SHEAR / WALL CALCULATIONS r r r � L L , 2x OR 3x TREATED SILL PLATE W SEE STRUCTURAL PLAN WALL PIER ANCHOR BOLTS SPACED PER WIDTH SHEAR PANEL SCHEDULE TOTAL WIDTH OF PANEL SCALE: 20 WALL PIER CONSTRUCTION SCALE: 21 NONE 1/4" = 1'-0' Tttv�tec" 1 CURRENT REFER OIF INFORMATION. WEBSITE FOR MOST NOBODY COVERS YOU BETTER.- www.firestonebpco.com CUT EDGE SEALANT (SEE NOTI 1 DBL. STUDS OR POST FOR ULTRAPLY PRE -MOLDED ULTRAPLY TPO BONDING ADHESIVE BASE TIE-IN DETAIL HOLDOWNS PER PLAN TPO INSIDE/OUTSIDE 2" 5 cm MIN. HAND WELD AT JOINING 2"(51m )MIN. 2"(51-)MIN. CORNER WELDED IN LAP OF CURB FLASHING (TYP.) O SIMPSON HOLDOWN PER PLAN PLACE (SEE NOTE #3) HD OR HD PLUS FIRESTONE FASTENER AND HD @ 12" O.C. MAX. SEAM PLATE ^ (I OANCHOR BOLTS, SEE SHEAR PANEL POSITIONED WELDED SPLICE SEE NOTE #2 SCHEDULE FOR SIZE AND SPACING 1/2" BEYOND 1y21'J J `l O EDGE NAILING PER SHEAR 4 \ ' WALL/CURB I J 1/2" MIN. FIRESTONE HD FASTENER AND PANEL SCHEDULE , J J `� , < HD or HD PLUS SEAM PLATE O DOUBLE TOP PLATE OR BEAM � � ` + i 1" RESISTA ULTRAPLY TPO<<<`` + < MEMBRANE © USE BLOCKING @ ALL STAGGERED ` l J J ULTRAPLY TPO �+ ��`` '' VERTICAL T-JOINT COVER - TYP. �+ ++��` SHEAR PANEL JOINTS J BONDING ADHESIVE (SEE NOTE #6) ULTRAPLY TPOCUSTOM OSIMPSON R PER SHEAR PANEL J J 5/8" THK. ROOF SHEATHING CURB FLASHING CUT EDGE SEALANT SEE NOTE #5 SLOP SCHEULE, SEE DETAIL E USE APPROPRIATE ULTRAPLY TPO 18" CURB BASE TIE-IN DETAIL FLASHING OR MEMBRANE ULTRAPLY TPO FIELD T-JOINT COVER -TYP. ® TRUSSES OR RAFTERS PER PLAN HEAT WELDED TO ULTRA- MEMBRANE PLY TPO FIELD SHEET O FOUNDATION PER PLAN ULTRAPLY TPO MEMBRANE 1. REFER TO FIRESTONE WEBSITE FOR MOST CURRENT INFORMATION. ULTRAPLY PRE -MOLDED TPO (SEE NOTE #2 & #4) INSIDE/OUTSIDE CORNER WELDED 1. REFER TO FIRESTONE WEBSITE FOR MOST CURRENT INFORMATION. r cslmm)Mw. 2. REFER TO DETAIL UT-LS 1 OR UT-LS 2 FOR WELD WIDTH. ULTRAPLY TPO 2. ULTRAPLY TPO CUSTOM CURB FLASHING COMES IN CUSTOM SIZES TO FIT SPECIFIC CURB SIZES. 3. MAXIMUM 6" (152 mm) LONG FASTENERS (NOTE: WOOD BLOCKING MAY BE SUBSTITUTED FOR INSULATION TO IN PLACE (SEE NOTE #3) MEMBRANE (FIELD 3. REFER TO DETAIL UT-LS-2 FOR WELD. 10 TREATED SILL PLATE REDUCE FASTENER LENGTH REQUIREMENTS). SHEET). 4. BONDING ADHESIVE IS REQUIRED BETWEEN CURB AND ULTRAPLY TPO CUSTOM CURB FLASHING IN FULLY Z 1. REFER TO FIRESTONE WEBSITE FOR MOST CURRENT INFORMATION. 4. IN CASE OF OBSTRUCTION REFER TO 1. REFER TO FIRESTONE WEBSITE FOR MOST CURRENT INFORMATION. ADHERED SYSTEMS WHEN THE MEMBRANE CAN NOT BE ATTACHED "UP & OVER" THE CURB, OR CURBS WHICH 00 - � 2. REFER TO UT-LS-1 OR UT-LS-2 FOR WELD WIDTH. DETAIL UT-BT-5. 2. REFER TO UT-LS-1 OR UT-LS-2 FOR WELD WIDTH. ARE GREATER THAN 12" (300 mm.) IN HEIGHT. WHEN POLYESTER REINFORCEMENT OF TPO FINISH GRADE 3. ULTRAPLY TPO FLASHING (UNSUPPORTED) MAY BE USED IN LIEU OF PRE -MOLDED ULTRAPLY TPO 5. REFER TO UT-BT-16 & UT-BT-17 FOR MEMBRANE SECUREMENT AT CORNERS. 3. ULTRAPLY TPO FLASHING (UNSUPPORTED) MAY BE USED IN LIEU OF PRE -MOLDED ULTRAPLY TPO 5. CUT EDGE SEALANT SHALL BE APPLIED TO ANY EDGES WHERE SCRIM REINFORCEMENT IS EXPOSED PER DETAIL UT-LS-14. IS EXPOSED, APPLY CUT EDGE TREATMENT TO ° , d INSIDE/OUTSIDE CORNER FORA MAXIMUM WARRANTY OF 15 YEARS. 6. BONDING ADHESIVE REQUIRED BETWEEN MEMBRANE AND INSULATION FOR FULLY ADHERED SYSTEMS. INSIDE/OUTSIDE CORNER FOR A MAXIMUM WARRANTY OF 15 YEARS. 6. VERTICAL T-JOINT COVERS REQUIRED AT ALL VERTICAL TRANSITIONS ON NON -FACTORY WELDS. ENTIRE EXPOSED EDGE. REFER TO UT-LS-14. ° ° ° 4. WHEN REINFORCEMENT OF TPO MEMBRANE IS EXPOSED, REFER TO UT-LS-14 FOR CUT EDGE SEALANT 7. WHEN REINFORCEMENT OF TPO MEMBRANE IS EXPOSED, REFER TO UT-LS-14 FOR CUT EDGE SEALANT 4. WHEN REINFORCEMENT OF TPO MEMBRANE IS EXPOSED, REFER TO UT-LS-14 FOR CUT EDGE SEALANT 7. FIELD T-JOINT COVERS ARE REQUIRED AT EACH T-JOINT WHERE THE FLASHING MEETS THE TPO FIELD �J APPLICATION. APPLICATION. APPLICATION. MEMBRANE. FIELD T-JOINT COVERS ARE NOT REQUIRED WHEN 45 MIL. CURB FLASHINGS ARE USED. TYP. SHEAR TRANSFER WALL SCALE: 22 INNER CORNER SPLICE SCALE: 23 BASE TIE-IN W/ SEAM PLATE SCALE: 24 OUTER CORNER SPLICE SCALE: 25 CUSTOM CURB TPO FLASHING SCALE: 26 LAP SPLICE WITH 2" HAND WELD SCALE: 27 1/2" = V-0' NONE NONE NONE NONE NONE U U Z LO Z O v co 04 o Z U 0 J - E Off't o w N U 0 Z (n o (D w cD _c' _ U)U) x m¢ , W LU F w"- °' ♦ Z cn U o a) zw o oLO -p W � Q v n O v a' � V � N _ U - o 0 3 W w 3 (n� U)w z 3 _ w p w 2 a Q 0 r V W 0 X J DATE FINISHED MARCH 2O17 THESE PLANS SHALL COMPLY WITH THE 2013 CALIFORNIA BUILDING CODE WHICH ADOPTS THE CEC 2016 CIVIC 22016 CRC AND THECZ16 ENERGY STANDARDS THESE DOCUMENTS AND THE DESIGN AND IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF A PROFESSIONAL SERVICE, ARE THE SOLE PROPERTY OF STEENO DESIGN STUDIO INC. ANY USE, IN WHOLE OR IN PART FOR WHICH THEY WERE NOT PROVIDED SHALL BE UNLAWFUL D ARC ti/ V�' S R ' ST TF * -26448 N9> tFN 2 / 2$ 1\ OF �0�� F CA`�F Z 0 Q 0 U) w U LIJ a 6Zo w U 'n z11f� O(0 Uy cO Q m N � � v Zw OUI=-a JOB NO. C15-160 SHEET NAME: STRUCTURAL DETAILS PAGE SD-1 OF SHTS. 2x6 BLKN'G. W/ RBC CLIPS @ 24" SIMPSON MST48 STRAP TRUSSES PER @ EA. SIDE OF BEAM MFGR. SPEC. USE EVERY OTHER NAIL HOLE CUT NAIL SPLICE 1 4 DIAPHRAGM @ EVERY SPLICE IN A ROW TO PROVIDE THE LENGTH BOUNDARY CONTINUOUS PANEL JOIN CODE -REQUIRED MINIMUM END - -- - 1 - -- - _ CENTER -TO -CENTER SPACING LENGTH \ _- FOR NAILS ---r- r 5.5"x18 G.L.B. 4'x8' PLYWOOD PANEL II II II II II II II II I 20 8 RBC CLIPS EA. PANEL STEEL STRAP SPLICE EQUAL EQUAL j SD-2 12 I I I I I I I I I SIMPSON PC6Z COLUMN CAP I I I I I I I I I CLEAR SD-2 I I I I I I I I I I I I I I I I I I SPAN II II II II II II II II I FLOOR FRAMING PER PLAN BEAMS PER PLAN MAX NAIL SPACING (a) II II II II 6x6 POST II II II II I SHEAR PANEL CONST. 2 3 5 2 �a + + ++ ++ BOUNDARY DIAPHRAGM BOUNDARY DIAPHRAGM PER SHEETS 1 22 + + & IS SD-1 I II II II II II II II II I + + + + 6" O.C. / I I I I I I I I I I I I I I I I I I END O MIN. # OF SINKERS AT 4" O LOCATE STUD UNDER O SIMPSON STRAP PER PLANS & PROVIDE MINIMUM 7.� LENGTH O.C. UNLESS NOTED SPLICE THE TABLE BELOW + + II II II II II II II II II II II II I II II II II I END DISTANCE g OTHERWISE PER TABLE OTRAP 4 # OF NAILS SPECIFIED NOTE: + + + + POST PER PLAN + + \ II II II II II II II II I EQUAL NUMBER OF SPECIFIED NAILS IN BETWEEN THE PLANS AND NAILS ORLICING FULLY 0d COMMON NAILS KER 2O TYPICAL STUDS @ 16' O.C. POINTS + + + + THIS PANEL EDGE IS NOT SUPPORTED BY BLOCKING 17 SD-2 I II II II II II II II II I EACH END SIMPSON COILED STRONG -TIE CS STRAP ON PER TABLE BELOW NAILS SHALL BE AT LEAST 2" APAR CCQ66SDS2.5 ECCQ66SDS2.5 AND O KNOW AS UNBLOCKED EDGE L II II II II II II II II I II II II I I II II II NAILING TO INTERMEDIATE FLOOR / ROOF JOIST OR ROOF STRAP FASTENERS END LENGTH TENSION LOAD MIN. STUD SCHEDULE (' 1 C2 C3 C4 C" �j C" C7 L _J FRAMING MEMBERS IS KNOWN TRUSSES, SEE PLAN "FIELD" SIMPSON CBS66 COLUMN BASE STEM WALL PER PER DETAIL `-� ,�j AS NAILING. MAX SPACING IS 12" O.C. ° d CS16 22 - 8d 13" 1,705# (1) - 2x L / , L41 i (12) 3/4"0 ° ° • STR. SPEC. CS14 30 - 8d 16" 2,490# (1) - 2x # OF 16d SINKERS 18 28 38 48 ---- ---- BOLTS • INSTALL (16) 1/4"x2-1/2" STRONG -DRIVE SIDS HEAVY-DUTY CONNECTOR SCREWS @ BEAM. NOTE: CMSTC16 50 - 16d SINKER 20" 4,585# (2) - 2x °de • ° • INSTALL (14) 1/4"x2-1/2" STRONG -DRIVE SIDS HEAVY-DUTY CONNECTOR SCREWS @ POST. SEE ROOF PLAN FOR MIN. PLATE LAP 4 FT. 4 FT. 8 FT. 8 FT. ---- ---- - LOCATION AND NAIL SPACING CMSTC14 66 - 10d 30" 6,490# (2) - 2x ALT. STRAP TYPE W/ 16d SINKERS MST27 MST37 MST48 MST60 (2) MST37 STRAPS (2) MST60 STRAPS HST6 CMSTC12 86 - 10d 39" 9,215# (2) - 2x PORTAL FRAMING DETAIL SCALE: 1 COIL STRAP HOLDOWN SCALE: 2 TOP PLATE SPLICE SCALE: 3 POST TO BEAM ASSEMBLY SCALE: 4 UNBLOCKED H ROOF / SCALE: 5 1"=1'-0" NONE NONE NONE AGM FLOOR DIAPHRAGM 1/4"=1'-0' TPO ROOFING $ 7 BOUNDARY NAIL 1/2" DENSDECK 3 2 5/8" THK. ROOF SHTNG. NAILED W/ 8d @ 6" O.C. ON FIELD AND 6d @ 12" O.C. 2 4 < SPLICES, UNLESS NOTED PROVIDE CRIPPLE STUDS EXISTING 2x FRAMING ON EDGES -A.P.A. RATED W/ (1) 5/8" LAYER OF DENSDECK OVER 6 �I� OTHERWISE ON PLAN ABOVE HEADER WHEN TRIMMER USED AS DBL. STUD AT SHEAR PANEL EDGE NAILING \ / X 5 O DBL. STUDS ORPOSTFOR TO REMAIN 3 OWNS PER EXISTING 6x BEAM Q Q - - N O 1 EDGE NAILING $ 1 cj PROVIDE STUD BELOW SPLICES 7 1 O SIMPSON HOEDOWN PER PLAN O ANCHOR BOLTS, SEE SHEAR PANE 6 3 SCHEDULE FOR SIZE AND SPACIN \ / NOTCH IN PLATE TO REMAIN N 2x6 BLOCKING NAILED 8" SQ. x 1/2" FILLER 2 2X4 BLOCKING @ 24" O.C. HEADER 1 EDGE NAILING PER SHEAR X 4 PANEL SCHEDULE ° DBL. TOP PLATE 0 0 0 W/(3) 16d 24" O.C. TYP. @ @ EA. JOIST TO TOP 7 4 ° PLATE CONNECTION 3 (1) 16D NAIL @ EACH SIDE OF BLOCKING A35 AT OPENING 6 5 DOUBLE TOP PLATE OR BEAM O 0 N 2x BLOCKING W/ R-387 INSULATION 4 SIMPSON STC @ EACH SIDE OF BLOCKING PARALLEL WIDERSIMPSON WIDER THAN 8'-0" 2X TRIMMER (USE 2-16D MIN. (ADD 1-16D FOR 2-2X @ OPENINGS BEAM ON TOP PLATE 4 USE BLOCKING @ALL STAGGERE 0 0 ° o ° SIMPSON RBC CLIP @ 26" O.C. TYP. rj DOUBLE TOP PLATE EACH 2" OF HEADER DEPTH GREATER THAN 6') SHEAR PANEL JOINTS 0 - N DBL. CONT. 2x TOP - 6 ROOF TRUSS OR FLOOR JOIST d Q 7 SHEAR PANEL WERE OCCURS. GREATER THAN 4" 16D 12" O.C. 2X KING STUD (USE 2-2X AT OPENINGS WIDER THAN 6'-0") WITH SIMPSON A35 TOP AND BOTTOM UNLESS NOTED OTHERWISE 2-16D TOE NAILS O BEAM PER PLAN, NOTCH TOP 1 PLATE WHERE OCCURS / \ O SIMPSON A35'S PER SHEAR PANEL SCHEULE, SEE DETAIL ® TRUSSES OR RAFTERS PER PLAN PLATE W/ H3 CLIPS @ 24" O.C. TYP. $ GYPSUM BOARD 6 4 O SIMPSON ST2215 STRAP (2) SIMPSON ST12 2X STUDS @ 16" O.C. UNLESS NOTED OTHERWISE OCONT. DBL. TOP PLATE I g FOUNDATION PER PLAN PIPE WERE OCCURS 1 O \ I / 10 TREATED SILL PLATE O RED-i JOIST 24" O.C. ® POST PER PLAN I X I 2 2x6 CEILING JOIST FIN. FLR. LINE O 16d @ 2" O.C. @ EACH SIDE OR BEAM IN WALL 24" O.C. TYP. $ 1 5 SIMPSON CC IF SPECIFIED ON PLAN a, • •° a .• a ° 9 2x6 SOLID BLKNG'. NAILED EA. SIDE STUD ©NAIL a . •'e N 2x4 CEILING JOIST W/(3) 16d @ 24" O.C. TYP. 7 TO POKING ST &BEAM . .� 4' •e ° • a° ° A d • ° @ 16" O.C. TYP. a 2x6 STUDS WALL 16" O.C. PERPENDICULAR O SIMPSON A35 @ EACH. SIDE 3 9 JOIST -TO -TOP PLATE ASSEMBLY SCALE: NONE 6 INTERIOR NON -BEARING WALL SCALE: NONE 7 TYPICAL WALL FRAMING SCALE: 3/4" = 1'-0' 8 BEAM TO WALL CONNECTION DETAIL SCALE: NONE 9 SHEAR PANEL WALL CONSTRUCTION SCALE: NONE 10 PLATE FRAMING @ PIPING SCALE: NONE 11 JOIST TO SILL OR GIRDER, TOE NAIL 3-8d D D BRIDGING TO JOIST, TOE NAIL EACH END 2-8d 5/8" THK. ROOF SHTNG. NAILED Q VX6" SUB FLOOR OR LESS TO EACH JOIST, FACE NAIL 2.8d " O.C.� @ 6" O.C. ON FIELD AND 6d @ 12" .0 WIDER THAN 1" x 6" SUB FLOOR TO EACH JOIST, FACE NAIL 3-8d ON EDGES -A.P.A. RATED W/ (1) 5/8" p 25%D MAX. o 2" SUB FLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL 2-16 LAYER OF DENSDECK OVER 40%D MAX. cop SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL AT 16" O.C. 1-16d TOP PLATE TO STUD, END NAIL 2-16d 2x6 ROOF RAFTERS 16" O.C. TYP. STUD TO SOLE PLATE, TOE NAIL 4-8d DOUBLE STUDS, FACE NAIL @ 24" O.C. 1-16d PROVIDE 2x6 BLKN'G. DOUBLE TOP PLATES, FACE NAIL @ 16" O.C. 1-16d DOUBLE TOP PLATES, LAP SPLICE 8-16d BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOE NAIL 3-8d SILL PLATE FASTENED I 3-VANDAL PROOF o 60 /oD MAX. 40%D MAX. ROOF TRUSSES @ 24" O.C. RIM JOIST TO TOP PLATE, TOENAIL @ 6" O.C. 1-8d W/(2) 1/4"x4-1/2" SIDS SS SCREWS -TYP Q TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2-16d @ 16" O.C. TYP. ROOFING MASTIC PERMASEAL-TYP 6x6 POST 5 SIMPSON A-35 CLIPS CONTINUOUS HDRS, TWO PIECES ALONG EACH EDGE AT 16" O.C. 1-16d o O STEEL REINFORCING p CEILING JOISTS TO PLATE, TOE NAIL 3-8d - ----- - 0 BOOT-TYP o O CONTINUOUS HDRS TO STUD, TOE NAIL 4-8d -- - m 5/8" MIN. 5/8" THK. GYP. BOARD ///zCEILING CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 3-16d SIMPSON U26 HANGER ROOFING PER 5/8" MIN. JOISTS TO PARALLEL RAFTERS, FACE NAIL 3 16d @ EA. END OF RAFTERS z MASTIC-TYP FING PLAN OR COPING +«+««« RAFTER TO PLATE, TOE NAIL 3-8d _ LO "HENRYS" CAP@CHIMNEY STUDS +«++«« 1" BRACE TO EACH STUD AND PLATE, FACE NAIL 2-8d NON -BEARING WALL z BEARING WALL ••o• HDU11 HOLDOWN 11 _ -_ - _ - - - - - - IT TI 1" x 8" SHEATHING TO EACH BEARING, FACE NAIL 3-8d WIDER THAN 1" 8" SHEATHING TO EACH BEARING, FACE NAIL 3-8d CO CO x D/6 MAX. p p SD-2 PER PLAN I I DBL. CONT. 2x6 I I BUILT-UP CORNER STUDS: NAIL AT 24" O.C. 1-16d ROOF SHEATHING N BUILT-UP GIRDER AND BEAMS, T&B STAGGERED ON OPPOSITE SIDES @ 32" O.C. 1-20d SEE STRUCT PEN. TOP PLATE I I 2" PLANKS AT EACH BEARING SIMPSON DSC5R/L-SDS3 I I I I COLLAR TIE TO RAFTER, TOE NAIL 1-16d 2x10 LEDGE�FASTJE NED PROVIDE SUPPORTS SECURE TIGHTFRAMING JACK RAFTER TO HIP, TOE NAIL 3-10d W/(4) 16d NAI6OCAND PER STR. PLAN ROOF RAFTER TO 2-BY RIDGE BEAM, TOE NAIL 3-10d CEILING 16" O.C. TYP. C° x2x4 p Q Q JOIST TO BAND JOIST, FACE NAIL 2-16d TOE NAILED W/(2) 16d @ 16" O.C. SEE PLUMBING FOR SIZE co 2i p LEDGER STRIP, FACE NAIL 3-16d 3x6 TREATED SILL PLATE I I I I WOOD STRUCTURAL PANELS AND PARTICLE -BOARD 3-16d 5.5"x12" G.L.B. PER STRUCTURAL SPEC. SUB -FLOOR, ROOF AND WALL SHEATHING (TO FRAMING) 1/2" AND LESS I (2) #4 BAR @TOP OF WALL J, SHEAR PANE PER PLAN O 3/4" 5/8" THK. GYP. BOARD � D/6 MAX. 7983T0 1-8d OR 1-6d JOISTS NOTE: N 1 1/8" TO 1 1/4" 1-8d TRUSSES PER MFGR. SPEC. -BOARD HOLE & NOTCH SHALL NOT OCCUR IN SAME SECTION 3" CL INTERIOR PANELING 1-10d OR 1-8d -NOTCHES SHALL NOT OCCUR IN MIDDLE 1/3 SPAN 1/4" 1-6d SEE DET. 1 @ SD-1 FOR TYP. FORNONE SHEAR TRANSFER @ PARALLEL WALL 12 NAILING CHART SCALE: 1" = 1'-0' 13 SKYLIGHT BEAM ASSEMBLY SCALE: 1' - 1'-0' 14 VENT THRU ROOF DETAI NONE 15 STUD & JOIST NOTCHING AND BORING 1 1.SCALE: 16 N I HREADLOCATION 7/8"(11 ALL -THREAD ANCHOR ROD ._- #4 VERT. BAR @ 16" O.0 3/8" PLYWOOD SHEAR NOTE 4" NOM THK. CONC. SLAB, REINF. 2x4 NAILER TRUSSES PER MFGR. SPEC. PANEL WITH 8d AT 6" A. FOR CONSTRUCTION BELOW O.C. AT PANEL EDGES PANEL, SEE PLAN. NOTE: SEE DETAIL 19 FOR ADDITIONAL INFORMATION 1 1 W/ (1) #3 BAR @ 18" O.C. TYP. #4 HORIZ. BAR AND 8d AT 12" O.C. AT B. SEE ARCH1 DRAWINGS FOR 1-" 1-" 2 9" 2 SIMPSON A-35 CLIPS ADDITION SHEATHING INTERMEDIATE SUPPORTS. p @ 24"O.C. TYP. REQUIREMENTS AT BLOCKING. PLYWOOD EDGE NAILING TYP. SHEATHING. p CO oxxx W � 6"x6"x1/4" STEEL COLUMN -!N �� 4 7/8 HOLES D - - - - - - - - I DBL. CONT. 2x6 TOP PLATE PREFAB IND. 1RUSS >_ w } a O a 24" SQ. BLOCK OUT _ f---------- 12° SQ. x 1/4" THK. STEEL PLATE oo LINE OF BEAM BEYOND i TRUSS MANUFACTURER N cam' i i L SHALL PROVIDE VERTICAL 9" SQ. BASE PLATE o D' I 7/8" THK. STUCCO j �' LINE OF BEAM BEYOND WEB TO MATCH LOCA77ON OF SHEAR PANEL 6 4 6 4 6 4 SEE DETAIL ABOVE (4) 3/4"Q1 A307 BOLTS W/ I 6"x6"x1/4" STEEL COLUMN o rn 712- 1/2" SHEAR PANEL TO 12" EMBEDMENT SAND OVER REACH BOT. OF TRUSSES j 16d AT 6" O.C. TO 7RUSS VERTICAL wEe. 1 xx 4" NOM THK. CONC. INTO PAD FOOTING I 10 MIL. VISQUEEN OVER 2" 3/4" GRAVEL 26 GA. FLASHING & I I BUILDING SLAB PROVIDE 1" DRY PACK _ ER FL COUNTER FLASH AND LEVELING NUTS AT A �rN ap r I j.. I 16d TO MATCH EDGE •• •• •• •• BASE PLATE 6"x6"x1/4" BEND VERT. REINF. TPO ROOFING i NAILING" SPACING. 2 3 j j 1/4" TYP. ALTERNATE DIRECTION - - - - ONE ANOTHER - - - ! 1/2" DENSDECK i 2 x 4 AT FOUR SIDES TOP OF WOOD AND INTERMEDIATE - - ---------- ,. tea- - - STEEL COLUMN BASE PLATE 2x6 CEILING JOIST 16" O.C. PLATE OR BEAM PLYWOOD EDGE NAILING TIP. 3/8" PLYWOOD SHEAR - - - - V-6" 21F 21FO.C. 4 #4 BAR BOTTOM -� _ AS OCCURS. SHEATHING. /7 PANEL K17H 8d AT 6" Zo (4) #5 BARS @ $ 7/8" HOLES 12 3" 9" 3" 12 AT PANEL EDGES11 R-38 INSULATION 2x6 STUDS WALL AND 8d AT 12" O.C. AT A- -4tn �� T&B E.W. 16" O.C. TYP. INTERMEDIATE SUPPORTS. I I I I 16" DP. TJI JST. PREFAB WD. TRUSS. TRUSS 1 2-PLY GIRDER TRUSS W/(1) SIMPSON H2.5A & H8 EA. EACH TRUSS END. i NATIVE SOIL = @ 24" O.C. TYP. MANUFACTURER SHALL 5/8" THK. GYP. BOARD PROWDE VERTICAL WEB TO 2 ROOF TRUSSES W/ (1) SIMPSON H2.5A HURRICANE CLIPS @ EACH TRUSS END. MATCH LOCA71ON OF SHEAR cm co 12" 6" WD. 12" ! 