The URL can be used to link to this page

BTTR2019-0004 Plans(2 = 1) MANUFACTURE TRAILERS AND DECKING TO BE SET ON SITE FOR TEMPORARY AND STORAGE USE (NOT FOR PUBLIC USE / ONLY FOR PRIVATE USE) -AN ADEQUATELY SIZED DEBRIS CONTAINER IS REQUIRED ON THE JOB SITE DURING ALL PHASES OF CONSTRUCTION AND MUST BE EMPTIED AS NECESSARY. FAILURE TO DO SO MAY CAUSE THE CITY TO HAVE THE CONTAINER DUMPED AT THE EXPENSE OF THE OWNER / CONTRACTOR." Construction is NOT PERMITTED in the following Code Holidays: for MORROW RESIDENCE 55075 MONROE ST LA QUINTA I CA. 92253 New Year's Day CONSTRUCTION HOURS Dr. Martin Luther King Jr. Day October 1 st -April 30 President's Day Monday - Friday: 7:00 a.m. to 5:30 p.m. Memorial Day Saturday : 8:00 a.m. to 5:00 p.m. Independence Day Sunday : None Labor Day Government Code Holidays: None Veteran's Day May 1 st - September 30th Thanksgiving Day Monday - Friday: 6:00 a.m. to 7:00 p.m. Christmas Saturday : 8:00 a.m. to 5:00 p.m. Sunday :None Government Code Holidays: None I.- ALL WORK GALLED FOR IN THESE PLANS SHALL BE EXECUTED WITH EXTREME CONCERN FOR CRAFTSMANSHIP AND SAFETY IN FULL ACCORDANCE WITH THE ADOPTED CODES AND ORDINANCES OF THE JURISDICTION IN WHICH IT 15 BEING CONSTRUCTED. 2.- ALL WORK, WHETHER SPECIFICALLY GALLED FOR OR NOT, SHALL BE CONSTRUCTED UNDER THE LATEST EDITION OF THE CALIFORNIA Ave54 Ave; BUILDING CODE AS ADOPTED BY THE LOCAL GOVERNING AGENCY. HaflingerWay 5.- ALL EXTERIOR FLAT WORK SHALL HAVE A POSITIVE SLOPE AWAY n FROM THE BUILDING (2% MIN.) (GRG R401.3) 4.- THE GENERAL CONTRACTOR SHALL THOROUGHLY FAMILIARIZE o HIMSELF WITH THIS DOCUMENTS PRIOR TO PROCEEDING WITH ANY CONSTRUCTION AND SHALL REPORT ANY DISCREPANCY TO wargd c THE DESIGNER PRIOR TO COMMENCING ANY WORK. SHOULD ANY 1 Dr o DEVIATION BE MADE FROM THESE PLANS WITHOUT THE WRITTEN w CONSENT FROM THE DE516NER, THE OWNER/CONTRACTOR A55UME MaO-O-WarCt ALL RESPONSIBILITY FOR SUCH DEVIATION. 5.- THE GENERAL CONTRACTOR SHALL SUBMIT________ COPIES OF SHOP DRAWIN65 OF ALL MANUFACTURED ITEMS ( i.e. CABINETS, TRU55E5,ETC.) TO THE DESIGNER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. THE GENERAL CONTRACTOR WILL BE RESPONSIBLE TO PROVIDE ADEQUATE TIME FOR REVIEW (10 WORK I NO DAYS) OF SUBMITTED ITEMS 50 WHEREAS SUCH REVIEW SHALL NOT ADVERSELY IMPACT THE CONSTRUCTION SCHEDULE. nunder Guttch Way I TE-----*, 6,- INFREQUENT SITE VISITS BY THE DESIGNER OR ENGINEER, IN m 3 NO WAY ALLEVIATES THE CONTRACTOR'S RESPONSIBILITY IN 0 REGARDS TO CODE COMPLIANCE, SAFETY OR THOROUGHNESS. _ ALL SUB -CONTRACTORS SHALL VISIT THE JOB SITE WITHIN 24 HOURS PRIOR TO GOMMENCIN6 WORK. THE SUB -CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING RELATED TRADES 5UB- SURFACE PREPARATION AND SHALL REPORT ANY NON -CONFORMING DISCREPANCY TO THE GENERAL CONTRACTOR. EXECUTION OF WORK BY ANY 5UB-CONTRACTOR INDICATES ACCEPTANCE OF THE PREVIOUS TRADE'S WORK. X 5.- THE OWNER AGREES TO HOLD HARMLESS, INDEMNIFY, AND Greg Norman Course Resort DEFEND THE DE5I6NER, HIS EMPLOYEES, AND ENGINEERS Course IPGA Westl AGAINST ANY AND ALL LIABILITY, CLAIM DAMAGES AND COSTS OF DEFENSE ARISING OUT OF THE ERRORS OR OMISSIONS, OR NEGLIGENT ACTS CAUSED BY THE MODIFICATIONS TO THE PLANS AND SPEC I F I GAT I ONS. q.- ANY CHANGE, MODIFICATION OR ALTERATION OF THESE PLANS SHALL BE AT THE 50LE R15K OF THE PER50N MAKING OR CAUSING THE SAME AND SHOULD BE REVIEWED BY THE DESIGNER NORTH OF RECORD FOR CONFORMITY WITH THESE PLANS. N.T.S. PROPOSED TRAILERS WILL BEAR THE APPROPRIATE INSIGNIA 10.- VERIFY CONNECTI N POINTS FOR POWER TELEPHONE AND GAT\/ SYSTEMS PRIOR T T G O P O I T L G T N INDICATED FOR TRANSFORMER LOCATIONS, ETC. 11- COMPLY WITH ALL UTILITY COMPANY REOUIREMENT5. PROVIDE ALL RELATED CONDUITS, PULL BOXES AND RISERS. 12.- CONTRACTOR SHALL VERIFY ACTUAL DEPTH AND LOCATION OF ALL EX15TINO UTILITIES PRIOR TO CONSTRUCTION... GALL UNDERGROUND SERVICE ALERT (TOLL FREE 500-642-2444) 13.- PRIOR TO TRENCHING, GRADING, EXCAVATING, DRILLING, PIPE PUSHING, PLANTING TREES D I OO I NO FENCE P05T HOLES ETC. THEY WILL SUPPLY INFORMATION OR LOCATE AND MARK ANY UNDERGROUND FACILITIES. 14. ALL CONSTRUCTION SHALL CONFORM 2016 CALIFORNIA BUILDING CODE, 2016 CALIFORNIA RESIDENTIAL CODE RESIDENTIAL CODE, 2016 CALIFORNIA MECHANICAL CODE, 2016 CALIFORNIA ELECTRICAL CODE, 2016 CALIFORNIA PLUMBING CODE, 2016 CALIFORNIA ENERGY CODE, 2016 GREEN BUILDING CODE, AND THE CITY OF LA OUINTA MUNICIPAL CODE. INFORMATIONAL: THE PROVISIONS OF THE CALIFORNIA RESIDENTIAL CODE SHALL APPLY TO THE CONSTRUCTION, ALTERATIONS AND DEMOLITION OF ONE- AND TWO-FAMILY DWELLINGS OR TOWNHOUSES NOT MORE THAN THREE STORIES. 15. VERIFY W/ OWNER SELECTIONS OF MATERIALS, TEXTURES, COLORS AND FIN 1 SHES TO BE USED ON THE JOB. PATCH AND REPAIR ALL EXISTING WORK DAMAGED BY NEW WORK. 16. ALL OR EQUAL SUBSTITUTIONS MUST BE SUBMITTED TO AND APPROVED BY THE CITY BUILDING OFFICIAL PRIOR TO INSTALLATION AT THAT TIME. 17. ALL FOAM PLASTIC INSULATION SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 75 AND A SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. (CBC 12011.2) 1,5. EX15TINO MIN. R-11 OR GREATER WALL INSULATION (TYPICAL). (EXISTING INSULATION TO REMAIN) 25. CONSTRUCT 26-5AU6E MINIMUM GALVANIZED TI.I TITLE SHEET AND VICINITY MAP G6-1 CALIFORNIA GREEN GODE5 - CHECK L15T A1.1 EXISTING / NEW - 51TE PLAN (2 = I TRAILERS / DE0KIN6 LOCATION) A2.0 EXISTING / NEW - OVERALL TRAILS "A / B" REFERENCE BASE PLAN A2.1 EXISTING / NEW - OVERALL TRAILS "A / B" METAL P I LLAR5 / TR I P005 BASE 5ETT1 N65 PLAN A2.2 EXISTING / NEW - OVERALL TRAILS "A / B" w/ NEW DEGKIN6 FLOOR PLAN (DIMENSIONS / DIMENSIONS REF) A3.1 EX 15T1 NO / NEW - OVERALL TRAILS "A / B" EXTERIOR ELEVATIONS A3.2 NEW - OVERALL TRAIL5 "A / B" w/ NEW DEGKIN6 EXTERIOR ELEVATIONS A4.1 EXISTING / NEW - OVERALL TRAILS "A / B" REFLECTED GE I L I N6, MECHANICAL, AND ELECTRICAL PLANS 5-1 GENERAL NOTES AND SPECIFICATIONS 5-2 BU I LD I N6 "A" BASE STEEL FRAME PLAN 5-3 BU I LD I N6 "B" BASE STEEL FRAME PLAN 5-4 NEW - OVERALL TRAILS "A / B" w/ NEW DEGKIN6 - FRAM I N6 PLAN / DETA I L5 SCREED 24. PROVIDE A COMBINATION PRESURE RELIEF VALVE AT ALL WATER HEATERS SET TO OPEN AT NOT MORE THAN 150 psi DRAIN PIPE SHALL EXTEND TO OUTSIDE OF BUILDING AND TERMINATE NOT MORE THAN 2 FEET NOR LESS THAN 6 INCHES ABOVE THE GROUND AND POINT DOWNWARD WITH THE END UNOBSTRUCTED. ANY OTHER TERMINATION LOCATION SHALL REQUIRE APPROVAL BY THE BUILDING OFFICIAL. (CPC 605.5, 605.4, 605.5) 25. IN SEISMIC DESIGN CATEGORIES D4E WATER HEATERS SHALL BE ANCHORED OR STRAPPED TO RESIST EARTHOUAKE MOTION. STRAPPING SHALL BE AT POINTS WITHIN THE UPPER ONE-THIRD (1/5) AND LOWER ONE THIRD (1/5) OR ITS VERTICAL DIMENSIONS. AT THE LOWER POINT, A MINIMUM DISTANCE OF FOUR (4) INCHES SHALL BE MAINTAINED ABOVE THE CONTROLS WITH THE STRAPPING (CPC 505.2) NOTE: ALL WORK SHALL COMPLY WITH THE CALIFORNIA BU I LD I NO STANDARDS CODE FOUND IN STATE OF CALIFORNIA TITLE 24 CRC AS AMENDED AND ADOPTED BY THE G I TY OF CITY OF LA QUINTA 11. ALL WINDOW OLAZINO TO BE DUAL AND HAVE A RATING OF .71 MAX 20. PROVIDE MIN. R-50 OR GREATER CEILING INSULATION (TYPICAL) 21. ALL GRADE LUMBER TO BE DF #2 OR BETTER 22. WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. CF4-R COMPLIANCE TEST SHALL BE PERFORMED AND CERTIFICATION TO BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO PROJECT FINAL. PER CITY OF CITY OF LA OUINTA MUNICIPAL CODE: 50OPE OF WORK: (2 = 1) MANUFACTURE TRAILERS AND DECKING TO BE SET ON 51TE FOR TEMPORARY AND STORAGE USE (NOT FOR PUBLIC USE / ONLY FOR PRIVATE USE) ZONE: RL LAND USE : LOW DENSITY RESIDENTIAL FIRE SPRINKLERS: EXISTIN6 RESIDENCE - NONE 51TE 15 NOT SUBJECT TO ANY OVERFLOW, INUNDATION, FLOOD HAZARDS, FAULTS, OR OTHER TYPE OF 5E151HIC HAZARDS. UTILITY PURVEYOR5 : WATER COACHELLA VALLEY WATER DISTRICT (n ND) ELECTRICITY (5A5 TELEPHONE SCHOOL DISTRICT IMPERIAL IRRIGATION DISTRICT (IID) THE OAS COMPANY TIME WARNER DESERT 5AND5 UNIFIED SCHOOL DISTRICT (05U50) Underground Service Alert BEFORE you o� Call: TOLL FREE 1 -800 227-2600 TWO WORKING DAYS BEFORE YOU DIG GENERAL SPECIFICATIONS: If any ERRORS, DISCREPANCIES or OMISSIONS appear in the drawings, specifications or other contract documents, the GENERAL CONTRACTOR shall notify the designer in writing of such error or omission. In the event that the GENERAL CONTRACTOR fails to give such notice before construction and/or fabrication of the work, THE GENERAL CON- TRACTOR WILL BE HELD RESPONSIBLE to the result of any errors, dis- crepances or omissions and the cost of rectifying the some. UTILITIES NOTE VERIFY CONNECTION POINTS FOR POWER TELEPHONE AND CATV SYSTEMS PRIOR TO CONSTRUCTION APPROXIMATE ONLY LOCATIONS INDICATED FOR TRANSFORMER LOCATIONS, ETC. COMPLY WITH ALL UTILITY COMPANY REQUIREMENTS. PROVIDE ALL RELATED CONDUITS, PULL BOXES AND RISERS. CONTRACTOR SHALL VERIFY ACTUAL DEPTH AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION... CALL UNDERGROUND SERVICE ALERT (TOLL FREE 500-642-2444) PRIOR TO TRENCHING, GRADING, EXCAVATING, DRILLING, PIPE PUSHING, PLANTING TREES, DIGGING FENCE POST HOLES ETC. THEY WILL SUPPLY INFORMATION OR LOCATE AND MARK ANY UNDERGROUND FACILITIES. EX = EXISTINO AFN: 767.550.015 TOWN SHIP / RANOE: T&SR7E SEG 15 SE N& THOMAS BROS. MAP - FAOE / ORID: FAOE: 5550 / ORID: E5 (2) EXISTING MANUFACTURE OFFICE TRAILERS TO BE RENOVATED FOR TEMPORARY AND STORAGE USE TRAILER "A" 50. FT. (NORTH) = 55150. FT. (SERIAL NUMBER: H0000205154) TRAILER "B" 50. FT. (SOUTH) = q87 50. FT. (SERIAL NUMBER: H0000205155) COMBINED TOTAL - TRAILERS (#I / #2) NON LIVING 50. FT. = 11524 50. FT. NEW DECKING = 551 50. FT. PER CITY OF CITY OF LA OUINTA MUNICIPAL CODE: E) CONSTRUCTION HOURS: OCTOBER I THRU APRIL 50 MAY I THRU SEPTEMBER 50 MONDAY-FRIDAY: 7:00 a.m. - 5:50 P.m SATURDAY: 5:00 a.m. - 5:00 p.m. SUNDAY: NOT ALLOWED GOVERNMENT CODE HOLIDAYS: NOT ALLOWED MONDAY-FRIDAY: 7:00 a.m. - 5:50 P.M. SATURDAY: 5:00 a.m. - 5:00 p.m. SUNDAY: NOT ALLOWED GOVERNMENT CODE HOLIDAYS: NOT ALLOWED * VIOLATION OF THE ABOVE WORK HOURS IS A CITABLE OFFENSE UNDER CITY OF LA QUINTA MUNICIPAL CODE SECTION cl.24.070. A) APPROVED TEMPORARY SANITARY FACILITIES (I.E. CHEMICAL TOILETS SHALL BE ON THE CONSTRUCTION SITE PRIOR TO REQUEST FOR FIRST INSPECTION). (HEALTH AND SAFETY CODE, SECTION 541(b) B) CONTRACTOR AND/OR OWNER SHALL PROVIDE A TRASH BIN TO INSURE PROPER GLEAN -UP OF ALL BU I LD I NO MATERIALS. (ORDINANCE NO. 262 OF CITY OF LA QUINTA MUNICIPAL CODE) C) STORAGE OF BU I LD I NO MATERIALS OR DEBRIS SHALL BE CONFINED TO THE LOT FOR WHICH THE PERMIT IS ISSUED. ADJACENT VACANT PROPERTIES MAY NOT BE UTILIZED FOR THIS PURPOSE UNLESS WRITTEN PERMISSION OF THE OWNER IS ON FILE WITH THIS OFFICE. THE PUBLIC RIGHT-OF-WAY SHALL BE MAINTAINED IN A CLEAR CONDITION AT ALL TIMES. (CITY OF LA OUINTA MUNICIPAL CODE, CHAPTER 5.02) D) ADDRESS NUMERALS SHALL COMPLY WITH CITY OF LA OUINTA ORDINANCE NO. 1175. YOU MAY REOUEST A COPY OF THE ORDINANCE AT THE BU I LD I NO DEPARTMENT. GENERAL NOTES BTTR2019-0004 MORROW /TEMPORARY INSTALLATION OF (2) HCD APPROVED TRAILER COACHES +CONSTRUCTION OF ADJACENT WOOD FRAMED DECK AND STAIRS [ENGINEERED DESIGN]. THIS PERMIT DOES NOT INCLUDE CONSTRUCTION OR ALTERATION OF THE COACHES NOR ANY ELECTRICAL INSTALLATIONS. COACHES TO STAY ON SITE ONLY AS LONG AS APPROVED BY PLANNING DIVISION. 2016 CALIFORNIA BUILDING CODES. CITY OF LA QU I NTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATE04/14I2020 BY JP N O O O�� > V L-' m O tY C'S Q X O - CA > v O� p U_IL OL OL O n J W O ILV W o_ N i O }LLI • LLV • 1� w J H Z 1- Q o PROJECT NUMBER 1�05.12 REVISIONS 12/03/I� DATE Q O CORRE'TIONS TO PER 5/5 DEPT. DRAWING T�.� NUMBER ©03/05/20 - CORRECTION PER B/5 DEPT. IL Q MZGreen(, RESIDENTIAL MANDATORY MEASURES EFFECTIVE JANUARY 1, 2017 2016 CALGREEN CODE SECTION REQUIREMENTS Chapter I -ADMINISTRATION Scope 101.3.1 Applies to ALL newly constructed residential buildings: low-rise, high-rise, and Chapter 3 - GREEN hotels/motels. BUILDING Additions and alterations • Applies to additions or alterations of residential buildings where the addition or alteration increases the building's conditioned area, volume, or size. 301.1.1 • Requirements only apply within the specific area of the addition or alteration. • Note directs code users to Civil Code Section 1101.1 et seq., regarding replacement of non -compliant plumbing fixtures. Low-rise and high-rise buildin s 301.2 Banners identify provisions applving to low-rise only LR or hi h-rise only HR . ■ AND DESIGN Storm water drainage and retention during construction 4.106.2 Projects which disturb less than 1 acre of soil and are not part of a larger common plan of development shall manage storm water drainage during construction. Grading and paving Construction plans shall indicate how the site grading or drainage system will manage 4.106.3 all surface water flows to keep water from entering buildings. Exception for additions and alterations which do not alter the existing drainage path. Electric vehicle EV charging for new construction • Comply with Section 4.106.4.1 and 4.106.4.2 for future installation and use of EV chargers. • Electric vehicle supply equipment (EVSE) shall be installed in accordance with the California Electrical Code, Article 625. 4.106.4 Exceptions on a case -by -case basis as determined by the Local Enforcing Agency: 1. Where there is no commercial power supply. 2. Verification that meeting requirements will alter the local utility infrastructure design requirements on the utility side of the meter increasing costs to the homeowner/develope r by more than $400,00 per dwelling unit. EV charging; 1- & 2-family dwellin sltownhouses with attached private garages • Install a listed raceway to accommodate a dedicated 208/240-volt branch circuit for each dwelling unit. • Raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). 4.106.4.1 & Raceway shall originate at the main service or subpanel and terminate into a listed 4.106.4.1.1 cabinet, box or other enclosure in close proximity to the proposed location of an EV charger. • Raceways are required to be continuous at enclosed, inaccessible or concealed areas and spaces. • Service panel and/or subpanel shall provide capacity to install a 40-ampere minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device. Service panel or subpanel circuit HCD SHL 605 (Rev. 4116) Page 1 of 10 MZGreen, �. _ RESIDENTIAL MANDATORY MEASURES EFFECTIVE JANUARY 1, 2017 2016 CALGREEN CODE SECTION REQUIREMENTS • Documentation is required per Section 4.408.5. Exceptions: 1. Excavated soil and land -clearing debris- 4.408.1 2. Alternative waste reduction methods developed by working with local enforcing continued agencies if diversion or recycle facilities capable of compliance with this item do not exist or are not located reasonably close to the jobsite. 