2 x 4 AT FOUR PANEL SIDES AND 3 3-PLY GIRDER TRUSS W/(2) SIMPSON H2.5A HURRICANE CLIPS @ EA. TRUSS END. - - i 2x6 CLG. JST. I R-19 INSULATION INTE'RMED/A7E 16d AT 6" O.C. TO 7RUSS 4 2x BLOCKING W/ SIMPSON RBC CLIPS @ 24" O.C. TYP. 2�-6'� �N 30" MIN. VERTICAL WEB. @ 24" O.C. TYP. 5 5.5x G.L.B. PER STRUCTURAL SHEET 9 5/8" THK. ROOF SHTNG. NAILED W/ 8d i 6 ROOF TRUSSES PER MFGR. SPECIFICATIONS 6"x6"x6"x1/4" @ 6" O.C. ON FIELD AND 6d @ 12" O.C. TOP OF WOOD PLATE 2 x 4 AT FOUR SIDES 16d TO MATCH EDGE STEEL ANGLE TOP PLATE ON EDGES -A.P.A. RATED OR BEAM AS AND INTERMEDIATE NAILING" SPACING. OCCURS. @ EA. SIDE STEM WALL DETAIL SCALE: 17 JOIST -TO -TRUSSES ASSEMBLY SCALE: 18 ALT. SHEAR PANEL CONSTRUCTION 19 TRUSS -TO -BEAM ASSEMBLY SCALE:"=10 20 STEEL COLUMN FTG. 21 COLUMN PLATES DETAILS 22 1" = 1'-0' 1' - 1'-0' NONE NONE 14"=1 0 GENERAL NOTES FOUNDATION NOTES REINFORCING STEEL NOTES WALL FRAMING LUMBER 1. ALL CONSTRUCTION WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE 2013 EDITION OF THE 1. ALL SUB -GRADE PREPARATION FOR BEARING FILL MATERIAL AND PAVEMENT/SLAB BASE SHALL BE 1. REINFORCING STEEL SHALL CONFORM TO THE ASTM A615 GRADED AS NOTED: 1. ALL LUMBER SHALL BE DOUGLAS FIR -LARCH VISUALLY GRADED PER WCLIB/WWPA GRADING RULES 1. UNLESS OTHERWISE NOTED ON PLANS, WOOD STUDS SHALL BE AS FOLLOWS: CALIFORNIA BUILDING CODE EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE NOTED OR SHOWN INSPECTED BY A REPRESENTATIVE OF THE SOIL ENGINEER, AND LOCAL BUILDING INSPECTOR, IF ALL #4 BARS - GRADE 40 2X4 @ 16" O.C. (BEARING WALL) SUPPORTING A MAX OF ONE FLOOR AND ONE ROOF SHALL HAVE A MAX UNLESS NOTED OTHERWISE ON PLANS: ON THE PLANS. REQUIRED, PRIOR TO THE PLACING OF CONCRETE. #4 BARS IN SLABS OR SITE WORK - GRADE 40 HEIGHT OF 10 FEET 2 x 4 @ 16" O.C. (NON -BEARING WALL) SHALL HAVE A MAX HEIGHT OF 14 FEET. 2X6 @ 2X JOISTS & RAFTER NO. 2 2. THE PLANS SHALL BE REVIEWED FOR DIMENSIONAL & EXISTING SITE CONFORMANCE WITH THE PLANS 2. THE MINIMUM BOLTING FOR SILL PLATES TO FOUNDATION SHALL BE 5/8" DIAMETER ANCHOR BOLTS WITH #4 BARS IN WALLS AND FOUNDATION - GRADE 60 16" O.C. (BEARING WALL) SUPPORTING A MAXIMUM OF TWO FLOORS AND ONE ROOF SHALL HAVE A MAX 4X 6X & LARGER BEAMS NO. 1 BY THE CONTRACTOR BEFORE STARTING WORK. THE ARCHITECT & ENGINEER SHALL BE NOTIFIED OF 7" MIN. EMBEDMENT IN CONCRETE WITH SPACING NO GREATER THAN 6' O.C. OR FURTHER THAN 12" #5 AND LARGER - GRADE 60 PLATES BLOCKING & STUDS STUD GRADE HEIGHT OF 10 FEET 2X6 @ 16" O.C. (NON BEARING WALL) SHALL HAVE A MAXIMUM HEIGHT OF 20 FEET. ANY DISCREPANCIES. FROM CORNERS (MIN. 2 BOLTS PER PIER). SEE FOUNDATION PLAN AND SHEAR SCHEDULE FOR 2. ALL REINFORCING STEEL, ANCHOR BOLTS, AND OTHER INSERTS SHALL BE SECURED IN PLACE PRIOR TO 2. RAKE WALLS ADJACENT TO SLOPED CEILINGS SHALL BE BALLOON FRAMED. DOUBLE TOP PLATES SHALL 2. GLUED -LAMINATED TIMBER SHALL BE DOUGLAS FIR COMBINATION 24F-V4 DF/DF, INDUSTRIAL 3. WORKING DIMENSIONS SHALL NOT BE SCALED FROM DRAWINGS. FURTHER BOLTING REQUIREMENTS. PLACING CONCRETE OR GROUTING OF MASONRY. APPEARANCE WITH EXTERIOR GLUE. FB=2400 PSI FV=165 PSI E=1800000 PSI AN A.I.T.C. CERTIFICATE ALWAYS BE SUPPORTED BY A ROOF OR CEILING DIAPHRAGM. ( ) 4. NOTES AND DETAILS ON DRAWINGS SHALL PRECEDE THESE GENERAL NOTES. 3. PLATE WASHERS A MINIMUM OF 3 INCH BY 3 INCH BY .229 INCH THICK SHALL BE USED ON EACH ANCHOR 3. REINFORCING STEEL MAY BE LAP SPLICED WITH 50 BAR DIAMETER IN MASONRY OR 40 BAR DIAMETER IN 3. SHEAR WALL PANEL MUST BE CONTINUOUS TO THE TOP PLATE. SHEATHING SHALL HAVE ALL EDGES OF COMPLIANCE FOR GLUED LAMINATED WOOD MEMBER SHALL BE GIVEN TO THE BUILDING INSPECTOR 5. THE DESIGN, ADEQUACY AND SAFETY OF ERECTION, BRACING, SHORING, TEMPORARY SUPPORTS, ETC., BOLT. CONCRETE WITH MIN. 18" LAP. BLOCKED & AND APPROPRIATE SHEAR TRANSFER THRU CEILING OR SOFFIT FRAMING. PRIOR TO INSTALLATION. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY THE 4. SLAB ON GRADE: MINIMUM 4 INCH CONCRETE SLAB WITH 6X6-10/10 W.W.M. @ CENTER OF SLAB 4. PROVIDE THE FOLLOWING MINIMUM CONCRETE COVER: 4. PROVIDE 1X6 LET -IN BRACING @ APPROXIMATE 45 DEGREES EVERY 25' IN ALL STUD WALL NOT (") USE V8 FOR CANTILEVER BEAMS AND V4 FOR SIMPLE SPAN BEAM. STRUCTURAL ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE THICKNESS OR WITH FIBER MESH OVER 2 INCH OF SAND OVER 6 MIL. VISQUEEN OVER COMPACTED SOIL SURFACE CAST AGAINST EARTH 3" SHEATHED. BRACES TO RUN CONTINUOUS FROM TOP PLATE TO SILL PLATE. 5. DOUBLE TOP PLATE 3. PLYWOOD SHEATHING SHALL CONFORM TO THE REQUIREMENT OF LATEST EDITION OF U.S. PRODUCT DURING THE ENTIRE COURSE OF CONSTRUCTION. THE ENGINEER SHALL NOT BE HELD RESPONSIBLE UNLESS NOTED OTHERWISE ON PLAN. EXPOSED TO EARTH OR WEATHER 2" SHALL BE LAPPED MIN. 48" AT ALL SPLICES AND SHALL OVERLAP AT CORNERS. STANDARD PS 1 AND SHALL BE GRADE MARKED IN ACCORDANCE WITH APA. FOR FIELD INSPECTION/OBSERVATION OF THE ABOVE ITEM. 5. PIPE OR DUCTS THAT EXCEED ONE THIRD THE SLAB OR CONCRETE WALL THICKNESS SHALL NOT BE NOT EXPOSED TO WEATHER OR EARTH 1" 6. BORING AND NOTCHING OF WALL STUDS SHALL BE AS FOLLOWS: 4. ALL SILLS AND PLATES RESTING ON CONCRETE OR MASONRY AND WITHIN 4-8" OF EARTH SHALL BE 6. THE VIBRATION EFFECTS OF ANY MECHANICAL EQUIPMENT HAVE NOT BEEN CONSIDERED BY THE PLACED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED. BEAM AND COLUMN - 1.5" NOTCHING MAXIMUM: PRESSURE TREATED DOUGLAS FIR. STRUCTURAL ENGINEER. 6. FOR SILL BOLTING AT EXISTING FOOTINGS USE "RED HEAD" ICBO #1372 THE SAME SIZE & SPACING AS SLAB ON GRADE - MID DEPTH 40% OF WIDTH ON BEARING WALLS 5. ALL NAILS SHALL BE COMMON NAILS. BOX NAILS ARE NOT ACCEPTABLE UNLESS NOTED OTHERWISE ON 7. CONCRETE SLABS ON GRADE HAVE NOT BEEN DESIGNED BY THE STRUCTURAL ENGINEER. CALLED FOR ON PLANS (MINIMUM 2-3/4" EMBEDMENT) 5. NUMBER 5 OR LARGER REINFORCING BARS SHALL NOT BE RE -BENT. 25 % OF WIDTH ON NON -BEARING WALLS PLANS. 8. ALLOWABLE SOIL BEARING PRESSURE TO BE A MINIMUM OF 1,500 PSF UNLESS A SOIL REPORT IS 7. DOWEL NEW INTO EXISTING SLABS W/ #4 REBAR @ 24" O.C. AND FOOTINGS W/ DOWELS TO MATCH NEW 6. PROVIDE DOWELS IN FOOTINGS AND/OR GRADE BEAMS THE SAME SIZE AND NUMBER AS VERTICAL WALL BORING MAXIMUM: 6. TOP PLATES TO BE DOUBLE 2X UNLESS NOTED OTHERWISE. LAP 48" MIN. WITH MINIMUM OF 8-16D THRU PROVIDED. SOILS IN THE BUILDING AREA & F BEYOND SHALL BE COMPACTED TO A MINIMUM OF 90% REINFORCEMENT SIZE/LOCATION. OR COLUMN REINFORCING. DOWELS SHALL HAVE A MINIMUM PROJECTION EQUAL TO STANDARD LAP 40% OF WIDTH ON BEARING WALLS EACH SIDE OF SPLICE UNLESS NOTED OTHERWISE ON PLANS. RELATIVE COMPACTION PER U.B.C. SPLICE UNLESS NOTED OTHERWISE. 60% OF WIDTH ON NON -BEARING WALLS 9. AT THE BEGINNING OF EACH JOB THE CONTRACTOR SHALL MEET WITH THE LOCAL BUILDING OFFICIAL NOTE: OF 5/8" CLEARANCE FROM EDGE OF STUD TO HOLE SHALL BE PROVIDED ROOF/FLOOR TRUSS �A+MIN. TO CONFIRM INSPECTION REQUIREMENT OF THE LOCAL JURISDICTION. JOISTS/RAFTERS FRAMING WOOD FRAMING NOTES CONCRETE NOTES ROOF FRAMING 1. A COMPLETE SET OF TRUSS CALCULATIONS, SHOP DRAWINGS, PREPARED AND SIGNED BY A 1. BORING AND NOTCHING OF JOISTS: BORING - MAX. DIAMETER OF HOLE SHALL NOT EXCEED 1/3 OF CALIFORNIA REGISTERED ENGINEER SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION. 1. FRAMING SHALL COMPLY WITH CHAPTER 23 OF THE LATEST CALIFORNIA BUILDING CODE. 1. UNLESS OTHERWISE NOTED ON PLANS CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 1. ROOF SHEATHING: DRESSED DEPTH OF JOIST WITH MIN. EDGE CLEARANCE OF 2 INCHES. NOTCHING - MAX. DEPTH AT ENDS EACH TRUSS SHALL BE LEGIBLY BRANDED, MARKED OR OTHERWISE HAVE PERMANENTLY AFFIXED 2. ALL CONNECTING HARDWARE, JOIST HANGERS, TIE STRAPS, ETC. SHALL BE SIMPSON STRONG -TIE 2500 PSI IN 28 DAYS. MINIMUM 5/8" C-DX PLYWOOD PANEL INDEX NO. 24/0 WITH EXTERIOR GLUE. USE 8D NAILS @ 6" O.C. @ ALL SHALL NOT EXCEED 1/4 OF DRESSED DEPTH. NO NOTCHING IS ALLOWED IN THE CENTER THIRD OF THE THERETO THE FOLLOWING INFORMATION LOCATED WITHIN 2 FEET OF THE CENTER OF THE SPAN ON UNLESS NOTED OTHERWISE ON PLANS. 2. CEMENT SHALL CONFORM TO ASTM C-150. EDGES, BOUNDARIES AND SHEAR WALLS AND 12" O.C. IN FIELD NO BLOCKING IS REQUIRED UNLESS NOTED JOIST SPAN. NOTCHING IN OTHER LOCATIONS SHALL BE IN THE COMPRESSION SIDE WITH A MAX. DEPTH THE FACE OF THE BOTTOM CHORD: 3. UNLESS NOTED OTHERWISE ON PLANS, ALL POSTS SHALL HAVE SIMPSON PC CONNECTORS AT TOP AND 3. AGGREGATE SHALL CONFORM TO ASTM C-33. OF 1/6 OF THE JOIST DEPTH. A IDENTITY OF THE COMPANY MANUFACTURING THE TRUSS. OTHERWISE ON PLANS. ) 2. WHERE THREE OR MORE JOISTS ARE USED THE JOISTS SHALL BE BOLTED TOGETHER WITH 1/2 " SIMPSON BC OR BCO CONNECTORS AT BASES. 4. CORNERS OF SLAB, BEAMS, WALLS AND COLUMNS SHALL BE FORMED WITH A 3/4" CHAMFER UNLESS 2. FRAMING AROUND OPENINGS, TRIMMER AND HEADER JOISTS SHALL BE DOUBLED AND SUPPORTED BY B) THE DESIGN LOAD. DIAMETER MACHINE BOLTS W/ WASHERS AT 24" O.C. STAGGERED. BOLTS SHALL BE RE -TIGHTENED 4. USE SIMPSON U- HANGERS ON ALL JOIST/BEAM CONNECTIONS UNLESS NOTED OTHERWISE ON PLANS. NOTED OTHERWISE ON PLANS. HANGERS PER CODE. C) THE SPACING OF THE TRUSSES. PRIOR TO APPLYING FINISH MATERIALS. 5. ALL BOLTS BEARING ON WOOD SHALL HAVE WASHERS UNDER HEAD OR NUT. HOLES FOR BOLTS SHALL 5. FOR FLOOR SLAB, PROVIDE 1" DEEP SAW CUTS OR CONSTRUCTION JOINTS AT A MAXIMUM OF 18 FEET 3. CEILING JOISTS PER CBC TABLE 2308.10.2: 2. TRUSS MANUFACTURER SHALL PROVIDE AND DESIGN HANGERS AND WEB BLOCKING AS REQUIRED. 3. JOISTS/RAFTERS SHALL LAP AT SPLICES A MIN. OF 4 INCHES WITH 3-16D NAILS. BE BORED 1/32" TO 1/16" LARGER THAN NOMINAL BOLT DIAMETER. O.C. EACH WAY, IN SQUARE PATTERN, U.N.O. 2 x 6 @ 16" O.C. - MAX SPAN = 17'-8" 3. THE ARCHITECT SHALL NOTIFY TRUSS MANUFACTURER FOR ANY MODIFICATION. THE STRUCTURAL 4. CROSS BRIDGING OR 2X BLOCKING SHALL BE PROVIDED @ F-0" O.C.MAX. FOR ALL JOISTS AND RAFTERS 2 x 8 @ 16" O.C. - MAX SPAN = 23'-0" MORE THAN 8" IN DEPTH. ENGINEER IS NOT RESPONSIBLE FOR THE TRUSS DESIGN AND MODIFICATION DURING CONSTRUCTION. 5. 2X SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS. GENERAL NOTES, SEE SHEET S-3 FOR ADDITIONAL INFORMATION THAT WILL OVERRULE THE PROJECT. SCALE: 23 3 NONE U U Z Lo Z O v - co N Z Z 0U � J Q E o_ W N O ♦ a Z (1) o O W (o (D_ x WU) m¢ WILLILLF ♦ °' o p ♦ o 0 W zwoLo � Q v n O V v _ (r- N � - o U (�o 3 W ILL3 W CL w 3 V) - z w 0 w 2 a Q 0 V w 0 X J DATE FINISHED MARCH 2O17 R E V I S I O N S THESE PLANS SHALL COMPLY WITH THE 2013 CALIFORNIA BUILDING CODE WHICH ADOPTTHE S CEC 2016 CGC 22016 CRG' AND THE'2016 ENERGY STANDARDS THESE DOCUMENTS AND THE DESIGN AND IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF A PROFESSIONAL SERVICE, ARE THE SOLE PROPERTY OF STEENO DESIGN STUDIO INC. ANY USE, IN WHOLE OR IN PART FOR WHICH THEY WERE NOT PROVIDED SHALL BE UNLAWFUL �5� ARC V� S R. TF * -26448 N9� �FN• 2 / F OF CAOF W J U a pro LL O to 6 V U Y o Z Q N O Z LL w OUzI-a O Q v, O I- w W M L0 N W 0 o j< U W U d Z ILL 0 U-) O rn r � Q V 0_ Lc) J JOB NO. C15-160 SHEET NAME: STRUCTURAL DETAILS PAGE SD-2 OF SHTS. GENERAL STRUCTURAL NOTES GENERAL: THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OR SEQUENCE OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. THESE MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, THE BRACING AND SHORING OF LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OFALL SCAFFOLDING, BRACING AND SHORING. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. THE STRUCTURAL ENGINEER WILL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OF CONSTRUCTION NOR WILL THE STRUCTURAL ENGINEER BE RESPONSIBLE FOR THE CONSTRUCTION SITE SAFETY OR THE SAFETY PRECAUTIONS AND THE PROGRAMS. THE CONTRACTOR SHALL VERIFYALL DIMENSIONS AND COORDINATE SITE CONDITIONS WITH THE DRAWINGS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES AND OMISSIONS SHALL BE RESOLVED WITH THE ARCHITECT. DO NOT USE SCALED DIMENSIONS. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT SUCH THAT WHEN PLACED ON FRAMED FLOORS OR ROOFS THE DISTRIBUTED WEIGHT OF MATERIALS AND EQUIPMENT DOES NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. WHERE ANY DISCREPANCIES OCCUR BETWEEN PLANS DETAILS GENERAL STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN. WHERE NO SPECIFIC DETAIL IS SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. FOR BIDDING PURPOSES, WHERE ANY MEMBER OR STRUCTURAL ELEMENT IS SHOWN BUT NOT CALLED OUT ON THE PLANS OR DETAILS, THE LARGEST SIMILAR MEMBER OR ELEMENT USED IN THE PROJECT SHALL BE UTILIZED. REFER TO ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL AND CIVIL DRAWINGS FOR DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS AND FOR LOCATION AND DETAILS OF BLOCKOUTS, INSERTS, OPENINGS, CURBS, EQUIPMENT BASES AND PADS, SITE WORK ITEMS, ETC. APPROVED EQUAL ALTERNATES ARE FOR THE CONTRACTOR'S CONVENIENCE. IF AN ALTERNATE IS CHOSEN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CHANGES AND COORDINATION NECESSARY OFALL DETAILSASSOCIATED WITH THEALTERNATE. ALL DETAILS SHOWN SHALL BE INCORPORATED INTO THE PROJECT AT ALL APPROPRIATE LOCATIONS, WHETHER SPECIFICALLY INDICATED OR NOT. TYPICAL DETAILS MAYOR MAY NOT BE CUT ON THE DRAWINGS BUT SHALL APPLY WHERE APPLICABLE UNLESS NOTED OTHERWISE. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDUM. ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAR THE SEAL OF AN ENGINEER REGISTERED IN THE STATE IN WHICH THE PROJECT IS LOCATED. BUILDING CODE: APPLICABLE CODES AND STANDARDS BUILDING CODE CALIFORNIA BUILDING CODE (CBC), 2016 EDITION INCLUDING THE CITY OF LA QUINTA BUILDING CODE AMENDMENTS. ACC � � � AMERICAN CONCRETE INSTITUTE, RCSC "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" (AC1318), 2014 EDITION. ACC � � � AMERICAN CONCRETE INSTITUTE, RCSC "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" (ACI 530), 2014 EDITION. AISC � � � AMERICAN INSTITUTE OF STEEL CONSTRUCTION, SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, AISC 360-10. AISC � � � AMERICAN INSTITUTE OF STEEL CONSTRUCTION, RCSC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS", 2009 EDITION. AISC � � � AMERICAN INSTITUTE OF STEEL CONSTRUCTION, "SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS" (ANSI/AISC 341), 2010 EDITION. ASCE � � � � AMERICAN SOCIETY OF CIVIL ENGINEERS, "MINIMUM DESIGN LOADS AND BUILDINGS AND OTHER STRUCTURES", (ASCE 7), 2010 EDITION. ASTM � � � � AMERICAN SOCIETY FOR TESTING AND MATERIALS, (ASTM INTERNATIONAL). ICON � � � INTERNATIONAL CODE COUNCIL, INTERNATIONAL CODE COUNCIL - EVALUATION SERVICES (ICC-ES). NO � � � NATIONAL DESIGN SPECIFICATION, 2015 EDITION. DESIGN LOADS: ROOF LIVE LOADS FLAT ROOF LIVE LOAD - - - - - - - - - - - - 20 PSF (REDUCIBLE) ROOF DEAD LOADS FLAT ROOF DEAD LOAD------------20PSF SUPERIMPOSED FLAT ROOF DEAD LOAD - - - - - - - PSF (T.C. = 11 PSF, B.C.= 9 PSF) FLAT ROOF NET WIND LOAD - - - - - - - - - - PSF (T.C. = -11 PSF NET UPLIFT) SUPERIMPOSED DEAD LOADS DO NOT INCLUDE THE SELF -WEIGHT OF THE SUPPORTING FRAMING MEMBERS WHICH ARE TO BE DESIGNED BY OTHERS. SNOW LOADS GROUND SNOW LOAD: Pg = 0 PSF WIND DESIGN DATA BASIC WIND SPEED (3 SECOND GUST), Vultimate - - - - - - - 11O MPH IMPORTANCE FACTOR, Iw - - - - - - - - - - 1.0 BUILDING CATEGORY - - - - - - - - - - - - ll EXPOSURE--------------- C INTERNAL PRESSURE COEFFICIENT, GC P; - - - - - - - +0.18,-0.18 SEISMIC DESIGN DATA SEISMIC RISK CATEGORY - - - - - - - - - - - ll SEISMIC IMPORTANCE FACTOR, 1 E- - - - - - - - - 1 MAPPED SPECTRAL RESPONSE ACCELERATIONS - - - - - Ss: 1.5g, S1: 0.589g SITECLASS---------------D SPECTRAL RESPONSE COEFFICIENTS - - - - - - - - Sds: 1, Sd 1: 0.589 SEISMIC DESIGN CATEGORY - - - - - - - - - - - D BASIC SEISMIC -FORCE -RESISTING SYSTEM - - - - - NORTH -SOUTH: WOOD SHEAR WALLS EAST -WEST.' WOOD SHEAR WALLS AND STEEL ORDINARY MOMENT FRAMES RESPONSE MODIFICATION FACTOR:R - - - - - - - NORTH -SOUTH 6.5 EAST -WEST 3.5 SEISMIC RESPONSE COEFFICIENTS:C s - - - - - - NORTH -SOUTH 0.1538 EAST -WEST 0.2857 DESIGN BASE SHEAR, V - - - - - - - - - - NORTH -SOUTH 77 K EAST -WEST 137 K ANALYSIS PROCEDURE USED: - - - - - - - - - EQUIVALENT LATERAL FORCE PROCEDURE FOUNDATIONS: FOUNDATION DESIGN IS BASED ON ASSUMED VALUE OF SOILS BEARING CAPACITY PER BUILDING CODE SPREAD FOOTING FOUNDATIONS ARE DESIGNED TO BE SUPPORTED ON APPROVED EXISTING FIRM UNDISTURBED SUBGRADE OR APPROVED COMPACTED STRUCTURAL FILL. FOUNDATIONS ARE DESIGNED FOR AN ALLOWABLE BEARING PRESSURE OF 1000 PSF AT A MINIMUM OF 18 INCHES BELOW LOWEST ADJACENT GRADE. LOWEST ADJACENT GRADE IS DEFINED AS THE LOWEST FINISH GRADE WITHIN 5 FEET OF THE OUTSIDE FACE OF FOOTING AT EXTERIOR FOUNDATIONS AND FINISH FLOOR ELEVATION AT INTERIOR FOUNDATION LOCATIONS. THE SOIL TYPES ASSUMED FOR THE SITE IS LIMITED TO CLASS 5 SOILS INCLUDING CL, ML, MH, AND CH AND CLASS 4 SOILS INCLUDING SW, SP, SM, SC, GM AND GC PER BUILDING CODE. THE FOUNDATION DESIGN USES THE PRESUMPTIVE LOAD BEARING VALUES FROM THE CITY OF PHOENIX AMENDED TABLE 1808.2/R401.4. THE FOUNDATION DESIGN ASSUMES THAT THE EXISTING SITE SOIL IS NON -EXPANSIVE IN NATURE. FOR BASEMENT LEVEL, SPREAD FOOTING FOUNDATIONS ARE DESIGNED FOR AN ALLOWABLE BEARING PRESSURE OF 3500 PSF. THE CONTRACTOR SHALL RETAIN THE SERVICES OF A REGISTERED GEOTECHNICAL ENGINEER TO PERFORM NECESSARY TESTING AND INSPECTIONS FOR QUALITY CONTROL TO ENSURE THAT THE REQUIREMENTS OF THE CODE AND INFORMATION REFERENCED ARE COMPLIED WITH. TEST REPORTS SHALL BE SUBMITTED DIRECTLY TO THE ARCHITECT, STRUCTURAL ENGINEER AND CONTRACTOR WITH ADDITIONAL COPIES TO BE SUPPLIED AS REQUIRED BY THE CONTRACT DOCUMENTS, ARCHITECT OR CONTRACTOR. TEST REPORTS SHALL CONTAIN SUFFICIENT INFORMATION TO COMPLY WITH LOCAL CODES, CONTRACT DOCUMENTS AND CURRENT INDUSTRY STANDARDS. SOILS VERIFICATION IS REQUIRED BY A REGISTERED GEOTECHNICAL ENGINEER. THE STRUCTURAL ENGINEER ASSUMES NO RESPONSIBILITY FOR THE VALIDITY OF THE SUBSURFACE CONDITIONS DESCRIBED IN THE DRAWINGS, SPECIFICATIONS, TEST BORINGS OR GEOTECHNICAL REPORTS. THESE DATA ARE INCLUDED TO ASSIST THE CONTRACTOR DURING BIDDING, SUBSEQUENT CONSTRUCTION AND TO REPRESENT CONDITIONS ONLY AT SPECIFIC LOCATIONS AT THE PARTICULAR TIME OBSERVATIONS WERE MADE. FILLED EXCAVATIONS OR BURIED STRUCTURES SUCH AS CESSPOOLS, CISTERNS, EXISTING FOUNDATIONS, ETC., ENCOUNTERED DURING SITE CLEARING OR EXCAVATION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY. ABANDONED FOOTINGS, UTILITIES, ETC., THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND BE REMOVED AT THE DIRECTION OF THE ENGINEER. SLOPE ALL EXTERIOR GRADES AWAY FROM BUILDINGS OR STRUCTURES TO ENSURE THAT NO PONDING OF WATER OCCURS AROUND BUILDINGS OR STRUCTURES. FOOTING EMBEDMENTS OR ELEVATIONS SHOWN ON THE DRAWINGS