3. The enforcing agency may make exceptions to the requirements of this section when isolated jobsites are located in areas beyond the haul boundaries of the diversion facility. Construction waste management plan Submit a construction waste management plan meeting Items 1 through 5 in 4.408.2 Section 4.408.2. Plans shall be updated as necessary and shall be available for examination during construction. Waste management company Utilize a waste management company, approved by the enforcing agency, which can 4.408.3 provide verifiable documentation that diverted construction and demolition waste materials meet the requirements in Section 4.408.1. Waste stream reduction alternative • (LR) Projects that generate a total combined weight of construction and demolition waste disposed in landfills, which do not exceed 3.4 pounds per square foot of the 4.408.4 building area shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1, 4.408.4.1 • Projects that generate a total combined weight of construction and demolition waste disposed in landfills, which do not exceed 2 pounds per square foot of the building area, shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1. ■ivision 4.4 - MATERIAL CONSERVATIONRESOURCE (BUILDINGOPERATION) Operation and maintenance manual At the time of final inspection, a manual, compact disc, web -based reference or other 4.410.1 media acceptable to the enforcing agency which covers 10 specific subject areas shall be placed in the building. Recycling by occupants Where 5 or more multifamily dwelling units are constructed on a building site, provide readily accessible area(s) that serves all buildings on the site and is identified for the depositing, storage and collection of non -hazardous materials for recycling, including 4.410.2 (at minimum) paper, corrugated cardboard, glass, plastics, organic waste, and metals or meet a lawfully enacted local recycling ordinance, if more restrictive. Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code Section 42649.82 (a)(2)(A) et. seq. are not required to comply with the organic waste portion of this section. HCD SHL 605 (Rev, 4116) Page 5 of 10 MZGreen,, RESIDENTIAL MANDATORY MEASURES EFFECTIVE JANUARY 1, 2017 2016 CALGREEN CODE SECTION REQUIREMENTS Division 4.5 - ENVIRONMENTAL QUALITY (INDOOR AIR QUALITY & EXHAUST) Bathroom exhaust fans Each bathroom shall be mechanically ventilated and shall comply with the following: 1. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building. 2. Unless functioning as a component of a whole house ventilation system, fans must be controlled by a humidity control. 4.506.1 a) Humidity controls shall be capable of manual or automatic adjustment between a relative humidity range of less than 50% to a maximum of 80%. b) A humidity control may be a separate component to the exhaust fan and is not required to be integral or built-in. Note: For CALGreen a "bathroom" is a room which contains a bathtub, shower, or tub/shower combination. Fans or mechanical ventilation is required in each bathroom. Division 4.5 - ENVIRONMENTAL QUALITY (ENVIRONMENTAL COMFORT) Heating and air conditioning system design Heating and air conditioning systems shall be sized, designed, and equipment selected using the following methods. 1. The heat loss and heat gain is established according to ANSI/ACCA 2 Manual J - 2011 (Residential Load Calculation), ASHRAE handbooks or other equivalent design software or methods. 4.507.2 2. Duct systems are sized according to ANSI/ACCA 1 Manual D - 2014 (Residential Duct Systems), ASHRAE handbooks or other equivalent design software or methods. 3. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S - 2014 (Residential Equipment Selection) or other equivalent design software or methods. Exception: Use of alternate design temperatures necessary to ensure the systems functions are acceptable. INSPECTOR QUALIFICATION (QUALIFICATIONS,VERIFICATIONS) Installer training HVAC system installers shall be trained and certified in the proper installation of HVAC systems and equipment by a recognized training or certification program. Examples of acceptable HVAC training and certification programs include but are not limited to the following: 702.1 1. State certified apprenticeship programs. 2. Public utility training programs. 3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations. 4. Programs sponsored by manufacturing organizations. 5. Other programs acceptable to the enforcing agency. HCD SHL 605 (Rev, 4116) Page 9 of 10 MZGreen., _ RESIDENTIAL MANDATORY MEASURES EFFECTIVE JANUARY 1, 2017 2016 CALGREEN CODE SECTION REQUIREMENTS 4.106.4.1 & directory shall identify the overcurrent protective device space(s) reserved for future 4.106.4.1.1 EV charging as "EV CAPABLE". The raceway termination location shall be continued permanently and visibly marked as "EV CAPABLE". EV charging for multifamily dwellings • Applies to building sites with 17 or more multifamily dwelling units constructed on the site. • 3% of the total number of parking spaces provided for all types of parking facilities, 4.106.4.2 but in no case less than one, shall be electric vehicle charging spaces (EV spaces) capable of supporting future EVSE. Calculations for the number of EV spaces shall be rounded up to the nearest whole number. Note: Construction documents are intended to demonstrate the project's capability and capacity for facilitating future EV charging- There is no requirement for EV spaces to be constructed or available until EV chargers are installed for use. EV charging space(EV s ace locations • Construction documents shall indicate the location of proposed EV spaces. At least 1 EV space shall be located in common use areas and available for use by all residents. • When EV chargers are installed, EV spaces required by Section 4.106.4.2.2, 4.106.4.2.1 Item 3, shall comply with at least 1 of the following options: 1. The EV space shall be located adjacent to an accessible parking space meeting the requirements of the California Building Code, Chapter 11A, to allow use of the EV charger from the accessible parking space. 2. The EV space shall be located on an accessible route to the building, as defined in the California Building Code, Chapter 2. EV charging space (EV space) dimensions EV spaces shall be designed to comply with the following: 1. The minimum length of each EV space shall be 18 feet. 2. The minimum width of each EV space shall be 9 feet. 4.106.4.2.2 3. One in every 25 EV spaces, but not less than 1, shall also have an 8-foot wide minimum aisle. A 5-foot wide minimum aisle shall be permitted provided the minimum width of the EV space is 12 feet. a) Surface slope for this EV space and aisle shall not exceed 1 unit vertical in 48 units horizontal (2.083% slope) in any direction. Single EVspace required • Install listed raceway capable of accommodating a 208/240-volt dedicated branch circuit. 4.106.4.2.3 • The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). • The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or enclosure in close proximity to the proposed location of the EV space. HCD $HL 605 (Rev. 4115) Page 2 of 10 MIGreend _ RESIDENTIAL MANDATORY MEASURES EFFECTIVE JANUARY 1, 2017 2016 CALGREEN CODE SECTION REQUIREMENTS ENVIRONMENTALQUALITY General Any installed gas fireplace shall be a direct -vent sealed -combustion type. Any installed woodstove or pellet stove shall comply with U.S. EPA New Source 4.503.1 Performance Standards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certified to meet the emission limits. Woodstoves, pellet stoves and fireplaces shall also comply with all applicable local ordinances. ENVIRONMENTAL•UALITY (POLLUTANT CONTROL) Protection 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 4.504.1 intake and distribution component openings shall be covered. Tape, plastic, sheetmetal or other methods acceptable to the enforcing agency to reduce the amount of water, dust and debris entering the system may be used. Adhesives, sealants and caulks Adhesives, sealants and caulks used on the project shall meet the requirements of the following standards unless more stringent local or regional air pollution or air quality management district rules apply: 1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers, and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable, or SCAQMD Rule 1168 VOC limits, as shown in Tables 4.504.1 or 4.504.2, as applicable. Such products shall also 4.504.2.1 comply with Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and trichloroentylene), 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 the California Code of Regulations (CCR), Title 17, commencing with Section 94507. Paints and coatings Architectural paints and coatings shall comply with VOC limits in Table 1 of the Air Resources Board Architectural Suggested Control Measure, as shown in Table 4.504.3, unless more stringent local limits apply. 4.504.2.2 The VOC content limit for coatings that do not meet the definitions for the specialty coatings catergories listed in Table 4.504.3 shall be determined by classifying the coating as 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. HCD SHL 605 (Rev. 4116) Page 6 of 10 MZGreen, 9 _ RESIDENTIAL MANDATORY MEASURES EFFECTIVE JANUARY 1, 2017 2016 CALGREEN CODE SECTION REQUIREMENTS Special inspection 702.2 Special inspectors must be qualified and able to demonstrate competence to the enforcing agency in the discipline in which they are inspecting. Documentation Documentation of compliance shall include, but is not limited to, construction 703.1 documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the local enforcing agency. Other specific documentation or special inspections necessary to verify compliance are specified in appropriate sections of CALGreen. HCD SHL 605 (Rev. 4/16) Page 10 of 10 MZGreen,, _._ RESIDENTIAL MANDATORY MEASURES EFFECTIVE JANUARY 1, 2017 2016 CALGREEN CODE SECTION REQUIREMENTS • Construction documents shall identify the raceway termination point. 4.106.4.2.3 • The service panel and/or subpanel shall provide capacity to install a 40-ampere continued minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device. Multiple EV spaces required • Construction documents shall indicate raceway termination point and proposed location of future EV spaces and EV chargers. Construction documents shall also provide information on amperage of future EVSE, raceway method(s), wiring schematics and electrical load calculations to verify electrical panel service capacity and electrical system, including any on -site distribution transformer(s), have 4.106.4.2.4 sufficient capacity to simultaneously charge all EVs at all required EV spaces at full rated amperage of the EVSE. • Plan design shall be based upon a 40-ampere minimum branch circuit. • Raceways and related components planned to be installed underground, enclosed, inaccessible or in concealed areas and spaces shall be installed at the time of original construction. Identification The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as "EV CAPABLE" in accordance with the California Electrical Code. Notes: 4.106.4.2.5 1. The California Department of Transportation adopts and publishes the "California Manual on Uniform Traffic Control Devices (California MUTCD)" to provide uniform standards and specifications for all official traffic control devices in California. Zero Emission Vehicle Signs and Pavement Markings can be found in the New Policies & Directives Number 12-01. Website: http://www.dot.ca.gov/hq/traffops/policy/13-01.pdf 2. See Vehicle Code Section 22511 for EV charging space signage in off -parking facilities and for use of EV charging spaces. 3. The Governor's Office of Planning and Research (OPR) published a "Zero - Emission Vehicle Community Readiness Guidebook" which provides helpful information for local governments, residents and businesses. Website: http://ogr.ca.gov/dots/ZEV Guidebook.pdf Division Scope • Energy efficiency requirements for low-rise residential (Section 4.201.1) and high- 4.201.1 rise residential/hotels/motels (Section 5.201.1) are now in both residential and & nonresidential chapters of CALGreen. 5.201.1 • Standards for residential buildings do not require compliance with levels of minimum energy efficiency beyond those required by the 2016 California Energy Code. HCD SHL 605 (Rev. 4/16) Page 3 of 10 MIGreen., RESIDENTIAL MANDATORY MEASURES EFFECTIVE JANUARY 1, 2017 2016 CALGREEN CODE SECTION REQUIREMENTS Aerosol paints and coatings Aerosol paints and coatings shall meet the Product -Weighted MIR Limits for ROC in Section 94522(a)(2) and other requirements, including prohibitions on use of certain 4.504.2.3 toxic compounds and ozone depleting substances, in Section 94522(e)(1) and (f)(1) of the CCR, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District shall additionally comply with the percent VOC by weight of product limits of Regulation 8, Rule 49. Carpet systems Carpet installed in the building interior shall meet the testing and product requirements of 1 of the following: 1. Carpet and Rug Institute's Green Label Plus Program 2. California Department of Public Health, "Standard Method for the Testing and 4.504.3 Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.1, February 2010 (also known as Specification 01350) 3. NSF/ANSI 140 at the Gold level 4. Scientific Certifications Systems Indoor Advantagelm Gold Carpet cushion 4.504.3.1 Carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug Institute's Green Label Plus Program. Carpet adhesive 4.504.3.2 Carpet adhesives shall meet the requirements of Table 4-504-1. Resilient flooring systems Where resilient flooring is installed, at least 80% of floor area receiving resilient flooring shall comply with one or more of the following: 1. Products compliant with the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.1, February 2010 (also known as Specification 01350), certified as a CHPS Low -Emitting Material in the 4.504.4 Collaborative for High Performance Schools (CHIPS) High Performance Products Database 2. Products certified under UL GREENGUARD Gold (formerly the Greenguard Children & Schools Program) 3. Certification under the Resilient Floor Covering Institute (RFCI) FloorScore program 4. Meet the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.1, February 2010 (also known as Specification 01350) Composite wood products 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 HCD SHL 605 (Rev. 4/16) Page 7 of 10 MZGreen, RESIDENTIAL MANDATORY MEASURES EFFECTIVE JANUARY 1, 2017 2016 CALGREEN CODE SECTION REQUIREMENTS Water conserving plumbing fixtures and fittings Plumbing fixtures and fittings shall comply with the following: 4.303.1.1 Water Closets: <_ 1.28 gal/flush 4,303,1.2 Wall Mounted Urinals: 5 0.125 gal/flush; all other urinals 5 0.5 gallflush 4.303.1.3.1 Single Showerheads: s 2.0 gpm @ 80 psi 4.303.1.3.2 Multiple Showerheads: combined flow rate of all showerheads controlled 4.303.1 by a single valve shall not exceed 2.0 gpm @ 80 psi, or only one shower outlet is to be in operation at a time 4.303.1.4.1 Residential Lavatory Faucets: Maximum Flow Rate < 1.2 gpm @ 60 psi; Minimum Flow Rate >: 0-8 gpm @ 20 psi 4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas of Residential Buildings: <_ 0.5 gpm @ 60 psi 4.303.1.4.3 Metering Faucets: s 0.25 gallons per cycle 4.303.1.4.4 Kitchen Faucets: <_ 1.8 gpm @ 60 psi; temporary increase to 2.2 gpm allowed but shall default to 1.8 gpm Standards for plumbing fixtures and fittings 4.303.2 Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet applicable standards referenced in Table 1701.1 of the California Plumbin Code. Outdoor potable water use in landscape areas After December 1, 2015, new residential developments with an aggregate landscape area equal to or greater than 500 square feet shall comply with one of the following: 4.304.1 1. A local water efficient landscape ordinance or the current California Department of Water Resources' Model Water Efficient Landscape Ordinance (MWELO), whichever is more stringent, or 2. Projects with aggregate landscape areas less than 2500 square feet may comply with the MWELO's Appendix D Prescriptive Compliance Option. ■ivision 4.4 - MATERIAL CONSERVATIONRESOURCE (ENHANCED DURABILITY & REDUCED Rodent proofing Annular spaces around pipes, electric cables, conduits or other openings in 4.406.1 sole/bottom plates at exterior walls shall be closed with cement mortar, concrete masonry or a similar method acceptable to the enforcing agency to prevent passage of rodents. • • • • • • • ■ -• Construction waste reduction of at least 65% • Recycle and/or salvage for reuse a minimum of 65% of the nonhazardous 4.408.1 construction and demolition waste in accordance with either Section 4.408.2, 4.408.3 or 4.408.4; OR meet a more stringent local construction and demolition waste management ordinance. HCD SHL 605 (Rev. 4/16) Page 4 of 10 MIGreen, _ RESIDENTIAL MANDATORY MEASURES EFFECTIVE JANUARY 1, 2017 2016 CALGREEN CODE SECTION REQUIREMENTS for formaldehyde as specified in the Air Resources Board's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et. sec.), as shown in Table 4,504.5. 