REPRESENT ESTIMATED DEPTHS AND ARE NOT TO BE CONSTRUED AS LIMITING THE AMOUNT OF EXCAVATION REQUIRED TO REACH SUITABLE BEARING MATERIAL. CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORTS AS REQUIRED TO PREVENT HORIZONTAL MOVEMENT OR VERTICAL SETTLEMENT THAT WILL ENDANGER ADJACENT STRUCTURES, STREETS OR UTILITIES. BACKFILLING SHALL BE DONE SIMULTANEOUSLY ON BOTH SIDES OF STEM WALLS. FOUNDATION WALLS SHALL BE BRACED DURING BACKFILLING AND COMPACTION OPERATIONS. BRACING SHALL BE LEFT IN POSITION UNTIL PERMANENT STRUCTURAL SUPPORT SYSTEM IS INSTALLED AND APPROVED BY ENGINEER. CONCRETE: CONCRETE WORK SHALL CONFORM TO THE LATEST EDITION OF THE FOLLOWING STANDARDS IN ADDITION TO BUILDING CODE AND ALL APPLICABLE STANDARDS. ACI 301- "SPECIFICATIONS FOR STRUCTURAL CONCRETE" ACI MCP - "MANUAL OF CONCRETE PRACTICE" ACI 318.1 - 'BUILDING CODE REQUIREMENTS FOR STRUCTURAL PLAIN CONCRETE" CONCRETE SHALL BE READY MIXED CONCRETE IN ACCORDANCE WITH ASTM C94. MINIMUM 28-DAY ULTIMATE COMPRESSIVE STRENGTH SHALL BE AS FOLLOWS: SLABS -ON -GRADE - - - - - - - - - - - - - - 3,000PSI FOOTINGS-��3,000PSI STEMWALLS ��3,000PSI CEMENT SHALL CONFORM TO ASTM C 150, TYPE II. AGGREGATE SHALL CONFORM TO ASTM C33. LIGHTWEIGHT AGGREGATE SHALL CONFORM TO ASTM C330. CONCRETE SHALL BE FREE OF CHLORIDE. FLYASH SHALL CONFORM TO ASTM C618, CLASS F. FLYASH SHALL NOT EXCEED 25% CEMENT BY WEIGHT. CONCRETE TO BE EXPOSED TO THE WEATHER IS ALLOWED TO CONTAIN AN AIR -ENTRAINING ADMIXTURE TO PRODUCE 4-6% AIR ENTRAINMENT. CONCRETE MIX DESIGNS SHALL BE DESIGNED BYA CONCRETE PRODUCTION FACILITY IN ACCORDANCE WITH ACI 301. MIX DESIGNS AND TRIAL BATCH DATA SHALL BE PROVIDED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. CONCRETE STRENGTH AND SLUMP SHALL BE TESTED IN ACCORDANCE WITH ASTM C31, C39 AND C143 BY A QUALIFIED TESTING AGENCY. PROVIDE 3 TEST CYLINDERS FOR EACH 50 CUBIC YARDS OF CONCRETE PLACED OR FOR ANY ONE-DAY'S OPERATION. THE RESULTS OF THESE ANALYSES SHALL BE SUBMITTED TO THEARCHITECT AND ENGINEER FOR REVIEW. CONCRETE SHALL NOT BE DROPPED MORE THAN 5 FEET VERTICALLY WITHOUT THE USE OF TREMIES. CONSTRUCTION JOINTS SHOWN ON THE CONTRACT DRAWINGS SHALL NOT BE ALTERED WITHOUT WRITTEN APPROVAL OF THEARCHITECTAND STRUCTURAL ENGINEER. THE CONTRACTOR SHALL PREPARE DRAWINGS SHOWING THE LOCATION OF CONSTRUCTION JOINTS, CONTROL JOINTS AND PLACING SEQUENCE SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO THE PREPARATION OF REINFORCING SHOP DRAWINGS. PROVIDE SLEEVES FOR UTILITY OPENINGS IN CONCRETE PRIOR TO PLACING CONCRETE. DO NOT CUT ANY CONFLICTING REINFORCING. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED, EXCEPT THAT SLABS ON GRADE NEED BE VIBRATED ONLYAROUND UNDER SLAB DUCTS, ETC. PLACE CLOSURE POURS AROUND COLUMNS AFTER DEAD LOAD HAS BEEN APPLIED. ALL CONCRETE SLABS ON GRADE SHALL BE BOUNDED BY CONTROL JOINTS, KEYED OR SAW CUT, SUCH THAT THE ENCLOSED AREA DOES NOT EXCEED 225 SQUARE FEET. GROUT, (DRY PACK), USED TO SET PLATES SHALL BE NON-SHRINKAND NON-METALLIC WITH A MINIMUM COMPRESSIVE STRENGTH OF 5,000 PSI. CURE EXPOSED CONCRETE FOR A MINIMUM OF 7 DAYS IN ACCORDANCE WITH ACI 301 PROCEDURES IN ORDER TO PREVENT CRACKING. CURE WITH CURING AND SEALING COMPOUND, MOIST CURING MOISTURE - RETAINING COVER CURING, OR COMBINATION THEREOF. CONCRETE WHICH HAS CONTAINED WATER FOR MORE THAN 90 MINUTES (60 MINUTES (FAIR TEMPERATURE EXCEEDS 90 DEGREES) SHALL NOT BE USED. RETEMPERING OF CONCRETE AFTER INITIAL SET HAS OCCURRED IS NOT PERMITTED. CONTRACTOR SHALL USE SMOOTH FORMS FOR EXPOSED CONCRETE SURFACES. BOARD FORMS MAY BE USED FOR UNEXPOSED CONCRETE SURFACES. EARTH FORMS ARE FORBIDDEN EXCEPT FOR FOOTINGS. REINFORCEMENT: DETAILING, FABRICATION AND ERECTION OF REINFORCING STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS IN ADDITION TO BUILDING CODE AND ALL APPLICABLE STANDARDS: AC1315 - "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT" MSP2 - "CRSI MANUAL OF STANDARD PRACTICE" WRI - "WELDED WIRE FABRIC MANUAL OF STANDARD PRACTICE" THE INTERNATIONAL BUILDING CODE. STEEL REINFORCING BARS SHALL CONFORM TO ASTM A615 GRADE 60 (Fy = 60 KSI) , DEFORMED FOR #4 BARS AND LARGER. ASTM A615 GRADE 40 (Fy = 40 KSI) , DEFORMED FOR # 3 BARS AND SMALLER. REINFORCING TO BE WELDED SHALL CONFORM TO ASTM A706, GRADE 60 (Fy = 60 KSI). WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185, WIRE PER ASTM A82. WELDING OF REINFORCING SHALL BE IN CONFORMANCE WITH AWS D1.4. TACK WELDING OF REINFORCING BARS IS NOT ALLOWED. ALL REINFORCING BAR BENDS SHALL BE MADE COLD UNLESS NOTED OTHERWISE. ALL REINFORCING STEEL, INCLUDING WELDED WIRE FABRIC IN SLAB ON GRADE, SHALL BE ACCURATELY PLACED AND SUPPORTED BY GALVANIZED METAL CHAIRS SPACERS OR HANGERS. MINIMUM REINFORCING CLEARANCES FOR REINFORCING SHALL BE AS FOLLOWS: CONCRETE PLACED DIRECTLYAGAINST AND PERMANENTLY TO EARTH., 3p- - - - - - EXPOSED TO EARTH OR WEATHER: #6ANDLARGER: ---"------------ #5ANDSMALLER: __44{9'----------- ALL OTHERS PER THE LATEST EDITION OFACI 318. UNLESS NOTED OTHERWISE, LAP SPLICES IN CONCRETE SHALL BE CLASS "B" TENSION LAP SPLICES WITH A X-0" MINIMUM LAP PER THE LATEST EDITION OFACI 318. STAGGER ALTERNATE LAP SPLICES A MINIMUM OF ONE LAP LENGTH. WELDED WIRE FABRIC SHALL LAP A MINIMUM OF2" PLUS THE CROSS WIRE SPACING OR 6", WHICHEVER IS GREATER, AND BE TIED TOGETHER. ALL SPLICE LOCATIONS ARE SUBJECT TO APPROVAL AND SHALL BE MADE ONLY WHERE SHOWN ON THE DRAWINGS. SPLICED BARS SHALL BE PLACED AT THE SAME EFFECTIVE DEPTH UNLESS NOTED OTHERWISE. REINFORCING BARS NOTED AS "CONTINUOUS" SHALL BE FULLY CONTINUOUS AND MAY BE SPLICED ONLY WHERE APPROVED BY THE ENGINEER. REINFORCING BAR HOOKS SHALL BE STANDARD ACI HOOKS UNLESS NOTED OTHERWISE ON PLANS. EXTEND ALL HORIZONTAL REINFORCING CONTINUOUS AROUND CORNERS AND INTERSECTIONS OR PROVIDE BENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS OF WALLS AND FOOTINGS. DOWEL ALL VERTICAL REINFORCING TO THE FOUNDATION. SKEW HOOKS AS REQUIRED TO PROVIDE ADEQUATE CONCRETE COVER. CONCRETE COLUMN DOWEL EMBEDMENT SHALL BE A STANDARD COMPRESSION DOWEL EMBEDMENT LENGTH PER THE LATEST EDITION OFACI 318 UNLESS NOTED OTHERWISE ON PLANS. CONTRACTOR SHALL REFER TO TYPICAL DETAILS SHOWN ON CONTRACT DRAWINGS FOR ADDITIONAL REINFORCEMENT REQUIREMENTS. DOWELS SHALL MATCH VERTICAL REINFORCING SIZE AND SPACING. FOUNDATION DOWELS SHALL BE CONTINUOUS THROUGH THE STEM WALL AND LAP WITH REINFORCING ABOVE. ALL HORIZONTAL BOND BEAM REINFORCING SHALL BE CONTINUOUS AROUND CORNERS AND INTERSECTIONS, OR BENT CORNER BARS SHALL BE PROVIDED TO MATCH AND LAP HORIZONTAL BOND BEAM REINFORCING. HORIZONTAL JOINT REINFORCING SHALL BE LADDER TYPE IN SINGLE WYTHE CMU WALLS AND TRUSS TYPE IN BRICK OR MULTI-WYTHE WALLS. JOINT REINFORCING SHALL BE No. 9 GAUGE WIRE CONFORMING TO ASTM A82, SPACED AT A MAXIMUM OF 16" ON CENTER VERTICALLY. UNLESS NOTED OTHERWISE ON DRAWINGS MASONRY CONTROL JOINTS SHALL BE LOCATED SUCH THAT NO STRAIGHT RUN EXCEEDS 24'-0". COORDINATE JOINT LOCATIONS WITH ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO INSTALLATION. ERECTED MASONRY SHALL BE FOG SPRAYED EVERY 8 HOURS FOR THE FIRST 48 HOURS FOLLOWING INSTALLATION WHEN THE AIR TEMPERATURE EXCEEDS 100 DEGREES OR WHEN THE AIR TEMPERATURE EXCEEDS 90 DEGREES AND THE WIND VELOCITY IS GREATER THAN 8 MPH. FILL CORES OF MASONRY UNDER ALL BEARING PLATES FOR A WIDTH EQUAL TO 2 TIMES THE BEARING PLATE LENGTH FOR FULL HEIGHT FROM FOUNDATION TO BEARING PLATE. STRUCTURALSTEEL: STRUCTURAL STEEL WORK SHALL CONFORM TO THE FOLLOWING STANDARDS IN ADDITION TO BUILDING CODE AND ALL APPLICABLE STANDARDS. AISC - "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES". AISC - 'STRUCTURAL STEEL DETAILING MANUAL ". EXCEPT THAT AISC PARAGRAPH 4.2.1 SHALL BE MODIFIED BY DELETION OF THE FOLLOWING SENTENCE: " THIS APPROVAL CONSTITUTES THE OWNER'S ACCEPTANCE OFALL RESPONSIBILITY FOR THE DESIGN ADEQUACY OF ANY CONNECTIONS DESIGNED BY THE FABRICATOR AS A PART OF HIS PREPARATION OF THESE SHOP DRAWINGS. " STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING HOT ROLLED WIDE -FLANGE SHAPES ASTM A992 (Fy=50 KSI) ALL OTHER STRUCTURAL SHAPES AND PLATES ASTM A36 (Fy=36KSI) STRUCTURAL STEEL PIPE - ASTM A53 GRADE B (Fy=35 KSI) TUBULAR STEEL - ASTM A500 GRADE B (Fy=46 KSI) STRUCTURAL STEEL WHICH IS FURNISHED WITH A SPECIFIC MINIMUM YIELD POINT GREATER THAN 36, 000 PSI, THE ASTM OR OTHER SPECIFICATION DESIGNATION SHALL BE INCLUDED NEAR THE ERECTION MARK ON EACH SHIPPING ASSEMBLY OR IMPORTANT CONTSTRUCTION COMPONENT OVER ANY SHOP COAT OF PAINT PRIOR TO SHIPMENT FROM THE FABRICATOR'S PLANT. BOLTS SHALL BE -ASTM A325N (BEARING TYPE) HIGH STRENGTH BOLTS. BOLTS SHALL BE TIGHTENED TO THE SNUG -TIGHT CONDITION AS DEFINED BYAISC UNLESS NOTED OTHERWISE. BOLTS, ANCHOR BOLTS, EXPANSION BOLTS, ETC., SHALL BE INSTALLED WITH STEEL WASHERS ANCHOR BOLTS AND PLAIN THREADED BARS SHALL BE ASTM A36 OR A307, GRADE A. ANCHOR BOLTS SHALL BE PRESET WITH TEMPLATES AT REQUIRED LOCATIONS. LEVELING PLATES AND BEARING PLATES SHALL BE SET IN FULL BED OF NON -SHRINK GROUT (DRYPACK). STRUCTURAL STEEL FRAMING SHALL BE TRUE AND PLUMB BEFORE FINAL BOLTING OR WELDING OF CONNECTIONS. WELDING ELECTRODES SHALL CONFORM TO AWS D1.1, GRADE E70XX E90 SERIES ELECTRODES SHALL BE USED FOR ASTM A706 REINFORCING BARS. WELDED CONNECTIONS SHALL BE MADE BYAPPROVED, CERTIFIED WELDERS HAVING CURRENT EXPERIENCE IN TYPES OF WELDS SHOWN ON THE DRAWINGS. CONTRACTOR SHALL PRESENT A WELDER'S LICENSE CERTIFICATE FOR PROFICIENCY IN THAT TYPE OF WELDING DENOTED IN THE STRUCTURAL DRAWINGS TO THE SPECIAL INSPECTOR AT THE TIME OF INSPECTION. SPECIAL INSPECTION REPORT WILL NOT BE ISSUED TO THE CITY, CONTRACTOR, OR ANY OTHER PARTY WITHOUT THIS CERTIFICATE. ALL WELDS SHALL BE MADE IN CONFORMANCE WITH AWS STANDARDS. ALL WELDS SHOWN ON THE DRAWINGS ARE SHOP WELDS UNLESS NOTED OTHERWISE. THE CONTRACTOR MAY SHOP WELDOR FIELD WELD AT THEIR DISCRETION. FULL PENETRATION WELDS SHALL BE TESTEDAND CERTIFIED BYAN INDEPENDENT TESTING AGENCY. CONTRACTOR SHALL NOT MODIFY, CUT OR SPLICE ANY STRUCTURAL STEEL WITHOUT WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER. PROVIDE FABRICATOR'S STANDARD RUST- INHIBITING PRIMER SHOP PAINT FOR ALL STEEL SURFACES EXCEPT SURFACES ENCASED IN CONCRETE, OR TO RECEIVE SPRAYAPPLIED FIRE PROOFING. EPDXY GROUTING, EXPANSION ANCHORS AND SLEEVE ANCHORS: EPDXY GROUT SHALL BE SIMPSON SET-XP HIGH STRENGTH EPDXY.INSTALLATION SHALL BE IN CONFORMANCE WITH ICC REPORT NO. ESR-2508. EXPANSION ANCHORS SHALL BE SIMPSON DROP -IN AND WEDGE -ALL STUD ANCHORS. INSTALL PER ICC REPORT NO. ESR-1396. STRUCTURAL WOOD CONSTRUCTION: WOOD MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE FOLLOWING STANDARDS IN ADDITION TO BUILDING CODE AND ALL APPLICABLE STANDARDS. AITC - "TIMBER CONSTRUCTION MANUAL, PART Il, DESIGN SPECIFICATIONS" APA - "U.S. PRODUCT STANDARD PS 1-83 FOR CONSTRUCTIONAND INDUSTRIAL PLYWOOD" OR "PERFORMANCE STANDARDS PRP-108 FOR STRUCTURAL USE PANELS" CHAPTER 23 OF THE INTERNATIONAL BUILDING CODE. STRUCTURAL WOOD SHALL BE VISUALLY GRADED IN ACCORDANCE WITH ASTM D1990-96A OR ASTM D245. WOOD SHALL BE IDENTIFIED BYA GRADE MARK OR CERTIFICATE OF INSPECTION ISSUED BYA RECOGNIZED INSPECTIONAGENCY. ALL WOOD SHALL HAVE A MAXIMUM MOISTURE CONTENT OF 19% PRIOR TO INSTALLATION ALL SAWN LUMBER SHALL BE WITH THE FOLLOWING MINIMUM PROPERTIES: SINGLE ( (psi) F(psi) MEMBER GRADE USE Fb(psi) f (psi) PERPENDICULAR PARALLEL E (psi) TO GRAIN TO GRAIN 2" - 4" THICK, 2" & WIDER DF-L 900 180 625 1350 1, 600, 000 JOISTS, PLATES,BLOCKING NO.2 6x&LARGER DF-L 1350 170 625 925 1,600,000 BEAMS &STRINGERS NO. 1 6x&LARGER DF-L 1200 170 625 1000 1,600,000 POSTS & TIMBERS NO. 1 ALL WOOD STUD WALLS DF-L 900 180 625 1350 1,600,000 NO.2 ALL PLYWOOD SHALL CONFORM TO APA PS 1-83 OR APA PRP -108 AND HAVE AN EXTERIOR OR EXPOSURE 1 DURABILITY RATING AND SHALL BEAR THE STAMP OF AN ICC APPROVED TESTING AGENCY. LAY FLOOR AND ROOF PLYWOOD WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS AND STAGGER JOINTS ON ADJACENT ROWS. PROVIDE 1/8" SPACE AT ALL END AND EDGE JOINTS UNLESS OTHERWISE RECOMMENDED BY THE PLYWOOD MANUFACTURER. AT ROOFS USE PLYCLIPS AT MIDSPAN OF UNSUPPORTED SHEAR WALL SHEATHING EDGES. AT ALL SHEAR WALL LOCATIONS PROVIDE 2 x MINIMUM BLOCKING AT ALL UNSUPPORTED SHEATHING EDGES UNLESS NOTED OTHERWISE ON PLANS. ALL PLYWOOD NAILING SHALL BE WITH COMMON NAILS. UNLESS NOTED OTHERWISE ON PLANS, ALL PLYWOOD SHALL BE OF THE FOLLOWING MINIMUM THICKNESS, SPAN RATING, AND SHALL BE NAILED AS FOLLOWS: SPAN BOUNDARY EDGE FIELD USE THICKNESS RATING NAILING (B.N.) NAILING (E.N.) NAILING (FN.) TYP UNO UNO ROOF 112" 32116 8d AT 6" O.C. 8d AT 6" O.C. 8d AT 12" O.C. WALL SEE SHEAR WALL SCHEDULE ON SHEET S1.1 OTHER APA RATED STRUCTURAL PANELS (I.E. ORIENTED STRAND BOARD) CONFORMING TO APA PRP-108, PERFORMANCE STANDARDS AND POLICIES FOR STRUCTURAL USE PANELS MAYBE SUBSTITUTED FOR PLYWOOD IFAPPROVED IN WRITING BYTHEARCHITECT DURING THE BIDDING PROCESS. THESE STRUCTURAL PANELS SHALL HAVE THE SAME EXPOSURE DURABILITY RATING, THICKNESS AND SPAN RATING. FLOOR SHEATHING SHALL BE GLUED TO ALL FRAMING MEMBERS WITH AN ELASTOMERIC ADHESIVE CONFORMING TO ASTM D 3024, ASTM D 2559, APA SPECIFICATION AFG-01. NAILS FOR ALL FLOOR SHEATHING SHALL BE RING SHANK TYPE. ALL NAILING SHALL BE WITH COMMON TYPE NAILS. ALL NAILING NOT NOTED SHALL BE ACCORDING TO TABLE 2304.9.1 OF THE INTERNATIONAL BUILDING CODE. DOUBLE UP FLOOR JOISTS OR TRUSSES UNDER ALL PARTITIONS. DOUBLE UP JOISTS OR TRUSSES UNDER MECHANICAL EQUIPMENT. PROVIDE 2 x SOLID BLOCKING AT MIDSPAN AND SUPPORTS OF ALL JOISTS OR TRUSSES. DOUBLE UP STUDS AT JAMBS AND AT BEAM SUPPORTS IN BEARING WALLS, UNLESS OTHERWISE NOTED OR REQUIRED. DO NOT NOTCH, DRILL OR SPLICE JOISTS, BEAMS OR STRUCTURAL STUDS WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. HANGERS AND OTHER MISCELLANEOUS FRAMING ANCHORS SHALL BE AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY OR AN APPROVED EQUAL WITH CURRENT ICC APPROVAL. MULTIPLE, SKEWED AND OR SLOPED HANGERS SHALL BE SUPPLIED BY THE CONTRACTOR WHERE NECESSARY. ALL NAIL HOLES IN HANGERS AND MISCELLANEOUS FRAMING ANCHORS SHALL BE FILLED WITH NAILS OF THE LARGEST SIZE SHOWN IN THE MANUFACTURER'S LATEST CATALOG. EXTERIOR WOOD STUD WALLS AND INTERIOR WOOD STUD BEARING WALLS SHALL BE 2 x 6 AT 16 INCHES ON CENTER UNLESS NOTED OTHERWISE ON PLANS. SILL PLATE ANCHOR BOLTS SHALL BE 112" DIAMETER PLACED NOT TO EXCEED 4'-O" ON CENTER UNLESS NOTED OTHERWISE ON PLANS. ANCHOR BOLTS SHALL BE PLACED AT ALL JAMBS, CORNERS, INTERSECTIONS AND WALL ENDS. ALL SILL PLATES SHALL HAVE A MINIMUM OF 2 BOLTS. ALL WOOD PERMANENTLY EXPOSED TO THE WEATHER, IN CONTACT WITH EXTERIOR CONCRETE OR MASONRY OR IN CONTACT WITH THE GROUND SHALL HAVE A PRESERVATIVE TREATMENT EQUAL TO 0.4 P.C.F. RETENTION OF PRESSURE INJECTED CCA. blolliUl/zfiyj1•3zfol5vois]oll►lxfiril'3� ZC9/J(KUJCr7.7.11a ALL BOLTS AND LAG SCREWS SHALL CONFORM TO ASTM A307. USE STEEL WASHER BETWEEN HEAD OF BOLT OR LAG SCREW AND WOOD. USE STEEL WASHER BETWEEN NUT AND WOOD. ALL FASTENERS USED FOR PRESERVATIVE TREATED WOOD SHALL BE GALVANIZED. PRE -FABRICATED WOOD TRUSSES: (DEFERRED SUBMITTAL): PRE -FABRICATED WOOD TRUSS DESIGN, MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE FOLLOWING STANDARDS IN ADDITION TO BUILDING CODEAND ALL APPLICABLE STANDARDS. AITC - "TIMBER CONSTRUCTION MANUAL, PART 11, DESIGN SPECIFICATIONS" TPI - 'DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES"AND CHAPTER 23 OF THE INTERNATIONAL BUILDING CODE. WOOD TRUSSES SHALL BE DESIGNED TO SUPPORT THE DEAD, LIVE, MECHANICAL AND LATERAL LOADS INDICATED ON THE PLANS. WOOD TRUSS FABRICATOR SHALL SUBMIT CALCULATIONS TO THE ENGINEER FOR REVIEW PRIOR TO INSTALLATION. THE CALCULATIONS MUST BE STAMPED BYAN ENGINEER REGISTERED IN THE STATE IN WHICH THE BUILDING IS LOCATED. CALCULATIONS SHALL INCLUDE STRESS RATIOS FOR INDIVIDUAL MEMBERS INCLUDING PLATES DEFLECTION CALCULATIONS AND SHALL INDICATE CAMBERS. THE CALCULATIONS SHALL ALSO INCLUDE THE DESIGN OFALL TRUSS TO TRUSS HANGERS. STRESS RATIOS FOR FLOOR MEMBERS SHALL NOT EXCEED 1.0 FOR COMBINED DEAD, LIVE AND MECHANICAL LOADS. STRESS RATIOS FOR ROOF MEMBERS SHALL NOT EXCEED 1.25 FOR COMBINED DEAD, LIVE AND MECHANICAL LOADS. STRESS RATIOS SHALL NOT EXCEED 1.33 FOR ANY LOAD COMBINATION WHERE WIND OR SEISMIC LOADS ARE INCLUDED. LIVE LOAD DEFLECTIONS FOR WOOD TRUSSES SHALL BE LIMITED TO U480 FOR FLOORS AND U360 FOR ROOF. SIMPLE SPANS AND CANTILEVER SPANS SHALL BE LIMITED TO L/720. WOOD TRUSSES SHALL BE CAMBERED AS REQUIRED PER DESIGN CODES. THE TRUSS MANUFACTURER/DESIGNER SHALL REFER TO PLANS AND DETAILS FOR ADDITIONAL DEAD AND LIVE LOADS APPLIED AS POINT LOAD AND UNIFORM LOADS AND WIND OR SEESMIC LOADS APPLIED AS AXIAL LOADS FOR THE DESIGN OF GIRDER TRUSS/SPECIAL DESIGN TRUSS IN ADDITION TO ALL THE LOADS AS SPECIFIED BY THIS SHEET AND GOVERNING CODE. THE TRUSS MANUFACTURER SHALL SIZE THE CHORD AND WEB MEMBERS OF SUFFICIENT SIZE TO ACCEPT HANGERS AND MISCELLANEOUS CONNECTORS SHOWN ON THE PLANS. ALL CONNECTORS ARE THE DESIGN RESPONSIBILITY OF THE TRUSS MANUFACTURER AND SHALL HAVE CURRENT ICC APPROVAL AND SHALL BE DESIGNED AND SIZED FOR TWICE THE CALCULATED LOAD. NO OFFSETS FOR CONNECTIONS SHALL BE PERMITTED. WOOD TRUSSES MUST BE ERECTED AND BRACED