4.504.5 Documentation is required per Section 4.504.5.1. continued Definition of Composite Wood Products: Composite wood products include hardwood plywood, particleboard, and medium density fiberboard. "Composite wood products" do not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, prefabricated wood I -joists, or finger -joined lumber, all as specified in CCR, Title 17, Section 93120.1(a). Documentation 4.504.5.1 Verification of compliance shall be provided as requested by the enforcing agency, and as required in Section 4.504.5.1. Concrete slab foundations Concrete slab foundations or concrete slab -on -ground floors required to have a vapor 4.505.2 retarder by the California Building Code, Chapter 19, or the California Residential Code, Chapter 5, respectively, shall also comply with this section. Capillary break A capillary break shall be installed in compliance with at least 1 of the following: 1. A 4-inch thick base of 1/2-inch or larger clean aggregate shall be provided with a vapor retarder in direct contact with concreate and a concrete mix design which will 4.505.2.1 address bleeding, shrinkage and curling shall be used. For additional information, see American Concrete Institute, ACI 302.2R-06. 2. Other equivalent methods approved by the enforcing agency. 3. A slab design specified by a licensed design professional. Moisture content of building materials Building materials with visible signs of water damage shall not be installed. Wall and floor framing shall not be enclosed when the framing members exceed 19% moisture content. Moisture content shall be verified in compliance with the following: 1. Moisture content shall be determined with either a probe -type or a contact -type moisture meter. Equivalent moisture verification methods may be approved by the enforcing agency and shall satisfy requirements in Section 101.8. 4.505.3 2. Moisture readings shall be taken at a point 2 feet to 4 feet from the grade -stamped end of each piece to be verified. 3. At least 3 random moisture readings shall be performed on wall and floor framing with documentation acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing. Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to dry prior to enclosure in wall or floor cavities. Manufacturers' drying recommendations shall be followed for wet -applied insulation products prior to enclosure. HCD SHL 605 (Rev. 4/16) Page 8 of 10 CITY OF LA QU I NTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATE04/14I2020 BY I F: N O > V % Z if O 6 rZ a�O,n I�LC W �p � t1> t- < z L X LLI li J Q U-) � Lf) 0 � W U_ IL }+ J /0 n v w _J M •)- L W O ILV o: o_ N L Q LLI a C) 0 Ld • X z v O LL w J H u \ �J Z_ Q 0 PROJECT NUMBER Ig03.12 REVISIONS 12/03/I� DATE QO O - CORRECTIONS PER 5/5 DEPT. DRAWING G NUMBER G 1❑ GATE MOTORS - (1) 1" SCH 40 PVC — PANEL SCHEDULE - PA 16" 16.5" (3) #12 CU THHN/THWN-2 & (1) #12 CU-GND <E NOTE MOUNTING: FREESTANDING VOLTAGE:120/240 BUSRAT ING:200A TYPE: SERVICE PEDESTAL PHASE: 1 AIC: 42 KAIC SERIES RATED I (2) NEW TRAILER5 TO BE ENCLOSURE : NEMA3-R (STAINLESS STEEL) WIRES: 3 DISTIBUTION: 12/12 I7a LANDSCAPING STREETS, HIGHWAYS, ROADS RECEPTACLES (LIGHTING, IRRIGATION, SECURITY) - (1) 4" SCH 40 PVC LOCATED / SETUP MAIN: 200A/2P METER SOCKET ALLEYS, DRIVEWAYS, AND PARKING LOTS El (2) #12 CU THHN/THWN-2 & (1) #12 CU-GND ' TRAILER #I - 551 50. FT. CKT DESCRIPTION TRIP NOTE A B DESCRIPTION NOTE TRIP CKT � � � LI L J TRAILER #2 - q87 50. FT. 1 IRRIGATION CONTROLLER 20A/1P 200 6336 TRAILER 100A/2P 2 10 3 LANDSCAPE LIGHITNG 21 8001 5796 240V 4 TOTAL 5PAGE = 1,524 50. FT. 5 GATE MOTOR 21 1080 5796 TRAILER #2 101 6 El 0A/1P FUTURE MAINTENANCE TRAILER A - (1) 1.5" SCH 40 PVC 7 GATE MOTOR 20A/1P 1080 5796 240V s (3) #2 CU THHN/THWN-2 & (1) #8 CU-GND / 9 SPARE 20 DE 4800 RV PESTAL 10 PHOTOCELL WOOD DECKING TO BE IN5TALLED 11 SPARE 20A/1P 0 4800 240V 50A/2P 12 e WINDOW 24" MIN 48 FOR TRAILERS ACCE55 VOLTAMPS PER LINE: 18212 18272 TEST SW. AND SUBTOTAL 1 36.48 1.88 KVA @ 125% (1 LIGHTING CONTACTORS Q LOAD SIDE TOTAL 51PAGE = 551 50. FT. TOTAL MINIMUM FEEDER SIZE (AMPS): 153.98 1 36.95 1 KVA (TOTAL FEEDER) PULL AREA if FUTURE MAINTENANCE TRAILER A - (1) 1.5" SCH 40 PVC MAIN BONDING JUMPER UTILITY AREA #2 CU THHN/THWN-2 & (1) #8 CU-GND EX = EXISTING NONMETALLIC RACEWAYS NEUTRAL BUS (I.E. PVC CONDUIT), GROUND BUS SLOPE CONCRETE RIGID METAL CONDUIT BONDING JUMPER AWAY FROM AND DIRECT BURIAL CABLES PORTABLE OUT5IDE PORTA-POTTY — APN: 767.5150.013 PEDESTAL RV PARKING - (1) 1" SCH 40 PVC (3) #8 CU THHN/THWN-2 & (1) #10 CU-GND ELECTRICAL PEDESTAL TO BE GROUND CLAMP M N MIJM GOVER REOU REMENTS PROPOSED PROXOT: 2„ 211 2" DUAL HEAD RV POWER PEDESTAL 0 N SEPARATE PERMIT / NOT WA ELECTRICAL PEDESTAL TO BE INSTALLED IN51M PROPERTY LINES 21r FG 120V - 30A/1 P, 20A/1 P, & 50A/2P RECEPTACLES PART OF THIS PROJECT / NEW PEDESTAL WILL SERVICE THE GATE MOTORS, IRRIGATION SERVICE SERVICE MILBANK# U5230-XL-75 / K5410 / K5421 W/ PAD MOUNT & ANCHOR BOLT KIT GLOGK, LOW VOLTAGE LIGHTING TRANSFORMER, SECURITY CONDUIT CONDUIT ELEGTR GAL NOTES 2 (E) MASONR1r PERMIT CAMERAS, VI ROUTER, RV PARKING AND FUTURE TRAILERS LOADCONDUIT ELOG< NALL GROUNDING FROPERT� NE TO REMAIN I ELECTRODE _ FRONT VIEW SIDE VIEW CS U I (E) SOD NEW ELEGTR GAL PEDESTAL DETAIL A I ° ° �- TO REMAIN II I II ELECTRICAL SERVICE PEDESTAL II_� II 120/24OV, 10, 3W. N� 42,000P CIRCUIT BREAKER MAIN 42,000 AIC SERIES RATED (MAX) PACIFIC UTILITY PRODUCTS# USP16-M2200-112CTB-SD-SS OR APPROVED EQUAL 14.25"W X 12.25"D X 48"H PRE -APPROVED ELECTRICAL �------------� SEPARATE PERMIT (E) DR I VENA"r F— F EUSERC(�) i�� /�I„I��EST BLOCKS PEDESTAL POWER SUPPLY PAVERS YV (REFERENCE o��Y� FA\/ERA e TO REMAIN I UTILITY 3" (C.O.) I I:gL2/C � ()1/TO GATE MOTORSS_TO REM IN CO. (VERIFY) PERMIT #: BELC2018 0113 I 0A-2P (1) 1.5" TO RV PARKING I I I I I j� LANDING LUGS N +17"(MIN) G MASONRYL I _ ( ) NALL ( GROUND CLAMP LISTEDco (N) 200 AMP 5LOG< y �{J tLL I I FOR THE PURPOSE 1 #6 CU-GND D 6FT(MIN) NEW 4" CONCRETE SLAB, ELEGTR I G METER TO REMAIN 2 STAINLESS STEEL AND COPPER DRIVEN C 0 2 SAND BASE WITH PEDESTAL TO E3E GROUND ROD (5/8" 1 X III (MIN)) � 10 MIL PLASTIC UNDER. I I INSTALL PER NEC 250.53 m SCORE JOINT, SEE (E) PAVERS LOCATED /' INSTALLED \ OR OTHER APPROVED METHOD � ENLAROEMENT TO REMAIN (SEE PANEL SCHEDULE 3 PA) 1 M FOR DIMEN51ONS ( ) �� m I t l TO REMA N <4 d NOTE: NEN ELEGTR GAL PEDESTAL (�) I I � ELEGTRI GAL I III _I I I I I I I I I I NEW PEDESTAL WILL SERVICE THE GATE MOTORS, d SUFPLY TO REMAIN I SINGLE NE DIAGRAM E3 RRI OATI ON CLOGK, LOW VOLTAGE L I OHTI NO 16 TRANSFORMER, SEGURI T`r CAMERAS, W I F I ROUTER, —� RV CONNECTION AND FUTURE TRAILERS USP 16 MODEL SERIES e .a4IC, �� 0 - 200 AMPS 0 - 480 VOLTS SERV I GE TO METER FORTAE3LEDESTL TOE FORTA—POTT"r (E) METER INSTALLED PER FRONT VIEW RIGHT SIDE VIEW �iG� ; 16.50� HINGED PEDESTAL TO APPROVED I I D GSA GONC./RETE SLA5 DETAIL N.T.S. 2 (E) DIRT PATH E REMOVED TO REMAIN — UTILITY P—�""'Cs"T SECTION 2 1 `� I I I I I I O 48 II 2.2 52 I III I I I .00 L-i--u 11 =a II I II T (E) MASONRY 27.5 ♦..