ACCORDING TO THE PROCEDURES DESCRIBED IN" BRACING WOOD TRUSSES: COMMENTARYAND RECOMMENDATIONS" PUBLISHED BY THE TRUSS PLATE INSTITUTE. ALL TRUSS TO TRUSS HANGERS SHALL BE DESIGNED AND SUPPLIED BY THE TRUSS MANUFACTURER . ALL HANGERS SHALL BE BY SIMPSON STRONG TIE OR AN ICC APPROVED EQUAL. ADDITIONAL TRUSSES SHALL BE SUPPLIED AS REQUIRED TO SUPPORT MECHANICAL EQUIPMENT AS SHOWN ON MECHANICAL DRAWINGS. MECHANICAL EQUIPMENT IS SHOWN ON STRUCTURAL PLANS JUST AS AN AID TO THE CONTRACTOR. CONTRACTOR TO COORDINATE/VERIFY/USE ALL MECHANICAL EQUIPMENT LOCATIONS, WEIGHTS, AND ALL OTHER INFORMATION PER MECHANICAL DRAWINGS. TOP CHORD OF TRUSSES SHALL BE CONSTRUCTED OF WOOD WITH A MINIMUM SPECIFIC GRAVITY OF 0.49 ROOF TRUSS DESIGN SHOULD ACCOMMODATE 15" DIA. MECH. DUCT THRU. THE OPEN WEB SPACE (TYP.) PRE-ENGINEERED PLYWOOD WEB JOISTS: (DEFERRED SUBMITTAL): PRE-ENGINEERED PLYWOOD WEB JOISTS MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE FOLLOWING STANDARDS IN ADDITION TO BUILDING CODE AND ALL APPLICABLE STANDARDS. AITC - "TIMBER CONSTRUCTION MANUAL, PART H, DESIGN SPECIFICATIONS" APA - "U.S. PRODUCT STANDARD PS 1-83 FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD" OR "PERFORMANCE STANDARDS PRP-108 FOR STRUCTURAL USE PANELS" CHAPTER 23 OF THE INTERNATIONAL BUILDING CODE. ICC - "INTERNATIONAL CODE COUNCIL" PRE-ENGINEERED PLYWOOD WEB JOISTS SHALL BE DESIGNED TO SUPPORT THE DEAD, LIVE, MECHANICAL AND LATERAL LOADS INDICATED ON THE PLANS. PRE-ENGINEERED PLYWOOD WEB JOISTS SHALL HAVE CURRENT ICC APPROVAL PRE-ENGINEERED PLYWOOD WEB JOIST FABRICATOR SHALL SUBMIT CALCULATIONS TO THE ENGINEER FOR REVIEW PRIOR TO INSTALLATION. THE CALCULATIONS MUST BE STAMPED BYA CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE IN WHICH THE BUILDING IS LOCATED. CALCULATIONS SHALL INCLUDE STRESS RATIOS, DEFLECTION CALCULATIONS AND SHALL INDICATE CAMBERS. STRESS RATIOS FOR FLOOR MEMBERS SHALL NOT EXCEED 1.0 FOR COMBINED DEAD, LIVE AND MECHANICAL LOADS. STRESS RATIOS SHALL NOT EXCEED 1.33 FOR ANY LOAD COMBINATION WHERE WIND OR SEISMIC LOADS ARE INCLUDED. LIVE LOAD DEFLECTIONS FOR WOOD JOISTS SHALL BE LIMITED TO U480 FOR SIMPLE SPANS. ADDITIONAL JOISTS SHALL BE SUPPLIED AS REQUIRED TO SUPPORT MECHANICAL EQUIPMENT OR MECHANICAL EQUIPMENT OPENING. ALL CONNECTORS SPECIFIED BY THE MANUFACTURER SHALL HAVE CURRENT ICC APPROVAL AND EVALUATION REPORT. THE MANUFACTURER SHALL SUPPLY MULTIPLE, SKEWED AND OR SLOPED HANGERS AS NECESSARY. ANY OPENINGS IN JOISTS FOR MECHANICAL DUCT WORK SHALL BE AS PER THE SPECIFICATIONS OF JOIST MANUFACTURER AND DESIGNER. PROVIDE TJI BLOCKING, TENSION BRIDGING PER TJI MANUFACTURER REQUIREMENTS/SPECIFICATIONS. GLUE LAMINATED WOOD BEAMS: GLULAM BEAMS OUTER LAMINATIONS SHALL BE DOUGLAS FIR-LARCHAND HAVE THE FOLLOWING MINIMUM PROPERTIES: SINGLE USE Fb(psi) �x(psi) E(psi) 2400 265 1,800,000 BEAMS CANTILEVERING OVER SUPPORTS AND BEAMS CONTINUOUS OVER SUPPORT SHALL HAVE SPECIFIED MINIMUM PROPERTIES ON TOP AND BOTTOM. FABRICATION AND HANDLING SHALL BE PER THE LATEST EDITION OF THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) STANDARDS. ALL BEAMS SHALL BEAR THE AITC CERTIFICATE AND GRADE STAMP. ALL BEAMS SHALL BE FABRICATED WITH WATER PROOF GLUE. APPEARANCE GRADE SHALL BE AS REQUIRED ON THE ARCHITECTURAL DRAWINGS. ALL BEAMS SHALL HAVE A MINIMUM STANDARD CAMBER USING A 2000 FOOT RADIUS UNLESS NOTED OTHERWISE ON PLANS. STATEMENT OF SPECIAL INSPECTIONS: THE FOLLOWING INSPECTION REQUIREMENTS ARE IN ADDITION TO THE INSPECTIONS REQUIRED BY SECTION 109 OF THE IBC. SPECIAL INSPECTIONS SHALL BE PERFORMED BYA QUALIFIED INSPECTOR APPROVED BY THE ARCHITECT AND BUILDING OFFICIAL. SPECIAL INSPECTIONS SHALL BE PERFORMED BYA QUALIFIED INSPECTOR UNDER THE DIRECT SUPERVISION OFA STATE REGISTERED ENGINEER WHO IS FAMILIAR WITH THE STRUCTURAL DESIGN OF THIS PROJECT. THE SPECIAL INSPECTION CERTIFICATE SHALL BE SEALED BY THE SUPERVISING ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A MINIMUM 48 HOUR NOTICE TO THE SPECIAL INSPECTOR AND THE TESTING LABORATORY PRIOR TO BEGINNING ANY WORK FOR WHICH SPECIAL INSPECTION OR TESTING IS REQUIRED. SPECIAL INSPECTION IS REQUIRED DURING THE FOLLOWING OPERATIONS PER IBC CHAPTER 17. REQUIRED VERIFICATION & INSPECTION OF CONCRETE CONSTRUCTION REFERENCED VERIFICATION AND INSPECTION CONTINUOUS PERIODIC STANDARD IBC REFERENCE 1. INSPECTIONS OF REINFORCING STEEL, INCLUDING X ACI 318: 3.5, 7.1-77 1913.4 PRESTRESSING TENDONS, AND PLACEMENT. 2. INSPECT BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND DURING PLACEMENT OF X 1911.5 CONCRETE. 3. VERIFYING USE OF REQUIRED DESIGN MIX. - X ACI 318: CH. 4, 5.2-5.4 1904.2.Z 1913.2, 1913.3 4. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, ASTM C 172 PERFORM SLUMP AND AIR CONTENT TESTS, AND X � ASTM C 31 1913.10 DETERMINE THE TEMPERATURE OF THE ACI 318: 5.6, 5.8 CONCRETE. 5. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION X - ACI 318: 5.9, 5.10 1913.6, 1913.7, TECHNIQUES. 1913.8 6. INSPECTION FOR MAINTENANCE OF SPECIFIED X ACI 318: 5.11-5.13 1913.9 CURING TEMPERATURE AND TECHNIQUES. 7. INSPECTION OF PRESTRESSED CONCRETE., a.) APPLICATION OF PRESTRESSING X FORCES. - ACI318.,18.20 b.) GROUTING OF BONDED x' ACI 318: 18.18.4 PRESTRESSING TENDONS IN THE SEI SMI C-FORCE-REST S TI NG SYSTEM. 8. ERECTION OF PRECAST CONCRETE MEMBERS. � x' ACI 318: CH. 16 9. VERIFICATION OF IN -SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN POSTTENSIONED CONCRETE AND PRIOR TO � X ACI 318: 6.2 1704.3.2 REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS. 10. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING - X ACI 318: 6.1.1 FORMED. CONCRETE TESTING REQUIREMENTS 1. CONCRETE STRENGTH AND SLUMP SHALL BE TESTED IN ACCORDANCE WITH ASTM C31, C39 AND C143 BY A QUALIFIED TESTING AGENCY. SAMPLES OF 3 TEST CYLINDERS SHALL BE TAKEN AT LEAST ONCE FOR EACH 50 CUBIC YARDS OF CONCRETE PLACED AND AT LEAST ONCE PER DAY OF OPERATION. THE RESULTS OF THESE ANALYSES SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER FOR REVIEW. NOTE: X INDICATES ITEM REQUIRED TO BE PERFORMED REQUIRED VERIFICATION & INSPECTION OF STEEL CONSTRUCTION REFERENCED VERIFICATION AND INSPECTION CONTINUOUS PERIODIC STANDARD IBC REFERENCE 1. MATERIAL VERIFICATION OF HIGH -STRENGTH BOLTS, NUTS AND WASHERS: a. IDENTIFICATION MARKINGS TO CONFORM APPLICABLE ASTM MATERIAL TO ASTM STANDARDS SPECIFIED IN THE � X SPECIFICATIONS; AISC 360, APPROVED CONSTRUCTION DOCUMENTS. SECTION A3.3 b. MANUFACTURER'S CERTIFICATE OF X COMPLIANCE REQUIRED. 2. INSPECTION OF HIGH -STRENGTH BOLTING: a. BEARING -TYPE CONNECTIONS. � X AISC 360, SECTION M2.5 1704.3.3 3. INSPECTION OF WELDING: a. STRUCTURAL STEEL: _ _ 1) COMPLETE AND PARTIAL PENETRATION X GROOVE WELDS. AWS D 1.1 1704.3.1 2) MULTIPASS FILLET WELDS. X 3) SINGLE -PASS FILLET WELDS > 5/16" X 4) SINGLE -PASS FILLET WELDS <5116" _ � X 5) FLOOR AND ROOF DECK WELDS. � X AWS D 1.3 b. REINFORCING STEEL: 1) VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHER THAN - X AWS D1.4 ASTM A 706. ACI 318:3.5.2 2) SHEAR REINFORCEMENT. X 3) OTHER REINFORCING STEEL. � X 4. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE WITH APPROVED - X - 1704.3.2 CONSTRUCTION DOCUMENTS: NOTE., X INDICATES ITEM REQUIRED TO BE PERFORMED REQUIRED VERIFICATION & INSPECTION OF SOILS (TO BE PERFORMED BY SOIL ENGINEER) VERIFICATION AND INSPECTION TASK CONTINUOUS DURING TASK LISTED PERIODICALLY DURING TASK LISTED 1. VERIFY MATERIALS BELOW FOOTINGS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING � X CAPACITY. 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER - X MATERIAL. 3. PERFORM CLASSIFICATION AND TESTING OF X CONTROLLED FILL MATERIAL. 4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND X COMPACTION OF CONTROLLED FILL. 5. PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE SUBGRADEAND VERIFY THAT SITE � X HAS BEEN PREPARED PROPERLY. NOTE., X INDICATES ITEM REQUIRED TO BE PERFORMED GRADING, EXCAVATIONAND FILLING: DURING EARTH WORK EXCAVATIONS, GRADING AND FILLING OPERATIONS AS REQUIRED TO SATISFY REQUIREMENTS OF IBC CHAPTER 18 AND APPENDIX CHAPTER 33. SEE SOILS REPORT FOR ADDITIONAL INFORMATION. THESE INSPECTIONS SHALL BE PERFORMED BYAN INDEPENDENT TESTING LABORATORY UNDER THE DIRECT SUPERVISION OF THE GEOTECHNICAL ENGINEER. CAISSON: DURING DRILLING AND PLACEMENT OFALL CONCRETE AND REINFORCING STEEL. EXPANSION AND SLEEVE ANCHORING: REVIEW TORQUE OFALL BOLTS TO ENSURE THAT INSTALLATION AND EMBEDMENT REQUIREMENTS HAVE BEEN MET. SPECIAL INSPECTION REQUIREMENTS SHALL FOLLOW ICC REPORT ESR # 1396 SECTION 4.2. EPDXY GROUTING: DURING INSTALLATION OFALL BARS AND BOLTS TO ENSURE THAT INSTALLATION AND EMBEDMENT REQUIREMENTS HAVE BEEN MET. SPECIAL INSPECTION REQUIREMENTS SHALL FOLLOW ICC REPORT ESR # 1772 SECTION 4.4. ANCHOR BOLTS: PRIOR TO AND DURING PLACEMENT OF CONCRETE. STEEL FABRICATORS SPECIAL INSPECTION OF STEEL FABRICATORS SHALL BE PER IBC SECTION 1704.3, AND REQUIRED FOR ANY WELDING, THERMAL CUTTING AND HEATING OPERATION OFANY KIND. DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: THE SPECIAL INSPECTOR SHALL OBSERVE THE WORKASSIGNED FOR CONFORMANCE WITH THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL AND TO THE ENGINEER AND ARCHITECT OF RECORD. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. THEN, IF THE DISCREPANCY IS UNCORRECTED IT SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER, ARCHITECT OF RECORD AND THE BUILDING OFFICIAL. UPON COMPLETION OF THE ASSIGNED WORK THE SPECIAL INSPECTOR SHALL COMPLETE AND SIGN A FINAL REPORT CERTIFYING THAT TO THE BEST OF THE INSPECTOR'S KNOWLEDGE. THE WORK IS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THEAPPLICABLE WORKMANSHIP PROVISIONS OF THE CODE. SHOP DRAWINGS: SHOP DRAWINGS FOR STRUCTURAL ELEMENTS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER OF RECORD FOR REVIEW AND FOUND IN CONFORMANCE WITH THE CONTRACT DOCUMENTS PRIOR TO FABRICATION. SHOP DRAWINGS SHALL INCLUDE ALL ITEMS NECESSARY FOR COMPLETE INSTALLATION INCLUDING ITEMS THAT ARE IN ADDITION TO ITEMS REQUIRED BY CONTRACT DOCUMENTS. THE CONSTRUCTION DOCUMENTS SHALL NOT BE REPRODUCED FOR USE AS SHOP DRAWINGS. THE GENERAL CONTRACTOR SHALL REVIEW AND STAMP ALL SHOP DRAWINGS AND PRODUCT DATA FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS PRIOR TO SUBMITTAL TO THE STRUCTURAL ENGINEER. ANY SHOP DRAWINGS OR PRODUCT DATA NOT REVIEWED AND STAMPED BY THE GENERAL CONTRACTOR WILL BE RETURNED WITHOUT REVIEW. THE CONTRACTOR SHALL CLOUD OR FLAG ALL ITEMS NOT IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL VERIFYALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. ANY CHANGES, SUBSTITUTIONS, OR DEVIATIONS FROM THE CONTRACT DRAWINGS SHALL BE CLOUDED BY THE MANUFACTURER OR FABRICATOR. ANY CHANGES, SUBSTITUTIONS, OR DEVIATIONS WHICH ARE NOT CLOUDED OR FLAGGED BY SUBMITTING PARTIES, SHALL NOT BE ALLOWED UNLESS NOTED OTHERWISE DURING THE REVIEW PROCESS BY THE STRUCTURAL ENGINEER. THE STRUCTURAL ENGINEER RESERVES THE RIGHT TO ALLOW OR NOT ALLOW ANY CHANGES TO THE ORIGINAL CONTRACT DRAWINGS AT ANY TIME BEFORE OR AFTER THE SHOP DRAWING REVIEW. THE SHOP DRAWINGS DO NOT REPLACE THE ORIGINAL CONTRACT DOCUMENTS. ITEMS OMITTED OR SHOWN INCORRECTLYAND WHICH ARE NOT NOTED AS ALLOWED BY THE STRUCTURAL ENGINEER OR ARCHITECT SHALL NOT BE CONSIDERED AS ACCEPTABLE CHANGES TO THE ORIGINAL CONTRACT DOCUMENTS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ITEMS OMITTED OR SHOWN INCORRECTLYARE CONSIDERED IN ACCORDANCE WITH THE ORIGINAL CONTRACT DOCUMENTS. ALL ENGINEERING DESIGNS AND LAYOUTS PERFORMED BY OTHERS SHALL BE SEALED BYA CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE IN WHICH THE BUILDING IS LOCATED. REVIEWING SHOP DRAWINGS IS INTENDED ONLYAS AN AID TO THE GENERAL CONTRACTOR. THE RESPONSIBILITY FOR CORRECTNESS AND COMPLETENESS SHALL REST WITH THE GENERAL CONTRACTOR. SHOP DRAWINGS SHALL BE RETURNED FOR RESUBMITTAL IF MAJOR ERRORS ARE FOUND DURING REVIEW PROCESS. DEFERRED SUBMITTALS: THE FOLLOWING ITEMS SHALL BE ISSUED AS DEFERRED SUBMITTALS PER SECTION 106.3.4.2 OF THE INTERNATIONAL BUILDING CODE. PREFABRICATED WOOD TRUSSES PRE-ENGINEERED PLYWOOD WEB JOISTS (I -JOISTS) ALL ITEMS ISSUED AS DEFERRED SUBMITTALS SHALL BE ISSUED A MINIMUM OF 30 DAYS PRIOR TO INSTALLATION AND SHALL NOT BE INSTALLED OR FABRICATED UNTIL THEIR DESIGN AND SUBMITTAL HAVE BEEN APPROVED BY THE BUILDING OFFICIAL AND STRUCTURAL ENGINEER. ALL DEFERRED SUBMITTAL ITEMS SHALL BE SEALED AND SIGNED BY THE ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED. STRUCTURAL OBSERVATIONS: STRUCTURAL OBSERVATIONS ARE THE VISUAL OBSERVATIONS OF THE STRUCTURAL SYSTEM FOR GENERAL CONFORMANCE TO THE APPROVED CONSTRUCTION DOCUMENTS AT SIGNIFICANT CONSTRUCTION STAGES, AND AT COMPLETION OF THE STRUCTURAL SYSTEM. STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR ANY SPECIAL INSPECTIONS REQUIRED. 1. THE OWNER SHALL EMPLOYA REGISTERED STRUCTURAL ENGINEER TO PERFORM STRUCTURAL OBSERVATIONS DURING CONSTRUCTION. IT IS RECOMMENDED THAT THE ENGINEER OF RECORD BE RETAINED AS THE STRUCTURAL OBSERVER, AS HE IS THE MOST FAMILIAR WITH THE STRUCTURAL SYSTEM. 2. THE CONTRACTOR SHALL NOTIFY THE STRUCTURAL OBSERVER AT THE STAGES OF CONSTRUCTION INDICATED ON THE DRAWINGS, 5 BUSINESS DAYS IN ADVANCE OF THE REQUESTED OBSERVATION. THE STATE OF COMPLETION AT THE TIME OF THE OBSERVATION SHALL ALLOW FOR CORRECTION OF POTENTIAL DEFICIENCIES WITHOUT SUBSTANTIAL REMOVAL OF COMPLETED WORK. 3. THE STRUCTURAL OBSERVER SHALL PREPARE A WRITTEN OBSERVATION REPORT AFTER EACH VISIT. DEFICIENCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. AT THE CONCLUSION OF THE WORK INCLUDED IN THE PERMIT, THE STRUCTURAL OBSERVER SHALL PREPARE FOR THE BUILDING OFFICIAL A WRITTEN STATEMENT THAT THE OBSERVATIONS HAVE BEEN MADE, AND IDENTIFYANY REPORTED DEFICIENCIES WHICH, TO THE BEST OF THE STRUCTURAL OBSERVER'S KNOWLEDGE, HAVE NOT BEEN RESOLVED. FOLLOWING ITEMS REQUIRE STRUCTURAL OBSERVATIONS: 1. SHEAR WALLS END HOLDOWNS AND SILL ANCHOR BOLTS AND NAILING 2. ROOF DIAPHRAGM NAILING ABBREVIATIONS A.B. C. - - AGGREGATE BASE COURSE HORIZ � - HORIZONTAL A/C - -AIR CONDITIONER K(KIP) � � 1000 POUNDS A.F.F.- -ABOVE FINISHED FLOOR KLF KIPS PER LINEAR FOOT ALT.- -ALTERNATE L.L. LIVE LOAD A.B. � -ANCHOR BOLT LBS (#) � - POUNDS @ - -AT (MEASUREMENT) LLH LONG LEG HORIZONTAL BM - - BEAM LLV LONG LEG VERTICAL B.N. - -BOUNDARY NAILING MASS MASONRY B.F.F- -BELOW FINISHED FLOOR MAS C.J. � � MASONRY CONTROL JOINT B.O.B.- -BOTTOMOFBEAM MAC MAXIMUM B.O. D.- - BOTTOM OF DECK MECH'L � - MECHANICAL B.O.F.- -BOTTOM OF FOOTING MFR('S) � � MANUFACTURER('S) BRG- -BEARING MIN MINIMUM C.C. - -CENTERLINE TO CENTERLINE (N) NEW C.I.P- -CASTINPLACE N/A NOTAPPLICABLE C.L. - -CENTERLINE N.TS.� �NOTTOSCALE C.L.B.- -CENTERLINEOFBEAM O.C. ON CENTER C.L.C.- -CENTERLINE OF COLUMN O.F.W. OUTSIDE FACE OF WALL C.L.F.- -CENTERLINEOFFOOTING OPP� OPPOSITE C.L.W.- -CENTERLINE OF WALL P.C. PRECAST CONCRETE CLR � - CLEAR PLF POUNDS PER LINEAR FOOT CONC- -CONCRETE + PLUS OR MINUS C.P. - - COMPLETE PENETRATION PREFAB - - PREFABRICATED C.J. - -CRACKCONTROLJOINT PSF POUNDS PER SQUARE FOOT C.M.U.- -CONCRETE MASONRY UNIT PSI POUNDS PER SQUARE INCH CONN- -CONNECTION REINF� REINFORCING CONT- - CONTINUOUS SLH SHORT LEG HORIZONTAL DF-L - - DOUGLAS FIR -LARCH SLV SHORT LEG VERTICAL D.L.- -DEADLOAD SIM SIMILAR 0 OR DIA. DIAMETER SQ. SQUARE DN � � DOWN STAGD: � - STAGGERED DWG(S)- -DRAWING(S) STD STANDARD (E) - -EXISTING STL STEEL E.C. - -END TO CENTERLINE T.C. TOP CHORD E.N. � �EDGENAILING T.L. TOTAL LOAD E.O. S. - - EDGE OF SLAB T.O.B. � � TOP OF BEAM EQ - - EQUAL T.O.C. T. � - TOP OF CONCRETE TOPPING EQUIP EQUIPMENT T O.D. � TOP OF DECK EXP. BOLT � EXPANSION BOLT T.O.F. � � TOP OF FOOTING EXP. JT(E.J.) - EXPANSION JOINT T.O.L. � � TOP OF LEDGER E. W. � � EACH WAY T.O.M. � � TOP OF MASONRY FIG. � � FIGURE T.O.P. � � TOP OF PLATE F.F. � � FINISHED FLOOR T.O.P.C. � - TOP OF PRECAST CONCRETE F.N. � � FIELD NAILING T.O.S. � � TOP OF STEEL F.O.M.- � FACE OF MEMBER T.O.W. � � TOP OF WALL F.O.S. � � FACE OF STEEL TYP TYPICAL F.O.W.- -FACE OF WALL U.N.O.- - UNLESS NOTED OTHERWISE GA � � GAGE VERT - � VERTICAL GALV � � GALVANIZED WL� WIND LOAD G.S.N.� � GENERAL STRUCTURAL NOTES W.W.F� � WELDED WIRE FABRIC GLB (GLULAM) GLUED -LAMINATED BEAM W/ WITH I.F.W.- �INSIDEFACEOFWALL W/O WITHOUT STRUCTURALSHEELINDEX SHEET NO. CONTENT S0.1 GENERAL STRUCTURAL NOTES S0.2 GENERAL STRUCTURAL NOTES, TYP. DETAILS S1.1 FOUNDATION PLAN S2.1 ROOF FRAMING PLAN S3.1 FOUNDATION DETAILS S4.1 FRAMING DETAILS S4.2 FRAMING DETAILS NAILING SCHEDULE ( IBC 2006 TABLE 2304.9.1 ) CONNECTION FASTENING (A,M) LOCATION 3-8d COMMON (2-1/2 xO.131') 1. JOIST TO SILL OR GIRDER 3-3'xO.131"NAILS TOENAIL 3-3" 14 GAGE STAPLES 2-8d COMMON (2-1/2 xO.131 ) 2. BRIDGING TO JOIST 2-3"xO.131"MAILS TOENAIL EACH END 2-3" 14 GAGE STAPLES 3. 1 "x6" SUBFLOOR OR LESS TO EACH JOIST 2-8d COMMON (2-1/2 xO.131') FACE NAIL 4. WIDER THAN 1'x6" SUBFLOOR TO EACH JOIST 3-8d COMMON (2-1/2'x0.131') FACE NAIL 5. 