� 2 1210* 8 II I 5LOG< NALL CUSTOMER r F - = I TO REMAIN _ M II I I SECTION }� — - - r2I I I� r 3,Q LOAD LINE (n — I I I I--8.53 �— 6.71 -Y 0 II (N) Al - � III II TO DEADFRONT r II I II ±U}+1 �I.IiE� (E) DIRT PATH I -" — -I- — — — — — II COND NSER O —14.25 —I TO REMAIN SINGLE METER SERVICE PEDESTAL LOCA ED / I STALLED (E) DESERT SGAFE ��71 0 � = I - I LINE — V (N) ITRALER I TO REMAIN I �(�, 12s I TYPICAL APPLICATIONS INCLUDE PARKING LOT 1Ll� —T LIGHTING HIGHWAY,STREET AND SIGN m I LOAD 5.53 )[ L(1 p ` 1Ly I LIGHTING AND TRAFFIC SIGNAL CIRCUITS. Z � ry � T I ---� STANDARD FEATURES ~ U- Lu �_ O OVERALL I - - I u I— —I < �+ * � UTILITY LANDING LUGS 250kCM1L � L � � � ■ � v O /� O , r FRONT METER SOCKET WITH TEST BLOCKS 4-IAW � �I O � O (_/ I = r MOUNTING PLAN STANDARD VOLTAGE 120 / 240 VAC I -PHASE 3-WIRE < Q W- O LU � � M < /— CIRCUIT BREAKER INTERIOR COPPER BUS 'd ALL METERED 12-CIRCUIT 125 OR 200 AMPERES OR; � � " CITY O F L A U I N TA 8-CIRCUIT 125 AMPERES, METERED AND UN -METERED O 1!1 Z �% A M DATE 24 Ht IT INTERIOR MAXIM (� r — < CCO O S � CU O UM � ry �j X — I CAL TRANS TYPE III -BF —! — Q N PARK NG AREA -" I� �' "' BUILDING DIVISION �' (� 1 ��Q ��1�� II (E) LANDSGAFE TREES SPECIFICATIONS z Q MEP PLANS/DETAILS o o SH O NN FOR * COMPLIES WITH EUSERC STANDARDS & DWG. 308 • LIGHT GREEN COLOR NO. 14672 PER O I `* 12 GA. NEMA 3R CONSTRUCTION FEDERAL SFECIFICATIONS 595 -5K9 ■ v + POLYESTER POWDER -COATED FINI H T M R AVAILABLE (— / ILLUSTRATION PURPOSES NOT ss CUSTOM COLORS ,� ,� }+ EXCEEDS ASTM H-117 SPECIFICATIONS ALL FACTORY WIRING fi0Q VOLT RATED COPPER H (a O * FABRICATED FROM CORROSION -RESISTANT * ALL COMPONENTS UL LISTED ♦ V REVIEWED FOR * ZINC COATED STEEL * ALL EXTERIOR DOORS AND COVERS PADLOCKABLE rOL AVAILABLE IN ALUMINUM & STAINLESS STEEL ` UTILITY COVERS SEALABLE O �I CODE COMPLIANCE 05r14 I I I I I (N) TRAILER NEN ELEGTR GAL PEDESTAL SPECS A — II 2 I II II I II W o AC High -Traffic Commercial AC High -Traffic Commercial Slide Gate Operator Slide Gate Operator SL3 \ L_� �L—---------------------------------- �I ... ® ... t*4 (N) A I R \ FEATURES CONSTRUCTION ADDITIONAL ACCESSORIES A j�}}��I eJ�fl� ant DUIGNOSTICDISPLAY Simplifiesinstallation P3MOTOR° W \ I \\I !I✓/ 11�— I \'41 ../ l� V J7_�-1 lts— / ° ° I Easy -to -use touch -screen MOTOR - and tmubteshooting. Highgh- "unmture continuous duty meta with class Internet Protocol �A} H (high-emperature) inalation is rated for high- O Access Control (IPAt) LOG / `T E D / INSTALLED Conti high -to mpefatureorpplicat�ns. r OPERATOfl DUTY HATING outdoor access control. [� `/�� j��J {/��r }7�� Continuous dory. / ( ) D DESERT QT G / ` WIRELESS DUAL -GATE COMMUNICATION 3-Button Passport rMAX ot CHASSIS Eliminates expensive conduit costs antl unsightly Visor Remote Control PAC and Passport Receiver LU T� REMAIN driveway scars. Same boN patlem/footprint- ConsWcted with �'I CompaliMe vnM the 1/4 in. gold eine plated steel for rnSYcoResion PROGRAMMABLE AUXILIARY RELAYS prevention. " Easily add additional features, such as warning WORM GEAR REDUCTION o I pry _ — Iigms/alarms. 5 — — — — — — — Commercial oil bath ealloxes wiM 30 1 wartngear Telephone Entry/ _ L/ _ 6 -1� MECHANICALLIMITSYSTEMMaintansaccurate reduction g z — gate Dos lion throughout gate travel even after ° Access Control System using manual disconnect. COVER (EL2000SS) High -rapacity, \ \ O Oj • p plastic far excellent heat and carusistint we srosion resistance, ce polyethylene entry system. PRE MOTION WARNING ALARM Activates on —� n (l. 11 board alarm three seconds prior to gate mot on. OPERATOR WEIGHT Universal Single and `/�� }7� p7j EXTERNAL ALARM RESET BUTTON InStandy resets 14016s. %3-Button Remote IFR— ( ) M �/ N ! I the built-in safety alarm siren. Controls (Re tAU8131M) N � � �* 1, 1 "` RECOMMENDED CAPACITIES Ideal forapplications requiring JI--I--II W ( L f S T C R A (—� � � C � T � � E '---, I ANTI -TAILGATE when closing i n as vehicle access. waig i 9auetl for gates up to 37 N. in length or g O ( u l / 'L °t 5 45 I — I I Gate will pause when closing as vehicle pulls onto 1 H Rated p to gates lbs. a large number of remote a%n — I II interrupt loop or breaks photo beam. Once vehicle 1HP Rata for gates upto 37 R.in length or wnhols. LOGi< NALL I backs up, gate will continue to close. weighing up to2,000His, Unrivaled QUICK CLOSE Closes the gate immediately after a 2000 - - - - Post Mouni Plate TO REM N ehiclepullsoKmeinternplloop MPEUPo snotinclutled. Performance, X NOMELINK° COMPATIBLE Version 4 and higher. SECURITY. 2.0's ON -BOARD RECEIVER Up to 50 1500 Safety and remote controls (unlimited with 811 LM/813LM). 1000 SPECIFICATIONS Accessibility — POWER 500 cr S �i 11OV Single Phase. Built to deliver unsurpassed safety and performance, ACCESSORY POWER 0 our 2G16 UL Listed Gate Operators and Monitored W CIP - NORTH 24VOC d and output. 37 ft. 37 It. F— Switched and outpuched power t ft KHP Safety Entrapment Devices provide peace of mind MONITORED SAFETY INPUTS for every gate application. H 3 Main Board, 3 Expansion Board. xds �/ Z i TEMPERATURESPECIFICATIONS NOW INCLUDED: 3 W moot heat er Q Monitored Retail , �--- With commit . PROJECT NUMBER .. .. _ WSA optional heater (HTRN8). Reflective Photo Eye -40-F(-40°C)to 140°F BD'G). (LMRRU) IVTO3•1 / FROFERT NE GATE 1ZCL SPESS ED h�'._ I ✓ 6 I,II, Ill, and lV _ (E) MASONRY _ f GATE TRAVEL SPEED 12 in. per second. REVISIONS DATE /VI �a015linMasler. All RyMe Reservetl. CGI IS AN 1309001 REGISTERED COMPANY I � /O �/ I I eas�mM1a�e.ElmM1arsl,1l126 a`�`IDA IVFcc L■ftMaster. Lift Master E3LOG< NALL LMGTBRteceom „�� ° �°tl �ertifim LMGTBRSL3U a/n ELITE if SERIes' ELITE SERIES' PER B/5 DEPT. DRAWING NUMBER © PEP, 2 DE CORRECTION TO REMAIN NEN GATE MOTOR SPEGS p 1 gm -------------------------------------- ---------------- (EX) STORAGE ROOM (EX) #Z i ROOM #2 (EX) i TRAILER STORAGE ROOM „B„ #3 (EX) \ (EX) (NOT FOR PUBLIC USE /PRIVATE USE ONLY) STRO HALL - r 1 2 -fin TRAILER "All (NOT FOR PUBLIC USE / PRIVATE USE ONLY) (EX) ROOM #1 (EX) ENTRY AREA (EX) STORAGE ROOM #1 HiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiI i A3.1 451-511 SEE SHEET A2. Z�K EX = EXISTINO APN: 161.580.015 O A OE: T65RIE 5EG 15 5E THOMA5 BRO5. MAP - PAOE / GRID: PAGE: 5550 / GRID: E5 PROP05ED PROJECT: (2) EXISTING MANUFACTURE OFFICE TRAILERS TO BE RENOVATED FOR TEMPORARY AND STORAGE USE TRAILER "A" 50. FT. (NORTH) = 557 50. FT. (SERIAL NUMBER: H0000205154) TRAILER "B" 50. FT. (SOUTH) = 987 50. FT. (SERIAL NUMBER: HOD00205155) COMBINED TOTAL - TRAILER5 (#I / #2) NON LIVING 50. FT. = 1,524 50. FT. NEW DECKING = 551 50. FT. CITY OF LA QU I NTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATE04/14/2020 BY JF FOR TRAIL "A / E311 SETTING PLAN PROPOSED TRAILERS WILL BEAR THE APPROPRIATE INSIGNIA NORTH i N o — � ouQ � Y Lu V 430 �- [�2 C'S Q _ JLu V p > F A a. J H � H H W � O o V N `L QY� x z�LIA oLLJ , m 7 -1 LLI � V LLI LLj LL w J ® H Q o PROJECT NUMBER Ig03.12 \ / RE Y ISIONS 12/®3/I DATE G QO 0 - CTIONS PER 5/5 DEPT. A2.o DRAWING NUMBER Q03/05/20 - CORRECTION PER B/5 DEPT. 0 METAL PIERS / TRIPODS w/ ADJUSTABLE HEADS / WOOD PADS =icv L "B" _ METAL PILLARS / TRIPODS BASE SETTINGS METAL PIERS / TRIPODS w/ ADJUSTABLE HEADS / HOOD PADS =�N L "A" _ METAL PILLARS / TRIPODS BASE SETTINGS EX = EXI5TIN6 APN: 767.5&0.015 O A 6E: T65R7E 5EG 15 5E THOMAS BROS. MAP - PAGE / GRID: PAGE: 5550 / GRID: E5 PROP05ED PROJECT: (2) EXI5TIN6 MANUFACTURE OFFICE TRAILERS TO BE RENOVATED FOR TEMPORARY AND 5TORA6E U5E TRAILER "A" 50. FT. (NORTH) = 55150. FT. (5ERIAL NUMBER: 1-10000205154) TRAILER "B" 50. FT. (50UTH) = 987 50. FT. (SERIAL NUMBER: HCDO0205155) COMBINED TOTAL — TRAILER5 (#I / #2) NON LIVING 50. FT. = 1,524 50. FT. NEW DECKIN6 = 55150. FT. l'° 1 I tmm—o lm� =Trr" 53--2 (TRAILER "A") / 5-5 (TRAILER "B" FOR MANUFACTURE TRAILERS SETTING, DETAILS, AND EXISTING FRAMES CITY OF LA QU I NTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE ,sTC:04/14/2020 Q„ I P: NORTH i N o — � otua O >_ V O L-' m z t c iY L]N� p�� ■� t— oo<o o CA Lod :o� U- ILCIL �••+ i O H H W � O o V N L ks) Q L OL < km k-D -A -A 0 X (L • LLJ < < > w LdJ C� Z_ PROJECT NUMBER Ig03.12 Q 0 REVISIONS 12/03/I� DATE Q O CORRE'TIONS TO PER 5/5 DEPT. DRAWING NUMBER o ©03/05/20 - CORRECTION PER B/5 DEPT. Q NOTE5: EX - EX15TINO A— I. A GUARD 15 REQUIRED OF HEIGHT ON ALL OPEN 51 DED NOT LE55 THAT 42" IN WALKING 5URFACE5, _� __� P.T.D.F. MANUFACTURE: TOP CHOICE 2x WOOD TO BE 76-1.580.015 INCLUDING 5TAIR5, PORCHE5, BALCONIE5, OR 4APN: U5ED THROUGHOUT PROJEGT FOR 51LL AT FOUNDATION. O A GE: T65R7E 5EG 15 5E LANDIN65 THAT ARE MORE THAN 50 INGHE5 ABOVE I,,I THOMAS BR05. MAP -PAGE /GRID: PAGE: 5530 /GRID: E3 �`�� Y �`�� NOTES 2. GRADE. A HANDRAIL ON OPEN SIDES OF THE STAIRWAY MUST PENETRATION THROUGH THE WALL5 OR CEILIN65 PROPOSED PROJECT. (2) EXI5TING MANUFACTURE OFFICE TRAILERS TO BE BE PROVIDED. A 4" DIAMETER SPHERE MAY NOT 5EPARATI N6 THE DWELLING FROM THE GARAGE SHALL BE RB4OVATEp FOR TEMPORARY AND STORAGE USE PA55 THROUGH THE OPEN 5PAGE BETWEEN PROTECTED (5UCH A5 TH05E FOR VENTS, DUCT5, CABLE5, INTERMEDIATE RA I L5 AND 5PAGE BETWEEN THE R15ER P I CKET5. THE OPEN TREAD AND BOTTOM AND WIRE5) WITH AN APPROVED MATERIAL TO RE515T THE TRAILER "A" 50. FT. (NORTH) = 55150. FT. RAIL OF THE GUARD SHALL NOT ALLOW A 6-INCH FREE PA55A6E OF FLAMES AND PRODUGT5 OF (SERIAL. NUMBER: HC000205154) DIAMETER SPHERE TO PA55 THROUGH. [CRC R512.1.31 COMBU5TION. TRAILER ,B,, So. FT. (SOUTH) F E N E T RATION NOT (SERIAL NUMBER: HCD00205155) = 98150. FT. 5. WHERE GUARD5 ARE U5ED 51 DE5 OF 5TAIR5 THEY SHALL A5 HANDRAIL5 AT THE HAVE A HE 16HT COMBINED TOTAL - TRAILERS (#1 / #2) BETWEEN 54-58 INGHE5. [GRG R512.1.2, EXCEPTION 21 NON LIVING 50. FT. = 1,524 50. FT. 4. HANDRAIL ORIP5 5HOWING A MINIMUM EDGES RADIUS NEW DECKING = 55150. FT. OF 0.01 INCH AND 5HALL HAVE FOLLOWING: a) CIRCULAR CRO55 5HALL BE BETWEEN 1 1/4" AND HANDRAIL5 5HALL HAVE A BETWEEN 4 AND 6 1/4" WITH 5ECTION OF DIMEN51ON OF b) HANDRAIL5 WITH 6 1/4" 5HALL HAVE A 6RA5PABLE 51 DES OF THE PROFILE BETWEEN A ONE OF THE 5ECT1 ONAL DIAMETER 2". NON-C I RGULAR PERIMETER DIMEN51ON A MAXIMUM CRO55 2 1/4". [GRG R511.1b.5 (1)] A PERIMETER DIMEN51ON > FINGER ON BOTH 1 1/4" TO 2 5/4" 5.5TA BEGINNING WITHIN 5/4" FROM PROFILE AND ACHIEVE A MINIMUM Va" BELOW THE WI DE5T PROFILE CONTINUE A MINIMUM 5/,5" TO THAN 1 5/4" BELOW THE TALLE5T PROFILE. [GRG R511.1b.5 (2)] I RWAY MAXIMUM R 15E MINIMUM RUN WIDTH OF 10 INGHE5 5TA I RWAY5. THE MAXIMUM THE TOP OF THE 5/16" DEPTH WITHIN POINT AND SHALL A LEVEL NOT LE55 PORTION OF THE OF 1.15 INGHE5 AND A FOR 5TRAI6HT DIFFERENCE BETWEEN THE (EX) CITY OF LA QU I NTA 6. STAIR R15ER5 AND TREAD5 THAN 3/811. [GRG R511.1.51 THE MINIMUM CLEAR WIDTH 5HALL NOT BE GREATER OF STAIRWAYS 15 CLEAR STORAGE ROOM (EX) BUILDING DIVISION 56" ABOVE THE HANDRAIL. HANDRAILS 5HALL NOT #2 ROOM #2 (EX) REVIEWED FOR PROJECT MORE THAN 4.5" 5TAIRWAY AND THE MINIMUM ON EITHER 51DE OF THE CLEAR WIDTH OF THE I TRAILER STORAGE ROOM CODE 5TAIRWAY AT AND BELOW SHALL BE 51.5" AND 21" WHEN THE HANDRAIL HEIGHT INSTALLED ON ONE 111311 #3 COMPLIANCE 51 DE AND BOTH 51 DE5, RE5PECT1 VELY. [GRG R511.-1.1 ] (EX) (EX) (NOT FOR PUBLIC USE PRIVATE USE ONLY) DATE04/14/2020 BY I. IF APPLICABLE: 5HOW A 1/2" ENCL05ED 5PAGE UNDER THE 6YP5UM BOARD AT 5TAIRWAY. STRO HALL -- [GRG R502.11 LAV. � I I j STAIR GUARD RAIL NOTE 7-T- I _ - 2 3 TRAILER „A„ 2 ( ) 3 (NOT FOR PUBLIC USE / q OUTSIDE PRIVATE USE ONLY) DECKING g z (EX) (EX) " w STORAGE ROOM (EX) ROOM #1 0-- 2 3 2 3 � #2 = ROOM #2 (EX) --- 2 2 3 5 �- TRAILER STORAGE ROOM 3 _ 11 B„ u #3 12'-7" g I I a2 A (EX) (NOT FOR PUBLIC USE / PRIVATE USE ONLY) (E X) STRO M -y Ln�- HALL it ® 2 (EX) TREAD 3 (N) ® (TMP) - UTSIDE r - ENTRY AREA DECKING R15ER in (TMP) - - TRAILER ® ff „A„ (N) (NOT FOR PUBLIC USE OUTSIDE _ TI 3 ® 2 3 I m PRIVATE USE ONLY) DECKING 2 Q:� 52" 2� -1 I 3 g 12'-8" 2" EX ( ) ROOM #1 z LL Lu v LL (EX) E X ®Fil i A3.1 S T O pf� A G E p O O M f` 24'-32" (2) 2x 10 TOP / BOTTOM AT FACE FRONT _ # 1 B 2X, A3.1 A3.1 I _� n -a2 -I(V p (� Q_ A ci ,n I 11 (N) TREAD (EX) (TYP) - ' - � OUTSIDE I ENTRY 1 RISER AREA � DECKING (TMP) i - 1 —in �icv 1 m _E - 52 4 _T2 _1 12-a" I 2" (EX) STORAGE ROOM 1 24'-52" (2) 2x10 TOP / BOTTOM AT FACE FRONT #1 B 2 A3.1 A3.1 NORTH _ EF1i i i= NORTH NEN OVERALL TRAILS I'A / f5l w/ DEGKING FLOOR PLAN 0MENSIONS / KEYNOTES) SCALE: /4" = 1-011 NEW OVERALL TRAILS I'A / E311 w/ DEGKING FLOOR PLAN 0��ENSIONS REFERENCE) �� / �� = 1-011 NEW <EYNOTES O NEA 2X& NAILER TO BE MOUNTED ONTO EXI5TIN6 MANUFACTURE TRAILERS FOR NEW DECKING FIN15H FLOOR MATERIAL 20 NEW 4x4 POST O3 NEW 12 x 12 x 12 PREFABRICATED CONCRETE PILLAR w/ HOLD DOWN POST ANCHOR FOR NEW 4x4 POSTS EMBEDDED b- (MIN) IN FIN. GRD. O NEW 2x10 FLOOR JOIST FRAME FOR NEW DECKING (SEE FRAMING PLAN / DETAILS) O (2) NEW 2x10 FRAMING (TOP / BOTTOM) TO HOLD 2x10 FLOOR J015T (SEE FRAMIN6 PLAN / DETAILS FOR DIRECTIONS / LOCATIONS) O NEW STAIRS TO BE BUILT / INSTALLED / ATTACHED ONTO NEW DECKING (SEE PLAN FOR LOCATION) O NEW 2x2 DECKING PICKETS ® 4" MAX OPENING TO BE INSTALLED w/ 2x4 TOP HAND RAILS / 2x4 BOTTOM SUPPORT RAILS O NEW HOOD 51DIN6 PANELS TO MATCH EXI5TIN6 TRAILERS O NEW IN PREMANUFACTURED NON -CORROSIVE COMPOSITE FLOOR DECKING PRODUCT TO BE INSTALLED / APPLIED ONTO NEW 2x10 FLOOR J015T w/ 1/4 - 1/2" GAP SPACE BETWEEN WOOD DECKING MATERIAL / FINISH NOTES: ALL WOOD FRAME, HANDRAIL5, PICKETS, SILLS BASE TO BE TYPICAL 2x4 CONSTRUCTION COMMON REDWOOD LUMBER w/ PAINT FINISH FOR PROTECTION / DECAYING PURPOSES. TYPICAL ZING COATED WOOD SCREWS TO BE USED FOR MOUNTING / CONSTRUCTION OF NEW WOOD DECKING AND TO BE PAINTED OVER EXPOSED SCREW HEFOR PROTECTION / DECAYING PURPOSES. NOTE: DECKIN6 FINISH FLOOR NOT PART OF THIS FIN15H APPLICATION. SEE KEYNOTE " FOR DECKING FLOOR TYPE. N o � ova O L-' m �- � o �O,nz a L W �Ll 13 z ' <43 ._ �OL0� O H m H W - O �V N i .Q a] O Z W � O z � z p to o V / in pJ1..L � Zv Z<Z �Lu ks) �z U A I UA � '� } J O z W H H 0 Z_ Q 0 PROJECT NUMBER Ig03.12 REVISIONS DATE 12/03/I� QO 0 - CORRETION5 PER 5/5 DEPT. DRAWING NUMBER ©03/05/20 - GORREGTIO PER B/5 DEPT. (EX) +II' -II" T.0 ROOF AT FIN. FLR. ' SLOPE / SLOPE 12 IO - �— —� T.O.ROOF AT FIN. FLR. (EX) +10'-0" TO_DBL. PLT AT FIN. FLR O (EX) +3'-0" — — -- —--------------------------------- T.O.FIN. FLR - 77- AT FIN. ORD. ------------- ? + T4m� i ikt rf rit if qy 4p 0il 2-q2„ (EX) (EX) (EX) STORAGE ROOM #2 STORAGE ROOM #1 (TRAILER "B") ROOM #3 (TRAILER "A") (TRAILER "B") EXISTING _ EXTERIOR ELE\/AT ON (NORTH / DE) S� / �� _ �_� �� (EX) +11'-82" 12 N (Ex) +11'--I" T.O.ROOF - T.O_ROOF T AT FIN. FLR. -i _ -- - AT FIN. FLR. CITY OF LA QU I NTA - - - - - - - - - - - - - - - - - - - , (EX) +10'-0" \T_O_DBL. PLT BUILDING DIVISION IN.F ; ATFLR REVIEWED FOR I I / \ CODE COMPLIANCE J_ \ DATE04/14/2020 BY „ _ „ (EX) +3 0 m m (EX) +3 O TO.FIN. FLR. L I T.O.FIN. FLR. �- ------------------ ---------- ----------- - -- - - -�---- ----- -- ------ - --� - AT FIN. ORD. - ---1 ----------- ----- - -----------� - - - - — AT FIN. ORD. -�- l r r Oil 0 — FIN. ORD. FIN. ORD. (EX) (EX) (EX) (EX) STORAGE ENTRY AREA ROOM #1 STORAGE ROOM #1 (TRAILER "A") (TRAILER "A") ROOM #3 (TRAILER "A") (TRAILER "B") EXISTING _ EXTERIOR ELE\1 AT ON (NEST / FRONT) SCALE: /4 " - '=O 2 (EX) +11'-11" �T.O.ROOF AT FIN. FLR. I/4 (EX) +II'-7" N 12 SLOPE SLOPE T O.ROOF AT FIN. FLR. ——--- --— — — — — — — — — — — — — H-----H--------------------1-�� (EX) +10'-0" TO DEL. AT FIN. FLR. o�(EX) +5'-0" T.O.FIN. FLR. AT FIN. ORD. --- —--L---- L-- — L----IF---------L— -- E ---- L-- --� F ---E ---- L-- F oll FIN. ORD. (EX) (EX) (EX) STORAGE ROOM #2 STORAGE ROOM #3 (TRAILER B") ROOM #2 (TRAILER "B") (TRAILER "B") EXISTING _ EXTERIOR ELE\/AT ON (SOUTH / DE) SCALE: /4 " _ '=O 1 5 12 10 (EX) +II'46" T.O.ROOF T.O_ROOF AT FIN. FLR. — AT FIN. FLR. T.O.DBL. PLT AT FIN. FLR. I I F— —1 (EX) +3'-0" L- J J m (EX) +5'-0" T.O.FIN. FLR. T.O.FIN. FLR. - ------------------11—,--r--1---7.