2" SUBFLOOR TO JOIST OR GIRDER 2-16d COMMON (3-1/2'xO.162) BLIND AND FACE NAIL 6. SOLE PLATE TO JOIST OR BLOCKING 16d (3-1/2'x0.135) AT 16" O.C. 3 xO.131"NAILS AT 8" O.C. 3" 14 GAGE STAPLES AT 12" O. C. TYPICAL FACE NAIL 3-16d 3-1/2x0.135" AT 16" SOLE PLATE TO JOIST OR BLOCKING AT BRACED 4-3 xO.131 " NAILS AT 16" WALL PANEL 4-3" 14 GAGE STAPLES PER 16" BRACED WALL PANELS 2-16d COMMON (3-1/2'x0.162) 3-3'xO.131 " NAILS 7. TOP PLATE TO STUD 3-3" 14 GAGE STAPLES END NAIL 4-8d COMMON (2-1/2 xO.131') TOENAIL 8. STUD TO SOLE PLATE 4-3'xO.131"NAILS 3-3" 14 GAGE STAPLES 2-16d COMMON (3-1/2'xO.162 ) 3-3'xO.131 " NAILS 3-3" 14 GAGE STAPLES END NAIL 16d (3-1/2'x0.135)AT 24" O. C. 9. DOUBLE STUDS 3 xO.131" NAIL AT 12" O.C. FACE NAIL 3" 14 GAGE STAPLE AT 8" O.C. 10. DOUBLE TOP PLATES 16d (3-1/2'xO.135)AT 16"O.C. 3 xO.131" NAIL AT 12" O.C. TYPICAL FACE NAIL 3" 14 GAGE STAPLE AT 12" O.C. 8-16d COMMON (3-1/2'x0.162') 12-3 xO.131"NAILS LAP SPLICE DOUBLE TOP PLATES 12-3" 14 GAGE STAPLES TYPICAL FACE NAIL 3-8d COMMON (2-1/2 xO.131) 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3-3'xO.131"NAILS TOENAIL 3" 14 GAGE STAPLES 8d (2-1/2 xO.131)AT 6" (152 MM) O.C. 12. RIM JOIST TO TOP PLATE 3 xO.131" NAIL AT 16" O.C. TOENAIL 3-3" 14 GAGE STAPLES AT 6" O.C. 2-16d COMMON (3-1/2'x0.162) 13. TOP PLATES, LAPS AND INTERSECTIONS 3-3'xO.131 "NAILS FACE NAIL 3-3" 14 GAGE STAPLES 14. CONTINUOUS HEADER, TWO PIECES 16d COMMON (3-1/2"x0.162') 16" O.C. ALONG EDGE 3-8d COMMON (2-1/2 xO.131) 15. CEILING JOIST TO PLATE 5-3'xO.131"NAILS TOENAIL 5-3" 14 GAGE STAPLES 16. CONTINUOUS HEADER TO STUD 4-8d COMMON (2-1/2 xO.131') TOENAIL 17. CEILING JOIST, LAPS OVER PARTITIONS 3-16d COMMON(3-1/2"x0.162) MIN., TABLE 2308.10.4.1 FACE NAIL (SEE SECTION 2308.10.4.1, TABLE 2308.10.4.1 4-3"xO.131"NAILS, 4-3" 14 GAGE STAPLES 18. CEILING JOIST TO PARALLEL RAFTERS 3-16d COMMON(3-1/Z"xO.162') MIN., (SEE SECTION 2308.10.4.1, TABLE 2308.10.4.1 TABLE 2308.10.4.1 FACE NAIL 4-3'xO.131"NAILS, 4-3"14GAGESTAPLES 19. RAFTER TO PLATE 3-8d COMMON (2-1/2"xO.131') (SEE SECTION2308.10.1, TABLE2308.10.1 3-3"xO.131"NAILS TOENAIL 3-3" 14 GAGE STAPLES 2-8d COMMON (2-1/2 xO.131) 20. 1 " DIAGONAL BRACE TO EACH STUD AND PLATE 2-3'xO.131 " NAILS FACE NAIL 2-3" 14 GAGE STAPLES 21. 1'x8" SHEATHING TO EACH BEARING WALL 2-8d COMMON (2-1/2xO.131') FACE NAIL 22. WIDER THAN 1'x8" SHEATHING TO EACH BEARING 3-8d COMMON (2-1/2'x0.131') FACE NAIL 16d COMMON (3-1/2""x0.162) 24" O.C. 23. BUILT-UP CORNER STUDS 3 xO.131 " NAILS 16" O. C. 3" 14 GAGE STAPLES 16" O. C. 20d COMMON (4'x0.192) 32" O.C. 24. BUILT-UP GIRDER AND BEAMS 3 xO.131" NAILS AT 24" D.C. FACE NAIL AT TOP AND 3" 14 GAGE STAPLES AT 24" O.C. BOTTOM STAGGERED ON OPPOSITE SIDES 2-20d COMMON (4 x0.192 3-3'xO.131 " NAILS FACE NAIL AT ENDS AND 3-3" 14 GAGE STAPLES AT EACH SPLICE 25. 2" PLANKS 16d COMMON (3-1/2 x0.162') AT EACH BEARING 3-10d COMMON (3 xO.148 26. COLLAR TIE TO RAFTER 4-3 xO.131"NAILS FACENAIL 4-3" 14 GAGE STAPLES FACE NAIL 3-10d COMMON (3 xO.148) 4-3'xO.131 " NAILS TOENAIL 4-3" 14 GAGE STAPLES 27. JACK RAFTER TO HIP 2-16 COMMON (3-1/2 xO.162') 3-3'xO.131 " NAILS FACE NAIL 3-3" 14 GAGE STAPLES 2-16d COMMON (3-1/2'x0.162 ) 3-3'x0.131 " NAILS TOENAIL 28. ROOF RAFTER TO 2- BY RIDGE BEAM 3-3" 14 GAGE STAPLES 2-16d COMMON (3-1/2'x0.162) 3-3'x0.131 " NAILS FACE NAIL 3-3" 14 GAGE STAPLES 3-16d COMMON (3-1/2'xO.162 ) 29. JOIST TO BAND JOIST 5-3"xO.131 "NAILS FACE NAIL 5-3" 14 GAGE STAPLES 3-16d COMMON (3-1/2'x0.162 ) 30. LEDGER STRIP 4-3 xO.131"NAILS FACENAIL 4-3" 14 GAGE STAPLES 31. WOOD STRUCTURAL PANELS AND PARTICALE BOARD:(B) 1/2" OR LESS 6d (C,1) SUBFLOOR, ROOFAND WALL SHEATHING (TO FRAMING ): 2 3/8"xO.113" NAIL (N) 13/4" 16 GAGE (0) 19/32" TO 3/4" 8d (D) OR 6d (E) 2 3/8'xO.113" NAIL (P) 2" 16 GAGE (P) 7/8" TO 1 " 8d (C) SINGLE FLOOR) COMBINATION SUBFLOOR-UNDERLAYMENT 1 118" TO 1 1/4" 10d (D) OR Sd (E) TO FRAMING ): 314"AND LESS 6d (E) 7/8" TO 1 " 8d (E) 1 1/8" TO 1 114" 10d (D) OR 8d (D) 1/2" OR LESS 6d (F) 32. PANEL SIDING (TO FRAMING ) 518" 8d (F) 33. FIBERBOARD SHEATHING (G) 112" NO. 10 GAGE ROOFING NAIL (H) 6d COMMON NAIL(2 z0.113) NO. 16 GAGE STAPLE (l) 25/32" NO. 11 GAGE ROOFING NAIL (H) 8d COMMON NAIL (2-1/2'x0.131) NO. 16 GAGE STAPLE (I) 1/4" 4d (J) 34. INTERIOR PANELING 3/8" 6d (K) FOR Sl.• 1 INCH.=25.4 MM. A. COMMON OR BOX NAILS AT PERMITTED TO BE USED EXCEPT WHERE OTHERWISE STATED. B. NAILS SPACED AT 6 INCHES ON CENTER EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS WHERE SPANS ARE 48 INCHES OR MORE. FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLEBOARD DIAPHRAGMS AND SHEAR WALLS, REFER TO SECTION 2305. NAILS FOR WALL SHEATHING ARE PERMITTED TO BE COMMON, BOX OR CASING. C. COMMON OR DEFORMED SHANK(6d-2'x.113",8d- 2-1/2x.131 10d- 3 x0.148'). D. COMMON.(6d-Z"x.113"-8d-2-1/2x.131",10d-3"xO.148). E. DEFORMED SHANK. (6d-2'x.113",8d- 2-1/2x.131 ";10d- 3 xO.148). F. CORROSION -RESISTANT SIDING (6d-2'x.113",-8d- 2-1/2x.131 "•lOd- 3 x0.148). OR CASING(6d-2'x0.099",•8d-2-1/2x.113) NAIL. G. FASTENERS SPACED 3 INCHES ON CENTER AT EXTERIOR EDGES AND 6 INCHES ON CENTER AT INTERMEDIATE SUPPORTS WHEN USED AS STRUCTURAL SHEATHING. SPACEING SHALL BE 6" ON CENTER ON THE EDGES AND 12" ON CENTER AT INTERMEDIATE SUPPORTS FOR NON STRUCTURAL APPLICATIONS. H. CORROSION -RESISTANT ROOFING NAILS WITH 7116INCH DIAMETER HEAD AND 1 1/2 INCH. LENGTH FOR 1/2 INCH. SHEATHING AND 1-3/4 INCH LENGTH FOR 25/32 INCH SHEATHING. 1. CORROSION -RESISTANT STAPLES WITH NOMINAL 7/16 INCH CROWN AND 1 1/8 INCH. LENGTH FOR 1/2 INCH. SHEATHING AND 1 1/2 INCH LENGTH FOR 25/32 INCH SHEATHING. PANEL SUPPORTS AT 16 INCHES (20 INCHES IF STRENGTH AXIS IN THE LONG DIRECTION OF THE PANEL, UNLESS OTHERWISE MARKED.) J. CASING (1 1/2'x0.080') OR FINISH (1 1/2 x0.072') NAILS SPACED 6 INCHES ON PANEL EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS. K. PANEL SUPPORTS AT 24 INCHES. CASING OR FINISH NAILS SPACED 6 INCHES ON PANEL EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS. L. FOR ROOF SHEATHING APPLICATIONS 8d NAILS 2 1/2 x0.113" ARE THE MINIMUM REQUIRED FOR WOOD STRUCTURAL PANELS. M. STAPLES SHALL HAVE A MINIMUM CROWN WIDTH OF 7/16 INCH. N. FOR ROOF SHEATHING APPLICATIONS, FASTENERS SPACED 4 INCHES ON CENTER AT EDGES, 8 INCHES AT INTERMEDIATE SUPPORTS. O. FASTENERS SPACED 4 INCHES ON CENTER AT EDGES, 8 INCHES AT INTERMEDIATE SUPPORTS FOR SUBFLOOR AND WALL SHEATHING AND 3 INCHES ON CENTER AT EDGES, & 6 INCHES AT INTERMEDIATE SUPPORTS FOR ROOF SHEATHING P. FASTENERS SPACED 4 INCHES ON CENTER AT EDGES, 8 INCHES AT INTERMEDIATE SUPPORTS. NO SCALE UU' Z L0 O Z v M N z an aD zQ� U rn Q Q E IY v o W N U a Z U) O o W 'D -0 2 � � X , WU m< , w w W W - 0 � - N o a) o -p Z LLI o Lo o < � � v rn O v o V D � N m � < (n 0 U rr �/'� W w 3 (n w � V, - Z w p W = v U ,_ 0 � Q ® 0- D O Grf V rrznn (D LI J 0 X J DATE FINISHED MARCH 2O17 R E V I S I O N S THESE PLANS SHALL COMPLY WITH THE 2013 CALIFORNIA BUILDING CODE WHICH ADOPTS THE 2016 CMC 2016 CPC 2016 THE Z106 ENERGY STANDARDS THESE DOCUMENTS AND THE DESIGN AND IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF A PROFESSIONAL SERVICE, ARE THE SOLE PROPERTY OF STEENO DESIGN STUDIO INC. ANY USE, IN WHOLE OR IN PART FOR WHICH THEY WERE NOT PROVIDED SHALL BE UNLAWFUL W D J U a- pZ)o Z of V 0 cD H U Y a° Z Q m N F V d' O 022 U F- 0- _ O p 0- 0L ' O LLI v 0. W M U) N LU W p > < U < co LLJ ~ (D ~ U 0 Z O" 0� aLg 0- JOB NO. C 15-160 SHEET NAME: STRUCTURAL SPECIFICATIONS PAGE S-3 OF SHTS FURNISH & INSTALL CONTINUOUS PLENU LINE W/- 1/2" RIGID INSULATION(TYP) — S-1, 5 SLOT DIFFUSERS, BA TO 450 CFM(TYP. OF 10) - REMOVE EXISTING DIFFUSER & CAP DUCT I I REBALANCE E�ISTING 3 SLOT _ DIFFUSERS TOI 350 CFM(TYP. OF 11) LEGEND Z- i" 1 — DUCT SIZE - FIRST FIGURE IS SIDE SHOWN �I01 SUPPLY DIFFUSER Ili I� THROWS AS SHOWN EXHAUST REGISTER RETURN REGISTER ® — SUPPLY DUCT SECTION ® EXHAUST DUCT SECTION ® RETURN DUCT SECTION 0 — THERMOSTAT D IA. — FLEXIBLE DUCT - SIZE AS SHOWN ESP - EXTERNAL STATIC PRESSURE " WC - INCHES WATER COLUMN O/A - OUTSIDE AIR EAT - ENTERING AIR TEMPERATURE LAT - LEAVING AIR TEMPERATURE db - DRY BULB wb - WET BULB SHR - SENSIBLE HEAT RATIO FD - FIRE DAMPER F & SD - FIRE/SMOKE DAMPER REBALANCE EXISTING 5 SLOT DIFFUSERS IpNmq5 CFM(TYP. OF — — — — — — — — — — — — — — — — .. \ \ VERIFY EXISTING 5 SLOT DIFFUSERS \eRE FLOWING 395 CFM(TYP. OF 18) \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ x I I I EXISTING REGISTER TO 3,050 CFM ------------- I I I I I I I I OI I I I I I I I I I I I I I I I I I O I I I I I HVAC FLOOR PLAN SCALE: 3/16" = 1'0" U C� Z Ln O Z v M N Z O O Z Q U � 0 Q Q J — a E W o W N v • 4. Z (n O O W co _0 2 I- x U)U mQ W WLL w�� !] N U o a� o W zwoLn c V •^, O d Z) w N N Q c N - O U � � 3 W W � 3 w 3 _U) z w p W = CL v C) loll Q O � D 0� 0 C� W 0 X D J 0 DATE FINISHED JANUARY 2017 R E V I S I O N S THESE PLANS SHALL COMPLY WITH THE 2013 CALIFORNIA BUILDING CODE WHICH ADOPT]CHC2016CMC 2016CRG� AND THE'2016 ENERGYSTANDARD THESE DOCUMENTS AND THE DESIGN AND IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF A PROFESSIONAL SERVICE, ARE THE SOLE PROPERTY OF STEENO DESIGN STUDIO INC. ANY USE, IN WHOLE OR IN PART FOR WHICH THEY WERE NOT PROVIDED SHALL BE UNLAWFUL U� 5 R . * -26448 2 i zap F pF CAX- �F U a� pZo LLO'lot z w O �m V y N Z Q co Z w 0 °�� Q 0 co W W M N N W 0 N. U oJd p m U W Q LQZ � U a z_ 0 Wp� a0 dLo a JOB NO. C15-160 SHEET NAME: HVAC FLOOR PLAN PAGE m =1 0F SHTS. AIR CONDITIONING EQUIPMENT SCHEDULE AIR CAPACITY SENSIBLE COOLING CAPACITY SHR HEATING CAPACITY - BTUH ELECTRICAL CHARACTERISTICS WT - LBS OUTSIDE AIR REMARKS MARK MANUFACTURER & MODEL @ 80°db/67°wb EAT & CFM ESP -"WC 1250 AMBIENT O/A - BTUH CFM CALCULATED ACTUAL CALCULATED ACTUAL CSA CERTIFIED, UL LISTED. MIN. AFUE = 80%. MIN. EER = AC-1 TRANE YHD150 4,500 1.0 81,600 92,000 0.95 60,000 200,000 MCA = 71A @ 208/3/60 1,700 500 12.0. FURNISH WITH ROOF CURB; OUTLET & DISCONNECT; PROGRAMMABLE THERMOSTAT; LOW AMBIENT KIT; DRY BULB, INTEGRATED ECONOMIZER W/- POWER EXHAUST; AC-2 TRANE YHC120 3,850 1.0 72,000 81,000 0.95 55,000 120,000 MCA = 50.1A @ 208/3/60 1,500 500 2", MERV 8 FILTERS; SUPPLY AIR SMOKE DETECTOR; MULTI OR VARIABLE SPEED DIRECT DRIVE MOTOR. AC-6 TRANE GAD180 7,000 1.0 110,000 130,000 0.90 75,000 256,000 MCA = 85A @ 208/3/60 2,200 1,000 AC-7 TRANE YHC060 2,000 0•6 28,000 37,000 0.85 20,000 49,000 MCA = 28.2A @ 208/3/60 700 300 AC-3 EXISTING AC-4 EXISTING 3,975 _ _ _ _ _ _ - - 500 AC-5 EXISTING _ _ _ _ _ _ _ _ _ _ NOTES 1. ALL EQUIPMENT SHALL CONFORM TO THE ENERGY EFFICIENCY REQUIREMENTS OF THE CALIFORNIA ENERGY COMMISSION AND SHALL BE SO CERTIFIED. 2. ALL THERMOSTATS SHALL SEQUENCE AUTOMATICALLY FROM COOLING TO HEATING AND VICE VERSA; SHALL BE ADJUSTABLE TO 55 DEGREES OR LOWER FOR HEATING AND TO 85 DEGREES OR HIGHER FOR COOLING; SHALL HAVE A SETPOINT RANGE OF 2 DEGREES AND SHALL BE CAPABLE OF PROVIDING A DEADBAND OF UP TO 5 DEGREES; SHALL PROVIDE MANUAL SHUT-OFF CAPABILITY AND SETPOINT ADJUSTMENT ACCESSIBLE ONLY TO AUTHORISED PERSONNEL. 3. ALL TEMPERATURES STATED ARE IN DEGREES FAHRENHEIT UNLESS OTHERWISE INDICATED. 4. DUCT DIMENSIONS GIVEN ARE CLEAR INSIDE DIMENSIONS. ALL DUCTWORK, EXCEPT FLEXIBLE DUCTING, SHALL BE GALVANISED SHEET METAL, FABRICATED AND INSTALLED IN ACCORDANCE WITH SMACNA STANDARDS FOR LOW PRESSURE DUCTWORK AND CONFORMING TO CHAPTER 6 OF THE CALIFORNIA STATE MECHANICAL CODE AND TO NFPA 90A AND 90B. FURNISH AND INSTALL SPIN -IN TYPE AIR EXTRACTORS AT ALL TAKEOFFS AND TURNING VANES AT ALL SQUARE ELBOWS. 5. FLEXIBLE DUCT SHALL CONFORM TO UL 181, WITH AN INSULATION VALUE OF 8.0 MINIMUM IN UNCONDITIONED SPACES AND 4.2 IN INDIRECTLY CONDITIONED SPACES. MAXIMUM ALLOWABLE LENGTH IS 10 FT. ALL DUCT SHALL BE FULLY EXTENDED AND SHALL BE SUPPORTED AS NEEDED TO ELIMINATE ALL SAGS, KINKS OR TWISTS. DRAWBANDS SHALL BE STAINLESS STEEL & SHALL COMPLY WITH UL 181 & 181 B. 6. LINE ALL RECTANGULAR SUPPLY AND RETURN DUCTWORK IN UNCONDITIONED SPACE WITH 2" THICK, 3 LB/CU.FT. DENSITY DUCT LINER. WRAP ALL CIRCULAR SUPPLY & RETURN DUCTWORK IN UNCONDITIONED SPACE WITH 3" THICK, 1-1/2 LB/CU.FT. DENSITY FIBERGLASS DUCT INSULATION WITH ALUMINUM FOIL VAPOR BARRIER. WHERE DUCTS ARE INSTALLED IN INDIRECTLY CONDITIONED SPACE LINER THICKNESS SHALL BE 1" AND DUCT WRAP 1-1/2". FRESH AIR, EXHAUST AIR AND SUPPLY AND RETURN AIR DUCTWORK IN FULLY CONDITIONED SPACE IS NOT INSULATED. ALL JOINTS & SEAMS SHALL BE SEALED WITH MASTIC. 7. FURNISH AND INSTALL FIRE DAMPERS AT ALL DUCT PENETRATIONS OF FIRE WALLS AND CEILINGS. FURNISH AND INSTALL COMBINATION SMOKE/FIRE DAMPERS AT DUCT PENETRATIONS OF FIRE RATED EXITS. PROVIDE ACCESS PANELS AS REQUIRED TO PERMIT RESETTING OF FIRE DAMPERS. 8. DIFFUSER AND GRILLE LOCATIONS SHOWN ARE APPROXIMATE - REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATIONS. EQUIPMENT LOCATIONS SHOWN ARE APPROXIMATE AND SHALL BE ADJUSTED TO SUIT ACTUAL FIELD CONDITIONS AND THE EQUIPMENT SELECTED. 9. FURNISH AND INSTALL VIBRATION ISOLATORS FOR ALL EQUIPMENT CONTAINING ROTATING MACHINERY. ALL DUCT AND PIPING CONNECTIONS TO EQUIPMENT SHALL CONTAIN A FLEXIBLE CONNECTION. 10. FLASH AND COUNTERFLASH ALL BUILDING PENETRATIONS TO MAKE WEATHERTIGHT. 11. SEISMIC RESTRAINTS SHALL BE IN ACCORDANCE WITH RELEVANT STATE AND LOCAL CODES. EQUIPMENT, PIPING, ETC. SHALL BE RESTRAINED TO RESIST A LATERAL FORCE OF 1.5 X WEIGHT FOR RIGIDLY- MOUNTED UNITS AND 1.0 X WEIGHT FOR FLEXIBLY -MOUNTED UNITS. SUSPENDED, VIBRATION -ISOLATED EQUIPMENT SHALL BE RESTRAINED BY A SLACK CABLE SYSTEM. CONTROL SEQUENCES AC-1 & AC-7 UNIT IS STARTED/STOPPED FROM A DEDICATED, PROGRAMMABLE THERMOSTAT. ONCE STARTED THE OUTSIDE AIR DAMPER OPENS TO A MINIMUM POSITION AND THE EVAPORATOR FAN RUNS CONSTANTLY UNTIL STOPPED. THE UNITS COOLING OR HEATING SYSTEM IS CYCLED IN RESPONSE TO ROOM THERMOSTAT DEMAND, WITH AUTOMATIC CHANGEOVER FROM COOLING TO HEATING AND VICE VERSA. WHEN THE UNIT STOPS THE OUTSIDE AIR DAMPER CLOSES. AT SUITABLE AMBIENT CONDITIONS AN INTEGRATED, DRY BULB ECONOMIZER W/- POWER EXHAUST WILL PROVIDE "FREE" COOLING. UNIT WILL STOP IF SUPPLY AIR SMOKE DETECTOR IS ACTIVATED. AC-2, AC-4 & AC-6 ALL UNITS ARE STARTED/STOPPED SIMULTANEOUSLY FROM A DEDICATED, PROGRAMMABLE THERMOSTAT. ONCE STARTED ALL OUTSIDE AIR DAMPERS OPEN TO A MINIMUM POSITION AND THE EVAPORATOR FANS RUN CONSTANTLY UNTIL STOPPED. ALL UNITS COOLING OR HEATING SYSTEMS ARE CYCLED SIMULTANEOUSLY IN RESPONSE TO ROOM THERMOSTAT DEMAND, WITH AUTOMATIC CHANGEOVER FROM COOLING TO HEATING AND VICE VERSA. WHEN THE UNITS STOP THE OUTSIDE AIR DAMPERS CLOSE. AT SUITABLE AMBIENT CONDITIONS AN INTEGRATED, DRY BULB ECONOMIZER W/- POWER EXHAUST WILL PROVIDE "FREE" COOLING, WITH ALL UNITS ACTING SIMULTANEOUSLY. UNIT ECONOMIZERS AND POWER EXHAUSTS AND FAN EF-1SHALL BE PROGRAMMED TO MAINTAIN LOBBY AREA POSITIVE TO EXERCISE AREAS. ALL UNITS WILL STOP IF ANY SUPPLY AIR SMOKE DETECTOR IS ACTIVATED. AC-3 & AC-5 EXISTING CONTROL SYSTEM WILL REMAIN. EF-1 UNIT IS INTERLOCKED WITH AC-2, AC-4 & AC-6 EF-2 UNIT IS INTERLOCKED WITH AC-7 FAN SCHEDULE CAPACITY ELECTRICAL WT. MARK MFR. &MODEL NO. LBS REMARKS CFM ESP -"WC CHARACTERISITICS EF-1 COOK ACRU-B 2,200 0.25 1/4 HP @ 120/1/60 100 UL LISTED, AMCA CERTIFIED. SIZE 165R313 FURNISH WITH BACKDRAFT DAMPER; ROOF CURB EF-2 COOK ACRU-B 400 0.25 1/6 HP @ 120/1/60 50 SIZE 100R2B DIFFUSER SCHEDULE MARK MFR. & MODEL SIZE - in TYPE REMARKS S-1 TITUS ML-39 5 SLOTS @ 1" LINEAR SLOT, ADJUSTABLE; ALUMINUM CONSTRUCTION; SURFACE ASHRAE 70 CERTIFIED, Nc LESS THAN 25. FURNISH 4' LENGTH MOUNT; FINISH AS SPECIFIED BY ARCHITECT. WITH PATTERN/VOLUME CONTROLLER; INSULATED PLENUM. S-2 TITUS AQD 16" X 16" NECK MODULAR FACE, ADJUSTABLE; ALUMINUM CONSTRUCTION; ASHRAE 70 CERTIFIED, Nc LESS THAN 25. FURNISH 21" X 21 FACE STANDARD WHITE FINISH; SURFACE MOUNT WITH OPPPOSED BLADE DAMPER; SQUARE -TO - ROUND ADAPTER. S-3 12" X 12" NECK 17" X 17" FACE S-4 6" X 6" NECK 11" X 11" FACE R-1 TITUS APG 48" X 26" NECK PERFORATED FACE; ALUMINUM CONSTRUCTION; STANDARD ASHRAE 70 CERTIFIED, Nc LESS THAN 25. FURNISH 50" X 28" FACE WHITE FINISH; SURFACE MOUNT. WITH OPPPOSED BLADE DAMPER. R_2 20" X 20" NECK 22" X 22" FACE EG-1 22" X 22" NECK 24" X 24" FACE EG-2 14" X 14" NECK 16" X 16" FACE U CD Z Lo O Z v m 00 zQ� U rn 0 Q0 a , J _ E a o DW N U ♦ a Cn O O �zW(070 W�mQ W w� w �� oD ♦ U) o Wzw oLf) o o� � N � Q � N -o w w 3 c/)u V, _ z w O LU = _ a_ U 0 � � Q� D Z CD Cl) W ry X J DATE FINISHED JANUARY 2017 R E V I S I O N S THESE PLANS SHALL COMPLY WITH THE 2013 CALIFORNIA BUILDING CODE WHICH ADOPTS CEC 20 6 CG16 CG 2016 C016 RG' AND THE 2016 ENERGY STANDARDS THESE DOCUMENTS AND THE DESIGN AND IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF A PROFESSIONAL SERVICE, ARE THE SOLE PROPERTY OF STEENO DESIGN STUDIO INC. ANY USE, IN WHOLE OR IN PART FOR WHICH THEY WERE NOT PROVIDED SHALL BE UNLAWFUL USED ARC ti/ V� S R STD �F * -26448 OF CA�-�� W U a� pro z tY U Y fl ZLLJ amN O p v z _ °__ 0 U F a �rr ^^ Q v! 0 LIJ LLIW M U) N Wow U co, m U LLJ Q� Q U m z O 00 �� JOB NO. C15-160 SHEET NAME: HVAC SCHEDULES PAGE M=2 OF SHTS. DETAIL — A/C UNIT MOUNTING NO SCALE HVAC FLOOR PLAN SCALE: 3/16" = 1'0" U C� Z Ln O Z v M N Z O O Z Q U � 0 Q Q J — a E W o W N v • 4. Z (n O O W co _0 2 I- x 07U mQ W WLL w�� U o a� o W zwoLn c V •^, O d Z) w N N Q c N - O W W � 3 U) wU) 3 _ Z w p W = CL v C) loll Q O � D 0� 0 C� W 0 X D J DATE FINISHED IANUARY 2017 R E V I S I O N S THESE PLANS SHALL COMPLY WITH THE 2013 CALIFORNIA BUILDING CODE WHICH ADOPT]CHC2016CMC 2016CRG� AND THE'2016 ENERGYSTANDARD THESE DOCUMENTS AND THE DESIGN AND IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF A PROFESSIONAL SERVICE, ARE THE SOLE PROPERTY OF STEENO DESIGN STUDIO INC. ANY USE, IN WHOLE OR IN PART FOR WHICH THEY WERE NOT PROVIDED SHALL BE UNLAWFUL �`' - ARCR. * -26448 NET ��• 2 / 2a� F pF cm-" W U a� pLL ro z Z � �Om Y � Z U Q M N Lu Z O Z W 0 �� 0 co O W W M LU Lo N W 0 rn U oJa p m U W � U d Z_ 0 Wp � �0 d L a JOB NO. C15-160 SHEET NAME: HVAC ROOF PLAN PAGE M=3 OF SHTS. U C� Z 0Z z Z 00 Q Q rn J a E CL N o U z O O O � _0 7 U! n U) x Q W W LL� = 0 � N O O O O W ZW O N�/ ry Z) C N N V N N O W U� w 3 3 _ Z 0 w 2 a U Q 0 � • 1 1 � DATE FINISHED JANUARY 2017 THESE PLANS SHALL COMPLY WITH THE 2013 CALIFORNIA BUILDING CODE WHICH ADOPT]CHC2016CMC 2016CRG� AND THE'2016 ENERGY STANDARD THESE DOCUMENTS AND THE DESIGN AND IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF A PROFESSIONAL SERVICE, ARE THE SOLE PROPERTY OF STEENO DESIGN STUDIO INC. ANY USE, IN WHOLE OR IN PART FOR WHICH THEY WERE NOT PROVIDED SHALL BE UNLAWFUL 0 ARC/ U� 5 R . F� n \J NET ��'�'• � 2a � ��0�� \�F 2 CAS-��/ Z 0 0 0 Q LL �0`^ VJ �w U W 0 ao pro LLO10 Z � C� Uyco Q m N ~ p v Z w O 2 2 U 1-d co L0 N wog p J Q p m U H Q H U d Z W Lo Z) OHO d�a JOB NO. C15-160 SHEET NAME: MECHANICAL SPECIFICATIONS PAGE M=4 OF SHTS. STANDARD ABBREVIATIONS A, AMP AMPERES GFP GROUND FAULT PROTECTION AFF ABOVE FINISHED FLOOR HP HORSEPOWER AF AMP FRAME J, JB JUNCTION BOX AT AMP TRIP KAIC KILO AMPERE INTERRUPTING CURRENT AWG AMERICAN WIRE GAUGE KVA KILOVOLTS AMPERE BLDG. BUILDING KW KILOWATTS C CONDUIT LML LARGEST MOTOR LOAD CB CIRCUIT BREAKER MH MOUNTING HEIGHT CL CONTINUOUS LOAD N NEUTRAL CKT CIRCUIT NO., # NUMBER C.O. CONDUIT ONLY P POLE CU COPPER PH,O PHASE DISC. SW. DISCONNECT SWITCH PNL PANEL DIST. DISTRIBUTION PWR POWER (E), EX EXISTING TRANSF. TRANSFORMER EQUIP. EQUIPMENT TYP TYPICAL FLA FULL LOAD AMPS V VOLTS G., GND. GROUND W WIRE GFI GROUND FAULT INTERRUPTER WP WEATHERPROOF GENERAL NOTES ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND MAKE HIMSELF FAMILIAR WITH ALL CONDITIONS. HE SHALL ADJUST HIS BID TO IN- CORPORATE ALL AREAS AFFECTED BY RENOVATIONS NOT DIRECTLY SHOWN ON HIS PLANS. HIS BID SHALL BE COMPLETE FOR A OPERABLE AND COMPLETE SYSTEM. NO EXTRAS WILL BE HONORED FOR FAILURE TO VISIT THE JOB SITE. 2. ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH ALL GOVERNING STATE, COUNTY, LOCAL CODES, OSHA, AND THE 2013 NATIONAL ELEC- TRICAL CODE 3. ALL WIRE TO BE COPPER TYPE "THWN/THHN", UNLESS NOTED OTHER- WISE. 4. ALL ELECTRICAL WORK AND EQUIPMENT SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF ACCEPTANCE, EXCEPT LAMPS, ON THE CONTRACTORS LETTERHEAD AND TURNED OVER TO THE OWNER. 5. ALL MATERIALS SHALL BE NEW AND LISTED BY THE UNDERWRITERS LABORATORY AS INSPECTED AND APPROVED. 6. THE ELECTRICAL CONTRACTOR SHALL TAKE OUT ALL REQUIRED PERMITS, PAY FOR PERMITS, GFI TEST, INSPECTIONS, AND EXAMINATIONS WITHOUT ADDITIONAL COST TO THE OWNER. 7. THE ELECTRICAL CONTRACTOR SHALL PREPARE AND MAINTAIN A SET OF "AS BUILT" BLUELINE PRINTS WITH ALL CHANGES IDICATED IN RED INK. 8. NOTE: SUPERVISORY ALARM SYSTEM IF APPLICABLE: E.C. SHALL FURNISH AND INSTALL (1) 3/4"c.o. FROM DETECTOR CHECK VALVE TO BUILDING AND (1) 3/4"c.o. FROM EACH P.I.V. TO ITS RESPECTIVE SPRINKLER RISER IN BUILDING. SEE SPRINKLER DRAWINGS FOR EXACT LOCATIONS. 9. TITLE 24 INSPECTION NOTE FOR ALL ROOMS WITH AN AREA GREATER THAN 100 SQ. FT. WHICH THE CONNECTED LIGHTING LOAD EXCEEDS 1.0 WATTS PER SQIARE FOOT. SWITCHING MUST BE PROVIDED TO REDUCE THE LIGHTING LOAD IN A UNIFORM PATTERN BY AT LEAST 50%. THE MAXIMUM AREA THAT CAN BE SERVICED BY ANY TWO SWITCHING DEVICES MUST BE LIMITED TO THAT WHICH CAN BE SERVICED BY TWO SINGLE POLE SWITCHES LOADED TO NO MORE THAN 80% OF RATED CAPACITY. 10. ALL TENANT IMPROVEMENTS NOT SHOWN -HERETO MUST BE SUBMITTED TO LOCAL DEPARTMENT OF BUILDING AND SAFETY FOR APPROVALS PRIOR TO CONSTRUCTION. 11. GFI OF MAIN PANEL TO BE TESTED AND CERTIFIED BY A QUALIFIED PERSON AND CERTIFICATION TO BE SUBMITTED TO LOCAL BUILDING DEPARTMENT 12. PROVIDE 36" HIGH 4" DIA. STEELE TUBE CONCRETE FILLED BOLLARD 40" ON CENTER (O.C.) AND A MINIMUM OF 42" FROM FACE OF ALL ELECTRICAL SWITCHGEAR, TRANSFORMERS, PANELS ETC.. PAINT BOLLARDS SAFETY YELLOW. 13. INSTALL CONDUITS PER TABLE 300-5 AS FOLLOWS, A) PVC-18" MINIMUM COVER IN ALL LANDSCAPE AND PLANTING AREAS. B) PVC-24" MINIMUM COVER IN ALL PARKING AND DRIVE AREAS. C) ELECTRIC UTILITY/S.C.E. PVC-30" MINIMUM COVER. D) TELEPHONE UTILITY PVC-24" MINIMUM COVER. w U) W W Z I- LL FIXTURE NOTES 1) ALL FLUORESCENT FIXTURES TO HAVE ELECTRONIC BALLASTS AND T-8 LAMPS. 2) CONTRACTOR TO PROVIDE ALL HARDWARE, BRACKETS, TUBES, LAMPS, ETC. FOR A COMPLETE INSTALLATION 3) ALL INTEGRALLY BALLASTED FIXTURES SHALL HAVE THERMALLY PROTECTED BALLAST. 4) FIXTURES MOUNTED IN WET/DAMP LOCATIONS TO CARRY APPROPRIATE U.L. LABEL. 7) LUMINAIRES AND BALLAST MUST BE CERTIFIED PER 2-5314(B) AND 2-53(G) ENERGY EFFICIENT STANDARDS. 8) ALL ONE AND THREE LAMP LUMINAIRES SHALL BE TANDEM WIRED PER 2-5319(I) ENERGY EFFICIENT STANDARDS. 9) LIGHT FIXTURE WITH CONTACT WIHT INSULATION TO BE U.L. LISTED FOR THERMAL BARRIER OR PROVIDE 3" MINIMUM CLEARANCE. 10) EXITS SHALL BE ILLUMINATED AT ANY TIME THE BUILDING 5) ALL EMERGENCY FIXTURES SHALL RE -ENERGIZE WITHIN IS OCCUPIED WITH LIGHT HAVING AN INTENSITY OF NOT 112 SECOND OF POWER FAILURE AND MAINTAIN LESS THAN I FOOTCANDLE (10.76 LX) AT FLOOR LEVEL. ILLUMINATION FOR 90 MINUTES (MINIMUM) PER U.B.C. SECTION 1012.1. 6) EMERGENCY (EM) FLUORESCENT FIXTURES ARE TO 11) EXIT SIGNS SHALL BE ILLUMINATED BY TWO LAMPS CONTAIN (1) FLUORESCENT EMERGENCY FACTORY OR BE OF AN APPROVED SELF -LUMINOUS TYPE. INSTALLED BALLAST FOR EMERGENCY MODE OPERATION. CURRENT TO ONE LAMP SHALL BE PROVIDED BY IT SHALL CONTAIN RECHARGER, DISCONNECT, READY THE PREMISES' WIRING SYSTEM. POWER TO THE LIGHT AND TEST SWITCH. SEE NOTE #5. OTHER LAMP SHALL BE PROVIDED BY AN EMERGENCY SYSTEM (STORAGE BATTERIES). U.B.C. SECTION 1013.3. ELECTRICAL SYMBOL LIST F-77, RECESSED 2x4 FIXTURE 2 LAMP ® RECESSED 2x4 FIXTURE 3 LAMP RECESSED 2x4 FIXTURE 3 LAMP TANDEM WIRED ® RECESSED 2x4 FIXTURE 4 LAMP SURFACE Ix4 WRAP RECESSED DOWN LIGHT INCANDESCENT FQ RECESSED DOWN LIGHT FLUORSCENT SHOE BOX STYLE FIXTURE (WATTAGE AS NOTED) a WALL PACK (WATTAGE AS NOTED) p EXIT SIGN (ARROWS AS NOTED) NIGHT LIGHT (ON 24 HOURS) INS Ep DISCONNECT SWITCH, RATING AS NOTED COMBINATION STARTER, RATING AS NOTED EXHAUST FAN (CONNECT ONLY) S SINGLE POLE SWITCH 48" TO TOP (RESTROOMS +44" TO TOP) SP $MS K SWITCH WITH P=PILOT LIGHT, M=MANUAL STARTER, K=KEY S 3' S4 SWITCH 3 OR 4 WAY, AS NOTED PANIC BUTTON (CONTROL AS SHOWN) i MOTION SENSOR, WALL MOUNT +48" MOTION SENSOR CEILING MOUNT N RELAY FOR MOTION SENSOR Q JUNCTION BOX (SIZE AS REQUIRED) DUPLEX RECEPTACLE +15" DUPLEX RECEPTACLE WEATHER PROOF DOUBLE DUPLEX RECEPTACLE (GFI +44" IN RESTROOMS) DUPLEX RECEPTACLE +48" OR COUNTER HEIGHT (GFI +44" IN RESTROOMS) DUPLEX RECEPTACLE ISOLATED ® FLOOR BOX (RECEPTACLE, DATA, & PHONE AS SHOWN) Qi FLOOR BOX (DUPLEX RECEPTACLE ONLY) TELEPHONE RING WITH 3/4" CONDUIT TO CEILING D DATA RING WITH 3/4" CONDUIT TO CEILING COMBINATION PHONE & DATA RING WITH 3/4" CONDUIT TO CEILING p THERMOSTAT RING WITH 112" CONDUIT TO CEILING UP CONDUIT UP ; N CONDUIT DOWN CONDUIT IN WALL, CEILING, OR EXPOSED CONDUIT UNDERGROUND 112" CONDUIT 2 #12 WIRES 0/2"c.-2 #12 cu. OR AS NOTED) 1/2"c.-3 #12 cu. OR (AS NOTED) 1/2"c.-4 #12 cu. OR (AS NOTED) H 120V. N TO PANEL r--- - - - x30 x5 x4 x10 x21 ;L.F. x3 x LIGHTING FIXTURE SCHEDULE FIXTURE LAMPS MOUNTING zoo z J= w ¢ WATTS AND TYPE w N � wU ? w U a Z a J TYPE U J o DESCRIPTION AND VARIATIONS MANUFACTURER AND CATALOGUE NUMBER F1 45 6" DIA. APERTURE HALO X 120 1 LED X DOWN LIGHT -VERIFY H750TDO1O-ML712 SERIE 25 NODULE REFLECTOR & TRIM OR EQUAL F2 45 6" DIA. APERTURE HALO X 120 1 LED X DOWN LIGHT w/EMERG. #H750TEM6-ML706-8-EM 25 MODULE BATTERY PACK OR EQUAL F3 45 4" DIA. APERTURE HALO X 120 1 LED X X DOWN LIGHT -VERIFY #H457-TAT-EL406-9-40 25 MODULO REFLECTOR & TRIM OR EQUAL F4 60 PENDANT DROP LIGHT TO BE DETERMINED X 120 1 60w. X VERIFY CORD LENGTH BY OWNER/CONTRACTOR 60 INC. & SHADE/HOOD TYPE F5 20 6" DIA. APERTURE HALO X 120 1 LED X DOWN LIGHT EXTERIOR #H750T-ML5612830 25 MODULO ENTRY SOFFIT OR EQUAL F6 LED LED LIGHT TAPE MTD. CALI LTG X 120 1 LIGHT IN SKYLIGHT WELL #LLED8000 / 2.5w L.F. TAPE VERIFY LENGHT(s) OR EQUAL X1 INCLD. ILLUMINATED EXIT MATCH w/EXISTING . 120 w/FIXT. . SIGN / PROVIDED ELECTRICAL CONTRACTOR 15 w/EMERG. BATT. PACK TO VERIFY IN FIELD X2 INCLD. DUAL HEAD SURE LITE . 120 w/FIXT. EMERGENCY LIGHT #CC-2 15 w/BATTERY PACK OR EQUAL NOTE: EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. TO ENSURE CONTINUED ILLUMINATION FOR A DURATION OF NOT LESS THAN 90 MINUTES IN CASE OF PRIMARY POWER LOSS , THE SIGN SHALL BE CONNECTED TO A STORAGE BATTERY , UNIT EQUIPMENT OR AN ON - SITE GENERATOR. I IGHTING RELAY WITH ( AMOUNT AS REQ. ) N.O. CONTACTS AND 120V. CONTROL COIL. ( AS NOTED ON PLANS ) @ PANEL A w/10 HR. BATT. - PACK TO LIGHTING LOAD -ON ROOF ✓ER - RIDE SWITCH WITH SPRING WOUND VERIFY LOCATION. LIGHTING CONTROL RELAY -WIRING DIAGRAM ELECTRICAL SPECIFICATIONS 1. VERIFY EXISTING SITE CONDITION, SERVICE REQUIREMENTS & EXACT LOCATIONS OF SERVICE FACILITIES BEFORE SUBMITTING BID. SUBMITTAL OF BID INDICATES E.C. IS COGNIZANT OF ALL JOB SITE CONDITIONS & WORK TO BE PERFORMED UNDER THIS CONTRACT. 2. HEIGHTS GIVEN ARE FROM FINISHED FLOOR TO CENTER LINE OF OUTLET. HEIGHTS & EXACT LOCATIONS SHALL BE VERIFIED WITH OWNER PRIOR TO INSTALLATION. 3. THESE PLANS ARE DIAGRAMMATIC ONLY. REFER TO ARCHITECTURAL, MECHANICAL & STRUCTURAL PLANS FOR DETAILS & EXACT LOCATIONS OF EQUIPMENT & OUTLETS. 4. ALL EXTERIOR EQUIPMENT AND DEVICES SHALL BE WEATHERPROOF. 5. E.C. SHALL FURNISH AND INSTALL ALL POWER & CONTROL WIRES, CON- DUITS, & OUTLETS TO RENDER MECHANICAL EQUIPMENT COMPLETE & OPERA- TIVE. VERIFY VOLTAGE & POWER REQUIREMENTS TO EACH PIECE OF MECHANICAL EQUIPMENT WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH - IN. REFER TO DRAWINGS FOR EXACT EQUIPMENT & CONTROL LOCATIONS & FOR CONTROL SCHEMATICS. IF SEQUENCE OF CONTROL IS CHANGED FROM DESIGN AS INDICATED, THE E.C. SHALL CO-ORDINATE WITH MECHANICAL CONTRACTOR FOR ADDITIONS & DELETIONS. ALL LOCATIONS SHALL BE VERIFIED BEFORE ROUGH -IN. 6. EACH CONDUCTOR OF EVERY SYSTEM SHALL BE PERMANENTLY TAGGED IN EACH PANELBOARD, PULLBOX, JUNCTION BOX, SWITCH BOX, ETC., WITH BRADY MARKERS, IN COMPLIANCE WITH OCCUPATIONAL SAFETY & HEALTH ACT OF 1970 (OSHA). JUNCTION BOXES SHALL BE MARKED WITH PENTEL MARKING PEN. 7. INDOORS USE EMT CONDUIT (FLEX ALLOWED FOR TIGHT BENDS & FINAL CONNECTIONS). USE HEAVY GAGE R.S. GALVANIZED FOR CONDUIT EXPOSED ON ROOF & SCHEDULE 40 PVC CONDUIT BELOW GRADE. USE PVC COATED LIQUID TIGHT CONDUIT FOR MOTOR CONNECTIONS & IN WET LOCATIONS. 8. E.C. SHALL PROVIDE ALL LABOR, MATERIAL, INSURANCE, EQUIPMENT, INSTALLATIONS, CONSTRUCTION TOOLS, TRANSPORTATION, ETC., FOR A COMPLETE & PROPERLY OPERATING SYSTEM, ENERGIZED THROUGHOUT & AS INDICATED ON THE PLANS, & AS SPECIFIED HEREIN AND/OR AS REQUIRED. 9. ALL MATERIAL & EQUIPMENT SHALL BE NEW & IN PERFECT CONDITION WHEN INSTALLED & SHALL BE OF THE BEST GRADE & OF THE SAME MANUFACTURER THROUGHOUT FOR EACH CLASS OR GROUP OF EQUIPMENT. MATERIAL SHALL BE LISTED BY U.L., & SHALL BEAR THE INSPECTION LABEL. MATERIAL SHALL MEET WITH THE APPROVAL OF THE DIVISION OF INDUSTRIAL SAFE- TY, & ALL GOVERNING BODIES HAVING JURISDICTION. MATERIAL SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARDS ESTAB- LISHED BY A.N.S.I. & N.E.M.A. 10. ALL CONDUITS SHALL BE INSTALLED CONCEALED EXCEPT AS NOTED. 11. E.C. SHALL CARRY OUT HIS WORK IN ACCORDANCE WITH THE LATEST EDITION OF THE CALIFORNIA ELECTRICAL CODE. AS AMENDED AND ADOPTED BY THE CITY OF BAKER. 12. E.C. SHALL SECURE ALL NECESSARY BUILDING PERMITS, & PAY FOR SAME. 13. VERIFY ALL POWER & TELEPHONE REQUIREMENTS FOR PROPERTY LINE INTO BUILDING WITH RESPECTIVE SERVING UTILITY COMPANIES. INCLUDE ALL COSTS IN BID TO FURNISH A COMPLETE POWER & TELEPHONE SYSTEM TO BUILDING. 14. WIRE SHALL BE CODE GRADE, 600 VOLT, COPPER. CONDUCTORS SHALL BE TYPE THHN/THWN STRANDED (#12 & #10 SOLID). 15. ALL CONDUIT ONLY (C.O.) SHALL HAVE A 1/8 IN. NYLON PULL CORD. TELEPHONE CONDUITS SHALL HAVE PREMEASURED NYLON CORDS MARKED IN FEET, AS PER PHONE COMPANY REQUIREMENTS. 16. ALL BROCHURES, OPERATING MANUALS, CATALOGS, SHOP DRAWINGS, ETC., SHALL BE TURNED OVER TO OWNER AT JOB COMPLETION. FURNISH ONE SET OF RED LINES AS -BUILT DRAWINGS SHOWING ALL CHANGES. 17. USE ONLY COMPETENT & SKILLED PERSONNEL & PERFORM ALL WORK, IN- CLUDING AESTHETIC AS WELL AS ELECTRICAL & MECHANICAL ASPECTS, TO STANDARDS CONSISTENT WITH BEST PRACTICES OF THE TRADE. E.C. SHALL HOLD A VALID C-10 STATE CONTRACTOR'S LICENSE. 18. FURNISH & INSTALL MAIN, METERING, PULL SECTIONS, DISTRIBUTION SWITCHBOARDS, BRANCH CIRCUIT PANELBOARDS, & MOTOR CONTROL CENTERS AS SHOWN ON PLANS. SWITCHBOARDS & MAIN METERING SECTIONS SHALL BE EQUAL TO SQUARE D'I-LINE. PANELBOARDS SHALL BE EQUAL TO SQUARE D TYPE (NQO) (QO). MOTOR CONTROL CENTERS SHALL BE EQUAL TO SQUARE D CLASS 8998. 19. LOCAL SWITCH & RECEPTACLE OUTLETS FOR CONCEALED WORK SHALL BE 4 IN. SQUARE, OR LARGER BOX, WITH RAISED PLASTER RING FOR SINGLE OR TWO -GANGS AS REQUIRED. FOR EXPOSED WORK USE TYPE FS OR FD CAST METAL BOX WITH CAST COVER & GASKET. IN EXISTING WALLS USE GANG - ABLE SWITCH BOXES; BOWERS #51 OR RACO #400 FOR RECEPTACLES & SWITCHES. LIGHTING OUTLETS SHALL BE 4 IN. SQUARE, OR LARGER BOX, EQUIPPED WITH FIXTURE STUDS & RAISED PLASTER RING WHERE REQUIRED. 20. GENERAL PURPOSE SWITCHES SHALL BE IVORY'STANDARD GRADE' TOGGLE TYPE, RATED FOR 20 AMPS AC AT 120-277 VOLTS. MULTIPOLE SWITCHES SHALL BE OF SAME MANUFACTURER'S SERIES AS THE SINGLE POLE TYPES. GENERAL PURPOSE RECEPTACLES SHALL BE IVORY'STANDARD GRADE' RATED FOR 15 AMPS AT 125 VOLTS. RECEPTACLES SHALL BE HUBBELL #5262 OR ARROW -HART #6262. ALL SWITCHES, RECEPTACLES, & TELEPHONE COVER PLATES SHALL BE PLASTIC IVORY MATCHING RESPECTIVE OUTLET (UNLESS OTHERWISE NOTED). 21. E.C. SHALL FURNISH & INSTALL ALL FIXTURES, COMPLETE WITH LAMPS & DIFFUSERS, AS SHOWN ON PLANS. ALL FIXTURES SHALL BE SUBSTANTIAL- LY SUPPORTED FROM THE STRUCTURAL ELEMENTS & SHALL BE PROVIDED WITH ALL NECESSARY HANGERS, SUPPORTS, & ACCESSORY DEVICES RE- QUIRED. PROVIDE ONE NO. 9 AWG GALVANIZED WIRE FROM EACH END OF T-BAR FIXTURE. SECURE THE WIRES TO OVERHEAD BUILDING STRUCTURE. 22. TELEPHONE SERVICE & INDIVIDUAL PHONE CONDUIT SHALL BE VERIFIED PRIOR TO BID & INSTALLED AS PER SERVING PHONE COMPANY REQUIRE- MENTS. 23. VERIFY ALL DEMOLITION REQUIREMENTS AS PER PLANS & ALL COSTS IN BID. 24. COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER DATE OF ACCEPTANCE BY OWNER. ANY WORK, MATERIAL, OR EQUIP- MENT FOUND TO BE FAULTY DURING THAT PERIOD SHALL BE CORRECTED AT ONCE, UPON WRITTEN NOTIFICATION, AT THE EXPENSE OF THE E.C. 25. ALL EXTERIOR EXIT LIGHTS TO BE TIME CLOCK CONTROLLED AT PANEL. 26. PER ARTICLE 110-16 N.E.C., CLEARANCE AT ALL PANELS SHALL BE MINIMUM OF 3'-0". 27. A.) ALL U.L. LISTED EQUIPMENT SHALL BE INSTALLED AS PER LISTING OR LABELING (I.E., MAXIMUM FUSE SIZE MEAS FUSE PROTECTION IS REQUIRED). B.) CIRCUIT BREAKERS USED AS SWITCHES SHALL BE LISTED FOR AND MARKED SWD. ARTICLE 240-83 (d) N.E.C.. CONTROLS AND SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO CONTROL LIGHTING OR COOLING, HEATING AND VENTILATION EQUIPMENT, SHALL BE LOCATED NO MORE THAN 48 INCHES MEASURED FROM THE TOP TO THE BOTTOM OF THE OUTLET BOX TO THE LEVEL OF THE FINISH FLOOR WORKING PLATFORM, C.B.C.1117 B.6 #5.1. D.) USE COPPER CONDUCTORS ONLY. U (D Z � O Z v M In N Z rn 00 Z a U rn J Q E 0- 0 W N ° � a Z co 0 0 W co U x 0 x (�cn mQ W ww w� 0 D N c o N W zw<Lo •^' p 0 V 4 14 - o C) 3 W W 3 0 w 3 _ Z w p LL 12 v 0 0 � � Q ® d Z ID 07 LU 0 X J DATE FINISHED MARCH 2O17 R E V I S I O N S THESE PLANS SHALL COMPLY WITH THE 2013 CALIFORNIA BUILDING CODE WHICH ADOPT]CHC206CGC,220116CCt AND THE'2016 ENERY STANDARD THESE DOCUMENTS AND THE DESIGN AND IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF A PROFESSIONAL SERVICE, ARE THE SOLE PROPERTY OF STEENO DESIGN STUDIO INC. ANY USE, IN WHOLE OR IN PART FOR WHICH THEY WERE NOT PROVIDED SHALL BE UNLAWFUL �SVQ ARC'y V� S R.S�� * -26448 N Q ��` �N• 2 128 � ��0�� OF W J U a� pro Z�`t U Y o Z Q Co N W Z O U O Ha 0 0- 0 `o O w W Cl) N warn �- o_ja 0 omU Ly Q U a z O ' ^ V W � OL0O Ln Q Lo L^LL-a--JL----j JOB NO. C15-160 SHEET NAME: ELECTRICAL NOTES & SPECIFICATIONS PAGE E-1 OF S H T S RICAL METER nON SECTIONS. ;0-4w.. (E.C.) TOR M NS IN FIELD. C3 CD Z Ln O Z v _ m N Z W Z a U rn < Q � E a o W N c) ♦ a Z o w m U = r x U coQ W ww Lu O ♦ U) o WzWoLo° •^/ O N N r Q 0 V - O U m W W U) w 3 _ z w p LU 2 v 0 � n ® d (D Z (D U) W 0 X J DATE FINISHED MARCH 2O17 R E V I S I O N S THESE PLANS SHALL COMPLY WITH THE 2013 CALIFORNIA BUILDING CODE WHICH ADOPT]CEC2016 CGG� 2 016 CRGAND TH'2016 ENERGY STANDARD THESE DOCUMENTS AND THE DESIGN AND IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF A PROFESSIONAL SERVICE, ARE THE SOLE PROPERTY OF STEENO DESIGN STUDIO INC. ANY USE, IN WHOLE OR IN PART FOR WHICH THEY WERE NOT PROVIDED SHALL BE UNLAWFUL ARC ti/ V� S R ' STF �F * -26448 N�� FN• 2 / 2a � �'10�� F OF c - \F W J U ac)o p 0 o 0 'n z2� U Y co cc Z Q m N O ~0't z LIJ O Ox= U n_ 0 O L1J W co Lu �n N H W � rn i Q U p m U W L u O �a � OLop nd � Lo Q 1..� JOB NO. C15-160 SHEET NAME: FITNESS CENTER POWER PLAN PAGE E-2 0F S H T S L.E.D. LIGHT TAPE TO BE MOUNTED IN SKYLIGHT WELL 2.5 WATTS L.F.. LENGTH(s) TO BE VERIFIED. INTERCEPT AND CONNECT NEN SIGNS AND EMERGENCY LIGHT LOCAL BUILDING EXIT SIGN Cl CONTRACTOR (E.C.) TO VERIFY WHERE SHOWN. LIGHTING PLAN LIGHTING LEGEND N 120V. POWER PACK 0 120V. WALL MOUNTED MOTION SENSOR os CEILING MOUNTED MOTION SENSOR LO-VO WIRING PC CEILING MOUNTED PHOTOVOLTAIC SENSOR PER ALL ENERGY EFFICIENCY STANDARDS. REFLECTIVE CEILING LEGEND SYMBOL DESCRIPTION REMARKS EXHAUSTFAN 24" SQ. SUPPLY GRILL RETURN AIR GRILLE W/ ROUND ELBOW CONNECTION 12" SQ. RETURN GRILL AND INSUL. FLEXIBLE DUCT RUNOUT 24" SQ. SUPPLY GRILL AIR DIFFUSER T-BAR TYPE AT 12" SQ. RETURN GRILL LAY -IN CLG. CLG. MOUNTED LINEAR SUPPLY OR SEE MECH. PLANS FOR o RETURN GRILL, SIZE SPECIFICATION WALL MOUNTED PER PLAN EMERGENCY BACKUP SEE. ELEC. DWGS LIGHTING EXIT ILLUMINATED EXIT SIGN SEE. ELEC. DWGS L.E.D. STRIPE LIGHT SEE. ELEC. DWGS O8„ O4„ L.E.D. RECESSED CAN SEE. ELEC. DWGS LIGHT PENDANT LIGHT FIXTURE SEE. ELEC. DWGS C3 CD Z Ln O Z v _ m N Z W Z a U rn < Q � E a o W N c) ♦ a Z o w m U = r x U coQ W ww Lu O ♦ U) o WzWoLo° •^/ O N N r Q 0 V - O U m 3 W W U) w 3 _ z w p LU 2 v U 0 � n Q ® d 01-1 (7 Z (D U) Lu 0 X D J DATE FINISHED MARCH 2O17 R E V I S I O N S THESE PLANS SHALL COMPLY WITH THE 2013 CALIFORNIA BUILDING CODE WHICH ADOPT]CES2016 CGG� 2 016 CRGAND TH016 ENERGY STANDARD THESE DOCUMENTS AND THE DESIGN AND IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF A PROFESSIONAL SERVICE, ARE THE SOLE PROPERTY OF STEENO DESIGN STUDIO INC. ANY USE, IN WHOLE OR IN PART FOR WHICH THEY WERE NOT PROVIDED SHALL BE UNLAWFUL ARC ti/ V� S R . STF �F * -26448 N�� FN• 2 / 2a � �'10�� OF CAL W J U a� o,o �— ( z� U Y co Z Q m N O ~0't z LIJ O Ox= U n_ 0 Q C/) O w ci� w co L N H W � rn � � Q U p m U w Wa z O '^ �M� v p L0 p ��a JOB NO. C15-160 SHEET NAME: LIGHTING PLAN PAGE E-3 OF S H T S 0(`_Z R. Ar_G EXISTING CONTROL SYSTEM WILL REMAIN. EF-1 UNIT IS INTERLOCKED WITH AC-2, AC-4 & AC-6 E F-2 UNIT IS INTERLOCKED WITH AC-7 U C� Z Lo Z O v _ co N Z Co Z a U rn o ¢ Q E o w N O Z U) O Hw cD 2 O X (j) < W W `L - w F o o ♦C°o� WzwoLo° •^/ O V d N N — U o m co 3 W w wct) 3 _ z w p W 2 c Q D z CD (n Lu X J DATE FINISHED MARCH 2O17 R E V I S I O N S THESE PLANS SHALL COMPLY WITH THE 2013 CALIFORNIA BUILDING CODE WHICH ADOPTS THE 2016 CMC, 2016 CPC 2016 CEC 2016 CGC 2016 CRG� AND THE 2016 ENERGY STANDARDS THESE DOCUMENTS AND THE DESIGN AND IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF A PROFESSIONAL SERVICE, ARE THE SOLE PROPERTY OF STEENO DESIGN STUDIO INC. ANY USE, IN WHOLE OR IN PART FOR WHICH THEY WERE NOT PROVIDED SHALL BE UNLAWFUL SEC ARC y/ G� S R * -26448 N� \Q ,2g1 OQ' OF CAQF W U a00 p0o wOo co U � M z Q N O ~�� zw� _ O p S 2 U H d 0 a- ry ' O U) - W W c) U) � U) N w rn J U o 00 w C)az U a z '^ O 0Lo V O Ln �LQ d Ln J JOB NO. C15-160 SHEET NAME: ROOF POWER PLAN PAGE E-4 OF S H T S ( E ) ( E ) ( E-N ) ( E-N ) 200 A BUS 200 A MLO EXISTING DISTRIBUTION PANEL FLUSH VOLATGE 1 208V. 0 mmmm_----- _----- mmmmmm 1 'mmmmmm m00--- 1 ------ mmmmmm =00--- __ 1 -----_ CHAMP COURT LTG ------ �__ COURT RECEPT.CHAMP ---Q�m WALL RECEPT. ------ �__ COURTRECEPT.CHAMP POLE RECEPT. _----- _�_ COURTRECEPT.---Qmm FITNESS EQUIPMENT �__ -----_ _----- �__ GRASS1 . RECEPT.FITNESS ---Q�m EQUIPMENT ------ _�_ COURT RECEPT.FITNESS ---Q�� EQUIPMENT mmmmmmm 1 • RECEPT. ---QMm FITNESS EQUIPMENT mmmmmm FITNESS EQUIPMENT FITNESS EQUIPMENT ------ ------TENNIS COURT CONTROL ---Q�� COUNTER MICROWAVE REFRIGERATOR TOTALCOUNTER 11 :11 12 x 1.25% L.C.L. = 15,0 K.W. OTHER = 34.1 K.W. TOTAL = 49.1 K.W. = 136 AMPS @ 208V. - 30 U.G.P.S. MAIN SWITCH ( EXISTING) (EXISTING) III III III 111 III M III lrf III 1200A (E) III 1200A (E) 3P fifi/ III } III III~ �L --______ III � -----�--- . III coj 1200A T 175A / (N)100A 1 LUGS N 3P I 3P J ( EXIST.) ( EXISTING) / ( E-DEMO ) + 1 I � I I _ I EXISTING CONDUIT TO " UTILITY Co. TRANSFOR06 MER. I I I co Lu I cy w 0 1 1 1 I � °C 06 EXISTING SERVICE GROUNDING I w r ELECTRODE TO REMAIN AS IS. I z ❑ ❑ w TO BE VERIFIED IN FIELD BY 1 = w 2E ELECTRICAL CONTRACTOR. 1 U Q wLLJ GROUNDING NOTES I z CO w 0 1. PROVIDE ALL REQUIRED COMPONENTS FOR A COMPLETE I U) m ~ "GROUND ELECTRODE SYSTEM" AS PER NEC. 250-50. I a Z INTERIOR METAL WATER PIPING LOCATED MORE THAN 5FT. z Lu (1.52M) FROM THE POINT OF ENTRANCE TO THE BUILDING SHALL NOT BE USED AS A PART OF THE GROUNDING Z ELECTRODE SYSTEM OR AS A CONDUCTOR TO INTERCONNECT IC, w cr 0 SYSTEM. EXCEPT WHEN EXCEPTION No. 2 APPLIES. ATTACH u1 SERVICE GROUNDING ELECTRODES PER THE FOLLOWING: I 0 A) METAL UNDERGROUND WATER PIPE INDIRECT CONTACT cr w Cr WITH THE EARTH FOR 10' FEET. Lu w B) THE METAL FRAME (TRUSSES) OF THE BUILDING. I Lu CC 06 LU w LL C) AN ELECTRODE ENCASED BY AT LEAST 2" OF CONCRETE. I LL W LOCATED WITHIN OR NEAR THE BOTTOM OF A CONCRETE FOUNDATION OR FOOTING THAT IS IN DIRECT CONTACT I z LL z WITH THE EARTH. CONSISTING OF AT LEAST 20' FEET OF 1/2" REBAR I X W X OR 20' OF BARE COPPER NOT SMALLER THEN #4. OR SIZE PER NEC. 250-94. 11 uJ z LU 2. GROUND ALL TRANSFORMER'S PER NEC. 250-30(3) /(A/C 1 A/C #1 SINGLE LINE DIAGRAM PANEL SCHEDULE LEGEND E = EXISTING TO REMAIN AS IS NO CHANGE ( E-NEXISTING CIRCUIT BREAKER THAT HAS NEW TENANT IMPROVEMENT LOAD AS SHOWN. ( R) = REMOVE & REPLACE EXISTING CIRCUIT BREAKER w/NEW CIRCUIT BREAKER & NEW LOAD, ( N) = NEW CIRCUIT BREAKER INSTALLED WITH NEW LOAD. ( D) = DEMO EXISTING CIRCUIT BREAKER THAT HAS HAD THE EXISTING LOAD & DEVICES REMOVED & CIRCUIT BREAKER IS LEFT AS SPARE. 1 (N)125A \ 3P J( E-DEMO ) 0 z 0 06 U co U r ❑ Lu J J a z Lu of 0 H z Lu 0 Lu off$ rr Lu Lu Lu w W z Lu 0 w 0^ 06 w 0 2E w w co H H z Lu 2 a. Z) 0 Lu 06 Ir Lu Lu w w 0 z I- Ln X w EXISTING (E-DEMO) (E-DEMO) A/C UNIT A/C UNIT A/C UNIT NEW EQUIP. NEW EQUIP 208V. - 30 208V. - 30 71 M.C.A. 85 M.C.A. N.T.S. 1 (N) 70A \ 3P /I ( E-DEMO ) ISTING ELECTRICAL SERVICE DEVICE TO BE .MOED & REMOVED. NEW ELECTRICAL DEVICE BE INSTALLED. ELECTRICAL CONTRACTOR ( E.C. ) VERIFY ALL CONDITIONS IN FIELD AND PROVIDE L NECESSARY EQUIPMENT TO MAKE COMPLETE D OPERABLE 120 / 208V. - 30- 4 w. BUS ( EXISTING) I I I i I I I I I 50A 50A (N)40A \ 200A / 100A / 200A / 200A / 200A / 200A / 3P 3P J 3P 3P / 3P / 3P / 3P / 3P / 3P / ( EXISTING) / ( EXISTING) / ( EXISTING) ( EXISTING) ( EXISTING) ( EXISTING) ( EXISTING) ( EXISTING ) 200 j 100 j 200 j 200 200 200 j AFY AFY AFY AFY AFY AFY I I I I I I I I I I I I I I I I I I I I I I I I I I o I I I I I I I I z I I I I I I I I 06 I I I I I I I I o I I I I I I Lu Lu�* Iw Iw Iw Iw Iw Iw I� I� IW IW co Iw Iw Iw Iw Iw Iw Iz Iz Iz Iz Iz Iz Iz Iz 1= 1= � 1= 1= 1= 1= 1= 1= IU IU Q IU IU IU IU IU IU 10 10 z 10 10 10 10 10 10 Iz Iz - I� I� Iz Iz Iz Iz Ic I� w m I� I� I� I� I� cn 0 I a a a a a a a a I I I I I I I IQ IQ I- I Ia la la la la Iw Iw w w w w w ww cr I rr I CE I CE I CE I m I cr I °r 10 10 0 0 0 0 0 0 0 I I I I I I Iw Iw w I°; I°; I°; I°; I°; I°; I❑ I❑ 0 I0 I0 I0 I0 I0 I0 w wLu IU- I� w IU IU IL IL IL ILL Lu � � 10 10 10 10 10 10 Lu II Ix Ix u IX IX IXLf) IX IX IX 1IW lw z Iw Iw Iw Iw Iw Iw 1' rEX-1 r-PD-1 rPC-1 rpK� r-PA-1 i A/C l t A/C 1l A/C # {� #7 I I I I I I I I I I I I I I I I I I I I I I I I L-J L_-J L_-J L_-J L-J L_-J (E-DEMO) EXISTING EXISTING ( NEW) EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING A/C UNIT A/C UNIT A/C UNIT A/C UNIT PANEL PANEL PANEL PANEL PANEL PANEL NEW EQUIP. 208V. - 30 50.1 M.C.A. ( E-N ) (E) (E) (N) (EXISTING) MAINSWITCHBOARD - MS 120 / 208V. - 30- 4 w. 200 A BUS 200 A MLO EXISTING DISTRIBUTION PANEL FLUSH VOLATGE 1 208V. 0 P'SCHEDULE 10 1• RECEPT.• 1 1 __ -----_ _----- �__ ..1 SHOP RECEPT.---Q�© ©�Q--- ' 1 'PRO .1 ------ SHOP RECEPT. COUNTER RECEPT. PRO SHOP _ATM EXTERIOR LTG. ��Q--- EXTERIOR LTG..11 ------ ------ 1FFICE / STORAGE LTG.---Q�m PHOTOCELL & CONTROL LANDSCAPE ---Q�m EXTERIOR LTG. LANDSCAPE LTG. ------ .11 __ CCTV ---QMm -----_ mmmmmm LANDSCAPE ---Qmm m00--- III mmmmmm mmmmmm LANDSCAPE---QWm =W==== OFFICE . -----_ mmmmmm . 1 1 __ LANDSCAPE ---QWm ®WQ--- 1 -----_ mmmmmm mm=0m= mmmmmm mmmmmm PLANTER PATIO ' ---QWm REFRIGERATOR REFRIGERATOR FITNESS EQUIPMENT------ _----- FITNESS 1 FITNESS EQUIPMENT m-----_ ------ _�_ FITNESS EQUIPMENT -©-QWm FITNESS EQUIPMENT FITNESS TOTAL WATTS: 28,480 12 x 1.25% L.C.L. = 15.0 K.W. OTHER = 16.4 K.W. TOTAL = 31.4 K.W. = 87 AMPS @ 208V. - 30 ( E-N ) ( E-N ) ( E ) ( E ) ( EXISTING) MAINSWITCHBOARD - MS 120 / 208V. - 30- 4 w. 0 z C7 06 7 U r ❑ Lu J J a z w Eb 0 z Lu 0 Lu 06 Ir w Lu ui w W z Lu 0 2i Lu 0~ 06 w 0 2 Lu Lu co H z Lu Z) 0 Lu 06 m LJ Lu w w 0 z F L X Lu NEW EQUIP. 208V. - 30 28.2 M.C.A. ELECTRICAL SPECIFICATIONS 1. ELECTRICAL INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST REVISION OF IEEE, NEMA, UL, NEC, AND THE LOCAL CITY CODE. 2. CONTRACTOR SHALL TEST THE COMPLETE SYSTEM FOR GROUNDING AND ANY MALFUNCTIONS. PROVIDE ALL NECESSARY CORRECTIONS TO MAKE SYSTEM READY FOR OPERATION. 3. CONTRACTOR SHALL SCHEDULE WORK TO MINIMIZE INTERRUPTIONS AND INCON- VENIENCE TO THE BUILDING OCCUPANTS DURING NORMAL WORKING HOURS. 4. EXPOSED CONDUIT RUNS SHALL BE INSTALLED PARALLEL OR AT RIGHT ANGLES TO BUILDING LINES AND WALLS. 5. ALL CONDUITS SHALL BE SECURELY SUPPORTED AND EFFECTIVELY GROUNDED. 6. ALL CONDUIT RUNS ARE SHOWN DIAGRAMMATICALLY ON THE DRAWINGS. EXACT LOCATIONS AND ROUTING TO BE DETERMINED IN THE FIELD. 7. EQUIPMENT OR OUTLET LOCATIONS INDICATED ARE BASED ON PRELIMINARY LAYOUTS. EXACT LOCATIONS TO BE DETERMINED IN THE FIELD. 8. CONTRACTOR SHALL COORDINATE ALL ELECTRICAL WORK WITH OTHER TRADES. 9. ALL CONDUCTORS SHALL BE COPPER STRANDED WIRE WITH 600V "THWN" INSULATION. MINIMUM SIZE SHALL BE #12 AWG, U.O.N. 10. ALL CONDUITS SHALL BE RIGID GALVANIZED STEEL (RGS) FOR OUTDOOR AND EXPOSED RUNS. FOR CONCEALED RUNS CONDUIT SHALL BE ELECTRICAL METALLIC TUBING (EMT) AND FLEXIBLE CONDUIT WHERE APPROVED BY CODE. OUTDOOR FLEXIBLE CONDUIT SHALL BE LIQUID TIGHT. MINIMUM CONDUIT SIZE SHALL BE 1/2", U.O.N. 11. ALL MOUNTING HEIGHTS INDICATED ARE TO CENTER LINES OF EQUIPMENT OR DEVICES, OR TO BOTTOM OF LIGHTING FIXTURES UNLESS OTHERWISE SHOWN ON DRAWINGS OR INDICATED AT SYMBOL. 12. SUBMIT COMPLETE SHOP DRAWINGS AND TEST REPORTS FOR REVIEW FOR ALL POWER DISTRIBUTION, INSTRUMENTATION, AND CONTROL EQUIPMENT. 13. ALL CIRCUITS SHALL BE IDENTIFIED ON THE DISTRIBUTION PANEL DIRECTORY, AND AT THE OUTLET(S) OR EQUIPMENT INTERFACE, WITH ENGRAVED LAMINATED PLASTIC LABEL WITH 1/4" HIGH LETTERING, GIVING THE DISTRIBUTION PANEL NUMBER AND CIRCUIT BREAKER. 14. UPON COMPLETION OF ALL DAILY WORK, CLEAN UP WORK AREA AND REMOVE ALL DEBRIS AND SURPLUS MATERIALS CAUSED BY THIS WORK. 15. EQUIPMENT GROUNDING SHALL BE ACCOMPLISHED USING BOTH A NEC CODE SIZED GREEN INSULATED GROUND WIRE AND THE CONDUIT SYSTEM. 16. CONTRACTOR TO PROVIDE "AS -BUILT" DRAWINGS AT COMPLETION OF WORK. GENERAL NOTES 1. SYSTEM IS DESIGNED FOR 42,000 AMPS (SYMM) INCOMING (MAX), IF SHORT CIRCUIT DUTY EXCEEDS THIS, NOTIFY ELECTRICAL CONTRACTOR. 2. ALL EQUIPMENT TO BE FULLY BUSSED FOR THE INTERRUPTING CURRENT SHOWN (ISC). 3. EQUIPMENT CONNECTED TO PARALLEL FEEDERS SHALL BE FACTORY EQUIPPED WITH PROPER TERMINATING LUGS. 4. ALL FUSE HOLDERS FOR CURRENT LIMITING FUSES TO BE REJECTION TYPE. 5. SERVICE AND DISTRIBUTION SECTIONS TO BE U.L. LISTED FOR THE USE INDICATED. 6. OVER CURRENT DEVICE ENCLOSURES SHALL BE IDENTIFIED AS SERIES -RATED AND LABELED IN ACCORDANCE WITH NEC 110-22. 7. THE OVER CURRENT DEVICES SHALL BE AIC RATED PER MANUFACTURERS. LABELING OF THE ELECTRICAL EQUIPMENT. 8. SWITCHBOARDS AND PANEL BOARDS THAT ARE LIKELY TO BE ENERGIZED WHILE BEING MAINTAINED OR SERVICED BY QUALIFIED PERSONNEL SHALL BE LABELED "WARNING OF POSSIBLE ARC FLASH HAZARDS" PER N.E.C. 110.16. CIRCUIT VIA 20A - 60OV. - (POLE AS REQUIRED) LIGHTING CONTACTOR w / 120V. COIL IN SEPARATE NEMA I ENCLOSURE. INSTALL 600w. - 120V. - 10 W. P. PHOTOCELL ON ROOF FOR CONTROL. DIRECT ELECTRIC EYE TOWARDS NORTH. • CIRCUIT BREAKER TO BE "SWITCH - RATED". PROVIDE CIRCUIT BREAKER "LOCK - ON" DEVICE. (D CIRCUIT VIA TIME CLOCK -SEE DIAGRAM DETAIL ON SHEET E - U C� Z .n Z O v co Z 00 ZQ� U rn a E ° W N v Z o 0 � w o CO = x W u) W Wa� w `L cn Co ♦°o� Wzw<1= •^/ 0 Q) V d' N - -0-0 m 0 3 Luct) - U) Lu _ z wo Lij U mi Q Z 0 Lu X J DATE FINISHED MARCH 2O17 R E V I S I O N S THESE PLANS SHALL COMPLY WITH THE 2013 CALIFORNIA BUILDING CODE WHICH ADOPTS THE 2016 CIVIC, 2016 CPC 2016 CEC 2016 CGC 2016 CRG AND THE '2016 ENERGY STANDARDS THESE DOCUMENTS AND THE DESIGN AND IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF A PROFESSIONAL SERVICE, ARE THE SOLE PROPERTY OF STEENO DESIGN STUDIO INC. ANY USE, IN WHOLE OR IN PART FOR WHICH THEY WERE NOT PROVIDED SHALL BE UNLAWFUL SSE_ ARC y� G�' S RSTF�F * -26448 N� \Q 2 28�o QQ' OF W J U a� pSo U n Z � � U m Z a m N O Z LL C 0 a_ 0 Q`/ i O w LLIW M N Luow � J a U omU a LLJ � U a z O (D Qmm 0 LO O-�a d � J JOB NO. C15-160 SHEET NAME: SINGLE LINE DIAGRAM PAGE E-5 0F SHTS. NOTES 1. CONDENSATE DRAIN PIPING SHALL BE TYPE 'L' COPPER WITH SOLDERED JOINTS. GAS PIPING SHALL BE SCHEDULE 40 BLACK STEEL WITH SCREWED JOINTS IN PIPING 2" AND SMALLER AND WELDED JOINTS IN PIPING 2-1/2" AND LARGER. 2. FURNISH HANGERS, SUPPORTS, ETC. AS REQUIRED TO PROVIDE AN ESSENTIALLY STRESS AND VIBRATION -FREE INSTALLATION. SLOPE ALL PIPING TO DRAIN. MINIMUM SLOPES SHALL BE 1/8" PER FT. FOR CONDENSATE PIPING AND 1" PER 100 FT. FOR NATURAL GAS PIPING. FURNISH AND INSTALL A SHUT-OFF VALVE AT EACH PIECE OF EQUIPMENT. INSTALL A MINIMUM 6" 'DIRT' LEG IN THEGAS PIPING AT EACH PIECE OF GAS -FIRED EQUIPMENT. INSTALL ALL EQUIPMENT TO MINIMIZE CUTTING AND PATCHING OF THE BUILDINGSTRUCTURE. FLASH AND COUNTERFLASH ALL BUILDING PENETRATIONS TO MAKE WEATHERTIGHT. 3. CONDENSATE DRAIN LINES SHALL INCORPORATE A MINIMUM 2" HYDRAULIC SEAL AND SHALL BE PIPED TO SANITARY WASTE OR OTHER APPROVED LOCATION. N PLUMBING PLAN SCALE: 3/16" = 1'0" 1,600 CFH JGTH = 275 FT p CD Z Lo O Z v _ m N Z rn co zQ� U rn 0 Q a , a o DW N U ♦ a Z O O Lu co 7C) x W � coc W W� uJ o m z7 ♦ O6 - W IJ o� o c CC Q v (DV O � N � Q 0 N — O W w 3 c w 3 _ z w p LU 2 v U 0 � � Q D Z C Cl) W } 0_ X D J DATE FINISHED JANUARY 2017 R E V I S I O N S THESE PLANS SHALL COMPLY WITH THE 2013 CALIFORNIA BUILDING CODE WHICH ADOPTS CEC 20 6 CG16 CG 2016 C016 RG' AND THE 2016 ENERGY STANDARDS THESE DOCUMENTS AND THE DESIGN AND IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF A PROFESSIONAL SERVICE, ARE THE SOLE PROPERTY OF STEENO DESIGN STUDIO INC. ANY USE, IN WHOLE OR IN PART FOR WHICH THEY WERE NOT PROVIDED SHALL BE UNLAWFUL USED ARC ti/ V� S R.ST�.�F * -26448 W U a� pro w0co z�co �Oo U Y o z amN LLJ 0 ~�'t z OO== U F 0- co O LIJ LLIW M U) N W 0 � U o�Q p m U w Q �a< O wo�p 0 � � L JOB NO. C15-160 SHEET NAME: PLUMBING PLAN PAGE p = 1 OF SHTS. A ., a � z ��S � cc y xs � d a 8 � g ~ E_Ec d pF d; d Y a a g N � � M r•i 'x D � F �. u � ¢ a a Q a - - W cs � 3 � a � - oc `o a Q u E r �� eri � a � N M W W D E c o g C w r� ry � 1 � �i � � o I I _ - s 0 m c E Ala c S W W n a e € s o� � 4 a a e� w o n . � � E o a S Q .. � `9' � � f5L' u u `�' .�' h' ci `� t5i h' � fr 2 2 rY 2 6 2 r2 � C C G C BUILDING ENERGY ANALYSIS REPORT TABLE OF CONTENTS 0 N x° � � Iii m o Si 9 Cover Page 1 A � a PROJECT: Table of Contents 2 o N o o a PGA West Form PRF-101-E Certificate of Compliance 311� 1 55955 PGA BLVD Form ENV-MM Envelope Mandatory Measures 22 n n d LA QUINTA, CA 92253 HVAC System Heating and Cooling Loads Summary 23 1. r m r r 'rr Zone Load Summary 25 ` b a .- 3 c,y . �a yy N 2 O K e[ & Project Designer: Room Load Summary 27 3 n a � a ~ In q Y M a 11 Y m a - Y Steeno Design Studio ffi T o 7� 2 o ffi � Q � 9 o 11774 Hesperia Rd 5 x s .. Hesperia Ca 92345 F E � w N I 760 244-5001 W ' W RZ C z C O C 2 ¢ ' a ve��i " Q a -6 rC oC o r_' U O Q _ UuU 4 m 12 U - it 4% � a = Y U ju z u z u z 8, w z Report Prepared by: _ 3 o z u-_ji o z 3_% __ o 7 7 9 ? Owen Hale o o o Design Development � � i 10687 Lincoln Ave Hesperia, Ca 92345 v 760 662-3726 t`m r. 8 fci I a E ' E E E o » Q Q Q V m V V m V N N v Ml v ry n - - a m rn m F P �� r 4 F Job Number: m I c m ` 3 g Z S g m z m� Z c Z 31417-1 m e 11 'a T ° N R ? Y ` 2 'N a Y N m m N - m w A to Q A - s Date: 'R '� 5DE1 v s R yc , , `1.� -s R yo v `� L ,Iyo -d c �m 3 1. `c 3 O q c 3 '' i . z° � s a z z 3l1512017 a £ z x a I u 7 Q p ❑ u u " it G a ffi w S. LL ° u yy 6 6 a a m The Ener Pro corn uterFrogram has been used lo. ertorm the ce.lculations summarized in this compliance .This program has a ravel anal is - -_ 9Y P P PI Itj1Qi Pr 9 o .. ° vV '" o __ .. authorized by the California Energy Commission for use xith both the Residential and Nonresidential 2016 Building Energy Efficiency Standards. •" � . W _ >z g . e � W 1Tis am developed Ene SQE Software-www.ener .CCm. £ n u e E - " u e £ `u' e e PnY rgy 9Ysdl _`s1:-5 .Q i5 ip5 u r t a � ? � .� S .o E m1 'a EW -P S a m' ® o E m' o 'a E m' Far.wPm 7.1 by EaergySoR Job NunkbK 10: 31417-1 User Number: aefal Q q Q d w, F R q I ¢ w ¢ °d a Fail ❑ Fail j] ❑ Fail ❑ 3 E ro 3 2 'o Pass ❑ m Lr Pass ❑ ❑ ~ Pass �; gymm, = u s ❑ L �m CStatus'M O ita[a56 Z Z N status, Z 8 o �f N r r o c M M r N h N uT R .= C � � C C w `� Y = N N - v v -1 y G -t ~� .3 v E m "E e' e`% s i n n v r• C . ". a. n p n P u ry [J ,. 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C F N H h 4! - V I� V Z m LJ I� '� V 'j V F V O h h [s ._ 4 ❑ Fail ❑ N 6 u F I ❑ � :c w w d Q N b Yi Y1 V 'zzt ❑ V Pass ❑ ,, 9 ,° '° ., 4 o a V v w _ - a Z n - r- e n o ca v v N v N N 'z cn �r r r r o ° ° 1. e w - o 'S 3� o S y z � w 3 m 3'15 f d S V p d D 6. p r� q z a ° `t r ti N N E E -° r E E o z a �' 3 E � 2 W 2 E R �' E 4 4 z' i ,a c = o z - 10 4 R z O v W I tl V w Q gN wy „ � O - 4 LL g d ° $ i auc 4 m �i ovc 4_ - 8 5 i= s E z- s R x B z 2 V - J b YY l7 ° 9 2 - Z �,. 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C g W �' V V V V a V ee 4 V a ae U 43 V V U V V Q�Q V 7�7 V ra ^ a a r. z .� J E a z z z z z z z z z z z z x z z f u �" Lrl t e z g�x Ode '�F � � Q Cp 6 a� E C 7e � S � o e � _ D Id 3 m F .4 e=i S O w g ,� E Fait/ ❑ ❑ ❑ Pass ❑ 1110 +41 � 3 c y i o D o a � a E 0 � ci y o^ � �� a o 0 V a u d W O n M m3 � rL ¢ al 2 ° z d W N � � N � C Q ro x i3 0 m z o � � s � � � S � S7 d m 6 L � G m '- u M o u s ° E V a U n y g 2 F - � to E ,g E � Q v n � v m v o- �- E E b T. & O ® a o z t � `o E 8 § x v y � a v � _ " E � � � E 4 ql O m a `p O s « � O � m ,c w £ err � � � Q � E � a � � - � E E E = � •E m m _ - u .n -i c al _ - a m� � a 3 N YcY V - F _ V _� p Z, te- - _ 4 N N W 9' p« d pD - Y LL �' � S v a C Fr v ii 5 U p W C�� v z z - � H 3 4 I ¢ 1 r- YJ 'Q qr N 41 I N - ¢ Fi" ¢ g ¢ � v P -c� a-^ u � E Q 8 a a a s ry ii rn N r< a t; � I- ❑ I" u. a r a � 6 Q c m '- V V �y I V = V o V$ V V V U � J V V J �y '� -.3 m E� 8. 2 V 2� 2 2 2 CY Z 2 2 i � � d :� � [74 -a -S eg L T St i°. 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Ids V 't a V C j� C O t w � � ❑ df S3 E � p � 7' � � Oy Q '«B a c u E E 2 ° E E oue e 2 is`e °uk N � 7 • d n 9 a ''-1 y u C ce a � u c m V c E ` �� a� C �' E v ° O � v a � o � Y °� Tv � LL y A u x w w r F E E o' u u ii r .1 S a •° � 7n 3 3 3 d n v °� h � a 3 N a a` w ,� � V m w s( •n _ _ 0. r � rao 4 W F. « LL aa+ ,n � V O ° � � � � E ° V V �1 �` u w � 1= v '� yy a VI �u 4 4 n1 # 4 4 4 - _ s E a � r v g u `� n `Tc �� n o s `� `rf' `� W S rs V � � - � Z s � ��x 17 d c 'ttlt r¢i 6 � i � p F e V � � V gn �Gy � C ~ at.1 C ` V ' 4 Ys a ❑ � w � u �i Fail ❑ ❑ ❑ ❑ ❑ ❑ Pass ❑ ❑ ❑ ❑ ❑. ❑ V q N S O � O �i C �� o m R a ,y O w tl u_ � '0 9 0 C 2 Z Q E¢ Drn o a o o D u E 7 W a` a V 2 D o D v Z O h � ¢ u d a 'x �2 a o `p - - c s $ - .4 d o _ 8 o � df t7 YJ Q ,F $ 9 •� .4 B � c°i E _W E .. C a 4 � E 8 0 J o cb � - a d _ a � E E p 4 .h « C 4i �+ y c � n e `a � l3 ° o c c � N - a � a v° `a 3 e � n � a d a Z � m E L� ° s rii � � � s � � 'e ° ' nn • E W F y C s E � rs �� o E �� p � ri E a E a � A �° z° s `° u � d m A E o� m° ° � z � V a �_ z: _c' .'¢ 2 E Z � 6 � V +O � m it � « n � C ypp 0 c �� - C q p�� x Y f- a - fl 4 it 'D y � '� �i � ry �t5 C a �j - t E s?i eepp E •n _ c� •r +� N m g © o ,,yy E r y a r' � a u� c u e C i c €ail Pass ❑ ❑ c � �� a a P p S m o c z 3 o ro e' � � n . Z E s Z ^� 9 c � C m R c � o q ~ a ❑ ❑ V i G x ¢ � t; c E w 3 � '� � O F^ W ¢ fr 4 >� ° R L7 Z V p 6 � .24 rJCrJiy u GG6❑ ��„ ilia]]] GH a ❑ � � u � � p « Q © Y a re u 0 9 x �yX S a c �� o 0 Fail ❑ ❑ pass ❑ ❑ � m � - CS aq SS p y o Q d .o m « � °m O a M � r a a n s � s C B �+ i n � � D y u V tT � co 0 � E *,� E � 1x u q a U Q. d m +fi m � E 5 >x 2-1 E m Yr a � ¢n' 0 A N o W a Fail ❑ ❑ ❑ ❑ ❑ Fail ❑ ❑ ❑ ❑ E u Pass ❑ ❑ ❑ ❑ ❑ ,� E � M x q n m �� Ei7 c c.� l7� D n ..n a `o c O� 9 �' 'r'a`rs a w ,kav`i n� # m BETE � m Y � m m x vr°soE �aD E �€ m �O a3%�`` n � �� 3 n 8 o�Fi '"e ¢ E 3 _ a ii e o ¢ ~ t � Sc' .4c1 m 2 a: 2 yy. b L a 't ac � u � O ENVELOPE MANDATORY MEASURES: NONRESIDENTIAL ENV-MM Project Neme Cale PGA 'West 3/95/2017 DESCRIPTION Building Envelope Measures: §11D 13[ay: Installed insulating material shall have been certified by the manufavhrrer h1 wmply xdth the California Oualiry Standards for insulating material, Title 20 Chapter 4, Article 3. §11 D.8[°): installed All Insulabn Materials shall be in compliance LndkFr the flamespread rating and smoke density requirements of 9 9 � Sections _602 and 7D7 of Title 24, Part 2. §11 U.8[fj: The opaque portions °f Framed demising walls in nonresidential buildings shall have insulation with an installed R vali of no less than R-i3 between Naming members. §170 7[a). All Exterior Joints and openings in the building that are observable sources of air leakage shall be caulked, gasketed, weatherstri ed or otherwise sealed. PP Manufactured Fenestration products and exterior doors shall have air t; g a G ea 4 c y+ g II $ � 4 4 a 'Y "' D a '� ° D ° `o � 4 � e o � � $ o. FS a 6 � In s1 � O J j I�j � V I� ¢ � lu a 4 � o � z; w S z a w � °' 'y� m w o} � D � � 0 4 ° 4 ° �' a W � � a .4 a' a .8 C .� a � � n is �' 4 pp �.r 2 Z 2 2 2 2 � Z tNcV N. 2 ej. Z H Z g� 2 � c � E E E .� E E E S G °" s � � a � L a [i 6 a ti r1 ri C � G � � WQ F 3 u � 'g 2 c � a � v h V z a 3 rJ u a � �$ $ 9�9�� Y 6 � c�i � e � y n� �� $ c o m � �� $ o � c -O � � �' E i E P.$ L7 0 U V V V V W fail ® ❑ ❑ Pass ❑ ❑ ❑ 6perable Window Interlock ¢ ¢ 190 A(np (Y,INj z z: LICV (YIN) � � TRA NSF€R AIRFLO'VJ (CFM) L d � DESIGN VENT AIR FlO1N � a `-j CFM .-. n RECYD VENT AIR FLOW (CFM) � $�' � z � MIN. VENT PER PERSON vPi .ten gCFM rson '� DESIGN NUM. OF PEOPLE �, n MIN, WENT PERAREA � _ CFM ft2 [ONDITIOMED AREA [it2] n � n VENT SYSTEM ID z � zD a w DDCCDNTROLiYIN) z ` MAXIMUM HEATING AIR ' V FLOW FRACTION ,z.1 MAXIMUM HEATING AIR ¢ ¢ n FLOW [CFMI z z: MINIMUM PRIMARY AIR � a FLOW FRACTION q z q z DESIGN PRIMARY MINIMUM q q ¢• a � Q >= AIR FLpWICFMI x a a 2 � +� DESIGN PRIMARY AIR FLdW gQ Z o (CFMI ffi a .. HEATING/COOLING a ID zcs go 3Y r F rs I- � W d Q D a n u � `au .1 a Vass ❑ ❑ p V c p `- � - i w Q a C s w `-° z 4 z � vz a d z 4 c � � a � �i °^ 3 ¢ a a a m z x � a ¢ d z z a m P v :J 7 a r e U � ` C 2 r1. m � a to 2 N � a ~ d V +n ¢ �`'' oo Gal W p E � V � U N � O Y Y O ieVi ¢ P x e �' E Fail ❑ ❑ n S Pass ❑ ❑ = u' a ¢ a •p z z E r' G � 2 2 a m g g � a O N » o ¢ = 2 8 � '� z z Q V m � '�E- � x Q � z a Z ma a n J g m U o _ x ° � � z E E F E 3 a - a � y, Z w u O m HVAC SYSTEM HEATING AND COOLING LQAD5 SUMMARY I PGA Jilest 31151'�0�7 TRI�hI E YHC120 1,�620 ENGINEERING CHECKS SYSTEM LORD Number of 5 tarrrs I Thal Room Loads L!t Return Vented Lighting Return Air Ducts Return Fan Ventilation SupplyFan Supply Air Dusts TOTAL SYSTEM LOAD COIL 810 GQQLING PERI[ COIL HTO. PEAK Heating "tern Sensible Latent CFM Sensible Cut ut er5 m "�U,C]I �' -Wt ''• .Jt� E7� 2a•E7T Total Output &uh t�•07r. 11 ❑u ut tuhlsoft) 74 t �•'�7 t•-�'a Cooling System 9,_ Y� O ufput per System r•�.� 0 3R,892 -7.1&B &fD 37.572 Taral Output E3tuh �.� 4•�2 19.Bt2 Total Output vns 6.9 �12_14 Total Output €Rtuhfa. gm 5[.2 Total Output [s on) `"" = 125,3T9 69.t�,s Air S Rem CFM per S tam 2•S5c HVAC EGlVIPMENT SELECTION Alrflgw cfm 2,8UC Tr`e `fl-IC12U Total AdJusted 5ystLgrl Output :-�:Ii.+areeForPe.b,ir•• �. �.ili:ma TIME OF SYSTEM PEAK 78,7fi7 U C,177r! T8,7F7 r] -u ` �' iu Airflow cfmla t.73 Airflow cfmlTan 1Cvc 8 Outside Air 'd -°"�' DutadeAr efnVs R V°1. Note; values above Ivan atAR conditions HEATING SYSTEM PSYCHROMETRICS Airstream Tam eratures at Time of Heating Peak ti1C tP-i He,: n� Catl `; NCIy Fan 2,'-'- rfr- 7L1° fl_I t R(]QM r ., COOLING SYSTEM PSYCHROMETRICS Nrs a Fall ❑ ❑ ❑ E � Pass ❑ ❑ ❑ N c rN-1 O u A!4 °Fool$ urn QQ °ti o s�� ab'i ci V�F�i u 7 E m > n E V U�� O © p � Q e1 U W a� p O 2' a 0. m Z2npw �� °w Nzz 2 �z2 Z E ~ D � u y r i' n pop � 2 i = N O ' � � O W a a O $ Fail ❑ ❑ Pass ❑ p 9�i u 'Y rn � a `o 'v" � � -ate ro q 5 V � u01 y, W 3 9 a m as m s - 7 C �zN � ❑ g m G X 4m M � $ 2 Z o ri a 'Tip u n� u r� } rC' M z _ m E Z ry v Y N N q n 'W QaQ ai VV--- qz $• Ih S Fail ❑ ❑ ❑ ea c rY 9 V P;�tis ❑ ❑ ❑ a MCH-1aA , Condenser Water MCH-l7A Reset Controls I I Y �i MtF1-16A SuPPHAarTemPReset I I • m TES Systems MCFI.ISA E Dlgt. Energy Storage $ A MCH-14A DX AC I I 1 0 Auto FOp for Air & MC$I.13A MCH-L2A FDDforD%Units • Auto Demand Shed g$ MCH-1IA Control I I I n � Flow W MCH-l0A CQ tr°li �y E MC}I-09A `'uPPh` Water Temp. Reset , � V MCH-OriA Valve leakage I 1 I � s M e u MCH-07A Supply FanVAV t I I DCW i MCH-MA Economizer Controls ¢ s� � MCH�A , � z �' Mt.H-e4A Air Dist. Duets , t � 2 MCH-v3A Single Zone Unitary � E Dutdoor Alr _ u V a � MCH-e2A x '. x 'ac '6 c � ., � ., 2 S5 a � e 9 9 u - D w D � S .Y r m yr � � W tY >� � U N � } ~ r L7 O 7 HVAC SYSTEM HERTING AND C04LING LQADS SUMMARY PGA West 3/151201 ; =_.alr N�ree Fro ... 7RANE 4NC©60 725 ENGINEERING CHECKS SYSTEM LOAD Number vF 5 terms I COIL Total Room Loads E!!E' Return Vented Lighting Return Air COOLING PERK COIL HTQ, PENS Heating System Senslhle LatentCFM Senslbl® C ut er S m ur_n: 2.E5 22aS 1@e'. d, Fd2 Total Output &uh li [: JC U Cut ut tuhlsoft) f,a'- U Ur Z to Z O � Z n Z Q -;3- (_) CF) 0 0 J Q T E W N u Z 7) C:) O w m .� x ., U)rnmQ LU w ILL � 1) 0 ::) r (n co o 0 � o -o W zw Ci Lr) N L,L Q � C V � ofN O F� 1-- Q - rn - o U IY ") �: Iliw `. � Cl)V) - I1111 _ � w 3 W (] w 2 a U Q Q 11 V l.1 W LL X J DATE FINISHED MARCH 2O17 R E V I S I O N S THESE PLANS SHALL COMPLY WITH THE 2013 CALIFORNIA BUILDING CODE WHICH ADOPTS CEC 22016 CGCG` 2016 RCGL AND THE'2016 ENERGY STANDARDS THESE DOCUMENTS AND THE DESIGN AND IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF A PROFESSIONAL SERVICE, ARE THE SOLE PROPERTY OF STEENO DESIGN STUDIO INC. ANY USE, IN WHOLE OR IN PART FOR WHICH THEY WERE NOT PROVIDED SHALL BE UNLAWFUL STF * -26448 � N� \Q �1 F 2J 281 o OF CAS It 0 0- "� Ua � Z � - H Vr (O U7 UY� z QmN Z W ® UU � a I..L ' v W co N Q U O m U W Q ~ a HQ- U a z d' p� ar �nQ ILL JOB NO C15-160 SHEET NAME: NON-RESIDENTIAL TITLE 24 COMPLIANCE PAGE T24-A OF SHTS. �e�mm ■non■■■m II�I��III III u v, v p � t5 r � � C r 0 a 4, 0 ❑ 13 ❑ C y V � C W 0 C G r s rj a ❑ ® ❑ 0 0 = 0 tv V tnn a a r- ❑ V a` 5 E E R $ 2 W 2 V CO a _ 'a a V 2 - a a C o Ef 0 13 e a 0 A c EE c s 8 a D tZ U a u W In ❑ a R J c ~ � � 6 i U Z y � c z 0 o " � m 1 0 7 N a as tE U V a a m C 'd5 c v C N T-3 IJ A 1 4 O ' O W _J F t0` p CJ ❑ H a m 0 a 0 m C1 0 m Z - G V1 7 W ia� ('j � e❑C V � C7 � E Q C a a y W d l � z log O a W Q= u = s y ❑ Z a E P w u � 75 ry L G Ca C 0 a E 11 a _ s 4 a a ti E T m 8 i �i Z. - C ti E u w o m 5 E - E a � 3 - 0 w W � ❑ a - .E w rrV.� en Wa n. - 9 2 Z Z Z _ 2 V 8 � z a w x b tr, :r7 cn 7 >_ } Y ��I■II��I� ��i■-iiio�oi■ W �1_ r H � � V u N.Z '-' D ycc H � m + 11 c 4 « N a m c 1 a S, rc r u v �l Z m 2 Sr a � - � 6 � C ¢ ❑ V az -a _ u 3 m N a « N co v c Ln ni >i m my C a W m V a .E 6 rn o Gr 00 M a LL m s W O _. a M W W u � m H a E o E E u 3 c E JEi V S •=' rn w a m _ E czu cvIIoe L �ta++ c rP u i z mz c b a q +-I 2 m = f- G C R L ¢ C - a - 3 = r m J v O � p 8 T Y lu V Ut- ¢ « - a p 7 = a s L ¢ D v S W 8 J S ❑�,,, m [L T + t rE - o V eG m x C C W 2 o ,>4 Fail ❑❑❑❑❑❑❑ H Field Inspector 0 40 a q pass ❑ ❑ ❑ ❑ ❑ ❑ ❑ a h b , ✓ifRcceptance u q lei Test Required 2 v c u v x 4 14 4 Control W o Credit 2 C� ^N a ❑ c (K x L) m a l = ro $ c y o u PAF c'u cQu N c� c e Q F- w _ '� a O C$ O' G C5 e E e E ❑ c E D.v Watts a1 ° 4 a Controlled Lighting x 8 c 8 U a ❑ E" §140.6(d)lit _X(a)2 t> > e 2 E = o c 2 a¢ m l7 §130.1(dj a c c C u u Q a m §130.1(e) t c §130.0(b) ui 4 � h b u❑,t Z u as D D C 4 Wl a 0 2 L m z N b t.9 Z! [Q�s p QQa p 3 m o E a 1pw [p v ii v a 2 - C L C C C 7 P •• �® v "c E m v c - m m m m D r~ a7A u a a rn a � no � � � E c � '�, 'c❑i ❑ Z ¢¢ �• �r cc �' y'' o cap_ C Lr b rl C _C Z }5 cam,, C c Lu C W W E- rr o t Q ¢ U Tcs ❑ a m N 3 m a o J J J W= ^l ry C N E r r 0 w✓ r oar a ❑ ❑ Q ❑ ❑ ❑ = ❑ is W @ O N E � « a ° a u V ro q c E v D fl .. E _ `a •Q m �.• m E '' € ai 'qcp d c oB a e m o 'c & a L m « E _- n` rcr •�o E nr U •� � � ,� C @ � `o i+ a a E 0 o � ,@ o �- E E �E E E E M D a G tie 11'1 Tn � 'fi4 Tn ra rii Ti'i tS a S `y a - a ry c ah ai C aT E r -❑ u 5 a � m S C z e a 'p ry A ry G e ROOM LOAD SUMMARY System Name Floor Area -ROOM O,D SUMMARY PAGETOTAL �� TOTAL'"Total Indudes, vardlation load for zonal systrairrs, ] ' W 0 ,^ 0 2 m � q ry Q V rL 3 r0 O O O >1 6 Ci w ❑ �, em � w w m av c � a o ❑ o o z p ¢33 m 12 M. m If C w fl O 0 i m y3 a u a c ° E D � � � iCs ssyGu N pl o aQ s F C E z c a � O p V 4 �' L r^"I W N 6 L❑ ❑ � m � � a a u 10 oa �' m a a. LU a Lu r, 0 n c £ n E m 4 O m E _ a _ - - m E @ c a = t uZ 9 Qoo; CR c v G U - xi c C > > > z a; ry 4 M 0 a 0 «" ❑ tL 33 u b 01 o ry c a a a V a V U V r - L 9 � o Z Z c z = o a a � i+ [J z a uV1 '� as - }• m =� i0c+ •Y C 2 q - - V¢ o dill � � ° E y o ti 0 X c a a -,1° zO O Z a s r o � 3 � ma`s n D Q= W yW� E i®❑❑❑❑ O - U Z u- U= ❑ a Fail ❑ ❑ ❑ ❑ ❑ 4 Pass ❑ ❑ ❑ ❑ ❑ C 1 C M _ a e w ~ a' g ,ro E m LIP ` E 4 m 0 0 a O 0 C i N Q ru 2 a a H rG c E � c � � a � w n a C of N Q u au m j R � ry O d n � Y D 7- of ti r° m R ~Q c a SB = m C +0 -p 5 d C Square feet �+ = of this office m C al E T9 O O a N F V Number of ;i - - T « = m O° N C Luminaires t ux1 E' m c I W o 1 a IN @ u M a - a - N m a - } o _ E 0 `o E- - O E y E •� u a u v c H £ F W ROOM LOAD SUMMARY -Project -Name PGA West QJ Pill DUMB ; ,., ROOM LOAD SUMMARY PAGE TOTAL TOTAL* W 0 � u,„ 0 a � 2 ¢ rJ OaB U L � o W w 2 rc rr, ` � c a E .a. 4 FA C L C U a b c a C a E a E a a c u m � G � •c � D O li �z�yy a 2 G V -• F �- � a o ❑ ? ii ti z m W a 7 W 7 � C ❑ V C7 � V p J a GI g a� d '�y•'CR w c W �s �2r� VW m l.L Z z r••r N S � � O c # � m E E E $ ,, M � � `❑ X� O X U W J U W J J J J W Z Total Instal led watts In this area ICxEI ti N Tr N N �-I? g r e� Number a Luminaires u' C 3 rou CECnefault ❑ ❑ ❑ ❑ ❑ ❑ ❑ 19 Ed o � from NAB W z � 2 W z Watts par - Q u LumlmalrP L; W N N N N N tdt�� yqt]yy RiN- ©d© N a. 0 n � � u r r r >` z= •c r E m D c E ¢ ¢ ¢ ¢ ¢ ¢ ¢ al r6 l6 0, e] 0r6 C m W °' 0 0� O O O O � tC [m' rp rD rL rD a V ul C C C C C C C r +7 Z . C E yi a J J J qt J "•� � C L G g G G L U l7 C110J rn F J O [Y W Lu W J J W O $aa jai z � NO �s tp V LL W U. W LL W LL LL W BUILDING ENERGY ANALYSIS REPORT TABLE OF CONTENTS Cover Page 1 PROJECT: Table of Contents 2 PGA West La Quinta - Fitness Center Remodel Form LTI-01-E Indoor Lighting 3 55955 PGA Blvd, Form LTI-02-E Lighting Controls 8 La Quinta„ CA 92253 Form LTI-03-E Indoor Lighting Power Allowance 11 Project Designer: Steeno Design Studio 11774 Hesperia Rd., Suite B Hesperia, CA 92345 (760)244-5001 Report Prepared by: SR)kX=XX00fXKXiXD=l Steeno Design Studio Job Number: Date: 3/1412017 The Energyl computer program has been used to perform the calculations summarized in this compliance report. This program has apprvwal and is authorized by the Celifomis Energy Comm issim for use with bdh the Residenlial and Non residential 2013 Building Energy Efficiency Banda rds. This program developed try EnergySdft. LLC - www.energysaft.CCm. 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H UJ 0 a 2 l- y E n o m •e t Ll U 3 Z CC c u W a d a '+ 2 `°' fZ-eJ - Z 3 pc "a° u t72 c raw CL $ lL U a m o @ D �+ r m o o ¢ Z _ a � Z T s v= rW $ a 2 Q a@ j J `a o¢ E ¢ co g E 8 to a m w v o D i __J i v❑ w' a o y a 7 2 i fJ ❑ W Y E J w U _J c v Z a o E Q 0 F= J c r°0a ❑ W o z Q cm Q u F P o $ a S7 `m c S c m = r �rS� a c LL O S ~ j_ 3 Z s m IL ou Q' W yej - LL C pa } o W O LL �� ❑ d� 0 = G O � � ❑ W '$e .� a c -SL {i � C a.0 z V _ - Z ¢ �' m m ❑ OC H tn: a w C7 w `^ c f .¢ l� 3 w• F a m Ti ¢ 3 3 m u, F a �•'v�r 'a i .•. O m 3 • 2n rc E G E❑ n u c z a Ja ~ s 2 rc. O y ❑W 1g C a w a C:] w 'i la' is 0 m z a a W a, It a a W q W 4 - °N t7 ¢ v v c o-as o o a o = {y m Q Q a c A �a. 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N y a c E In to a v 5 a C - 38V E.o C k g C v •o .0 I � E a (n y 3 u ° m R' _ •m � a 5 W z c rn�a ca- a n o c .2 [t M 4 di w Q U c E °C e U C yy QI m z 0 n $ - � a v c Q gg o ?. f- •• E E fl o4 z « g R y e c 08 L.-i k3 E c .., ..� r, c rri $ r - e W V pp E uup p N a a W a r Ohm $ V a M r C u ❑ } r�rr v a 3 M D C C U D O O O 0 N U u r J/ '� � 2 g- - a ❑ uo � � � 3 _m v o _ w _ -0 O E 3 C e v, Y N w� tiry •� V w E � M a c u O 4 0 z ❑ u p O ep °a E u W m 4 p = ry p U w m K CLd $ a c N W C n G m a G 0 G m u a' M ti C � ❑ � Y � Z E t - n N `a u o d u S v u - v u a a � © 2a1 G C J3 d E a a dl = C a V L C C O' C C y � °O a o '' a a °} a �_ � o •-, y cn N qp c a�i In vc � r 0 y c p 0 a a �rJ N p h m Q Ti' f m L E a a re a c u C t - - - a a = 4 � c v - mq m m a a - = _ a 2 1 14A � U 0 +v Z ly W U Ur zL0 0 z -:I- z z Q U `r) J Q E 0 w N V Z U) 0 0 w co x U) U) co W w¢� w `L �oQ) . CD _0 Wzw Ci Lr) � N � - C - o LU w — U) w 3 1� _ z w U w 2 a C� 0 IY Q Q LL 0y�/ U) LU 0 LL X J DATE FINISHED MARCH 2O17 R E V I S I O N S THESE PLANS SHALL COMPLY WITH THE 2013 CALIFORNIA BUILDING CODE WHICH ADOPTS CEC 22016 CGCGI 2016 RC` AND THE'2016 ENERGY STANDARDS THESE DOCUMENTS AND THE DESIGN AND IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF A PROFESSIONAL SERVICE, ARE THE SOLE PROPERTY OF STEENO DESIGN STUDIO INC. ANY USE, IN WHOLE OR IN PART FOR WHICH THEY WERE NOT PROVIDED SHALL BE UNLAWFUL ARCh'. G�' S R•STF�F Or 'Z �` �• 2128 O OF CAS �� rrrrrrrrrrrrr� Ua Z UY� z QmN O ~ ❑ Z U,® OU I-_ a 0 1 w V ry LLI Cl) N Of i— J a U omU LIJ Q F - a U a z 0 rn p�C) v M JOB NO. C15-160 SHEET NAME: NON-RESIDENTIAL TITLE 24 COMPLIANCE PAGE T24-B OF SHTS.