-- T7------ter— — -- - -- AT FIN. ORD. - -- L__ _ - - - ----- - - - -- '�- - �� ---- ------ - AT FIN. ORD. o„ Oil FIN. ORD. FIN. ORD. (EX) (EX) (EX) (EX) (EX) STORAGE RESTROOM ROOM #1 ENTRY AREA STORAGE ROOM #2 (TRAILER "A") (TRAILER "A") ROOM #1 (TRAILER "B") (TRAILER "A") EXISTING _ EXTERIOR ELE\/AT ON (EAST / REAR) S(�Lo / ` - =O N O � O OiuQ > iY1�11 O z�i� � LINE ww� OLx �CA �- > V p� F-- ® s; ® Ik � LL '- 4-+ p 4 OL J H � w - o V N `L Z � o Lu R— u; X ILI �/ � • LLJ }LLJ X w J H z o PROJECT NUMBER Ig03.1� REVISIONS I2/O3/IG DATE QO O - CTIONS PER 5/5 PERT. DRAWING NUMBER A:) 0 NOTES: P.T.D.F. MANUFACTURE: TOP CHOICE 2x WOOD TO BE USED THROUGHOUT PROJECT FOR SILL AT FOUNDATION. NOOD TN�FE and NOTES PENETRATION THROUGH THE WALL5 OR GE I L I N65 5EPARATIN6 THE DWELLING FROM THE GARAGE SHALL BE PROTECTED (SUCH A5 TH05E FOR VENTS, DUCTS, GABLES, AND WIRES) WITH AN APPROVED MATERIAL TO RES15T THE FREE PA55A6E OF FLAMES AND PRODUCTS OF COMBUSTION. 1. A GUARD 15 REGU I RED OF NOT LE55 THAT 42" IN HEIGHT ON ALL OPEN 51 DED WALKING SURFACES, I NGLUD I N6 5TA I R5, PORCHES, BALCON I E5, OR LAND I N65 THAT ARE MORE THAN 30 INCHES ABOVE GRADE. 2. A HANDRA I L ON OPEN 51 DES OF THE 5TA I RWAY MUST BE PROVIDED. A 4" DIAMETER SPHERE MAY NOT PA55 THROUGH THE OPEN 5PAGE BETWEEN INTERMEDIATE RA I L5 AND PICKETS. THE OPEN 5PAGE BETWEEN THE R15ER TREAD AND BOTTOM RAIL OF THE GUARD SHALL NOT ALLOW A 6- I NGH DIAMETER SPHERE TO PA55 THROUGH. [GRG R312.1.31 3. WHERE GUARDS ARE USED A5 HANDRAIL5 AT THE 51 DE5 OF 5TA I R5 THEY SHALL HAVE A HE 16HT BETWEEN 34-35 INGHE5. [GRG R312.1.2, EXCEPTION 21 4. HANDRAIL GRIPS SHOWING A MINIMUM EDOE5 RADIUS OF 0.01 INCH AND SHALL HAVE A ONE OF THE FOLLOWING: a) C I RGULAR GR055 5ECT1 ONAL DIAMETER SHALL BE BETWEEN 1 1/4" AND 2". NON -CIRCULAR HANDRAIL5 SHALL HAVE A PERIMETER D I MEN51 ON BETWEEN 4 AND 6 1/4" WITH A MAXIMUM CR055 SECTION OF DIMEN51ON OF 2 1/4". [GRG R311.7.5.3 (01 b) HANDRAIL5 WITH A PERIMETER DIMENSION > 6 1/4" SHALL HAVE A 6RA5PABLE F I N6ER ON BOTH 51 DE5 OF THE PROFILE BETWEEN 1 1/4" TO 2 5/4" BEGINNING WITHIN 5/4" FROM THE TOP OF THE PROFILE AND ACHIEVE A MINIMUM 5/16" DEPTH WITHIN 7/5" BELOW THE K DE5T PROFILE POINT AND SHALL CONTINUE A MINIMUM 3/5" TO A LEVEL NOT LE55 THAN 1 5/4" BELOW THE TALLEST PORTION OF THE PROFILE. [GRG R311.1.5.3 (2)] 5. 5TAIRWAY MAXIMUM RISE OF 1.15 INCHES AND A MINIMUM RUN WIDTH OF 10 INGHE5 FOR 5TRA16HT 5TA I RWAY5. THE MAXIMUM DIFFERENCE BETWEEN THE STAIR RISERS AND TREADS SHALL NOT BE GREATER THAN 3/5". [GRG R311.1.51 6. THE MINIMUM CLEAR WIDTH OF STAIRWAYS 15 CLEAR 36" ABOVE THE HANDRAIL. HANDRAIL5 SHALL NOT PROJECT MORE THAN 4.5" ON EITHER 51 DE OF THE STAIRWAY AND THE MINIMUM CLEAR WIDTH OF THE 5TA I RWAY AT AND BELOW THE HANDRAIL HE 16HT SHALL BE 31.5" AND 21" WHEN INSTALLED ON ONE 51 DE AND BOTH 5I DES, RE5PECT1 VELY. [GRG R311.1.1 ] I. IF APPLICABLE: SHOW A 1/2" GYPSUM BOARD AT ENCL05ED 5PAGE UNDER THE STAIRWAY. [GRG R302.71 STAIR GUARD RAIL NOTE CITY OF LA QU I NTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATE04I14I2020 BY JF (EX) +11'-,51 T.O.ROOF _ T AT FIN. FLP (EX) +5'-0" T.O.FIN. FLR. AT FIN. CRP. Oil FIN.ORD. 114� 12 411 MAX OPEN 2 m (EX) STORAGE ROOM MAX OPEN (TMP) — I 2 LILL NI INI INI NI NI NI NI --- --- I- - ------------- ----- -- ---- --- ---- --- - J L J L J L J 14 3 X EX AR ROOK . J (EX) 3 STORAGE ROOM #3 IS EXTERIOR ELE�/AfiION (NEST / FRONT) Is�aLE: 1/411 m (EX) ENTRY AREA SLOFL / SLOPE 411 MAX OPEN lTMP) i q 2 I � 1 z ---��--------------- ' II oin I rd, rd r ki I L J 4(012 5 4 E 4" MAX OPEN (TYP) z 2 m II cn rd L J 4 3 (EX) +II' -II" - - - - - - - T.O.ROOF AT FIN. FLR. I /4 12 0 (EX) +11'-7" AT FIN. FLR. (EX) +10'-0" ,0_DPL. PLi AT FIN. FLR (EX) STORAGE ROOM #3 T.O.FIN. FLR AT FIN. OPP. oll FIN. 5RD. I� EXTERIOR ELEVATION (NORTH / SIDE) I 5 C,,ALE: 114 i 1-o11 12 � (EX) +11'-11" - - - - - - - - - - T.O.ROOF 1 AT FIN. FLR. I /4 SLOPE SLOPE 12 (EX) +II'-i" ---- -- ---- -- ---- ---- -- --- -- -- -- ---- -- ---- -- - -- - T.O.ROOF AT FIN. FLR. I I 0` 13N T/O (N)\H�' L A I (EX) ENTRY AREA 0 (EX) +10'-0" T.O_®PL. PLT � AT FIN. FLR. 4" MAX OPEN 5PAGE Gi (TYP) z 2 m II --------' ------ II --11 0——�,--� —�-- T--L---- rd rd� r� L J L J L J (EX) 8 3 5 4 3 (EX) OM #2 STORAGE ROOM #3 (EX) +5'-0" fi.O.FIN. FLR. 1 AT FIN. 5RD. O" FIN. 6R®. I � SE(f.,fiION (NORTH) SGALE: I/4 I'-O" 1 A � /4 12 �T.O.ROOF T FIN. FLR. (EX) +5'-0" T.O.FIN. FLR. AT FIN. ORD. I O" FIN. 5RD. ------------------- o -x� crm (EX) STORAGE ROOM ®I'I INI In INI 91 INI INI fl Gi nA------ `=�ERY ARZ `-' � `-� iOom(EX) #1 SECTION (NEST) (EX) STORAGE ROOM #3 SC,ALE: 1/4" = 11-0 111 f5l NEN <EYNOTES O NEW 2X& NAILER TO BE MOUNTED ONTO EXI5TIN6 MANUFACTURE TRAILERS FOR NEW DECKING FIN15H FLOOR MATERIAL 20 NEW 4x4 POST O3 NEW 12 x 12 x 12 PREFABRICATED CONCRETE PILLAR w/ HOLD DOWN POST ANCHOR FOR NEW 4x4 POSTS EMBEDDED b" (MIN) IN FIN. GRD. O NEW 2x10 FLOOR JOIST FRAME FOR NEW DECKING (SEE FRAMING PLAN / DETAILS) O (2) NEW 2x10 FRAMING (TOP / BOTTOM) TO HOLD 2x10 FLOOR J015T (SEE FRAMIN6 PLAN / DETAILS FOR DIRECTIONS / LOCATIONS) O NEW STAIRS TO BE BUILT / INSTALLED / ATTACHED ONTO NEW DECKING (SEE PLAN FOR LOCATION) O NEW 2x2 DECKING PICKETS ® 4" MAX OPENING TO BE INSTALLED w/ 2x4 TOP HAND RAILS / 2x4 BOTTOM SUPPORT RAILS O NEW HOOD 50I146 PANELS TO MATCH EXI5TIN6 TRAILERS O NEW IN PREMANIFACTURED NON -CORROSIVE COMPOSITE FLOOR DECKING PRODUCT TO BE INSTALLED / APPLIED ONTO NEW 2x10 FLOOR JOIST w/ I/4 - I/2° GAP SPADE BETWEEN WOOD DECKING MATERIAL / FINISH NOTES: ALL WOOD FRAME, HANDRAILS, PICKETS, SILLS /BASE TO BE TYPICAL 2x4 GONSTRUGTION COMMON REDWOOD LUMBER w/ PAINT FINISH FOR PROTECTION / DECAYING PURPOSES. TYPICAL ZING COATED WOOD 5GREW5 TO BE USED FOR MOUNTING / CONSTRUCTION OF NEW WOOD DECKING AND TO BE PAINTED OVER EXPOSED SCREW HEADS FOR PROTECTION / DECAYING PURPOSES. NOTE: DECKING FINISH FLOOR NOT PART OF THIS FINISH APPLICATION. SEE KEYNOTE >H FOR DECKING FLOOR TYPE. N � O o O z t iY O o l� �p� un < a�O,nz L W � c� 10 (6 ,®n v — > J w >� ■_ � OL U_IL OL o J m W o 0VK N L 3 � � O } � ct� aL UA • Lu < Lu L Z V c Lu Lu LLJ • X } gay W J H z Z Q o PROJECT NUMBER Ig03.12 REVISIONS DATE 12/03/I� QO O - CORRETION5 PER 5/5 DEPT. DRAWING NUMBER � o Q (EX) C/ O ` F: U2- I I O W N �p oQ�l G13: X >� x I - � �kk 1 1S L L 240 / 60AMP5 5HP / IPH-10 HP.MAX. (EX) +¢,I-OII ❑GM 5D Ty t@ +60 �T WP - - - - - WP PHOTO ¢¢ GELL \ M \ MOTION SENSOR \ 1 W SWITGH FROM TRAILER "pill TO L I6HT FIXTURES ON TRAILER IIBII WP PHOTO ¢¢ CELL 4 MOTION SENSOR \ 1 1 I w� PHOTO CELL S MOTION SENSOR PHOTO¢ GELL 4 MOTION SENSOR ALL ELECTRICAL PERMITTED SEPARATELY. THIS PERMI DOES NOT INLCUDE ELECTRICAL WORK. CITY OF LA QU I NTA BUILDING DIVISION MEP PLANS/DETAILS NOT REVIEWED FOR CODE COMPLIANCE TRAIL "A / 511 _ EXISTING REFLEGTED CEILING MEGHANIGAL AND ELECTRICAL (WIRES, SWITCHES, OUTLETS TO REMAIN NOTE: MECHANICAL / ENERGY PER 2016 O'O =DUCT INSULATION TO BE R-VALUE 4.2 WHEN ENTIRELY IN CONDITION SPACE / RS OR ABOVE IN ATTIC (CRC 150.0(m)l: LOCATION OF THERM05TATICALLY CONTROLLED DAMPER I � � � � S � � � NOTES A. CONTRACTOR SHALL PROVIDE EXTERIOR LIGHTS AT ALL DOORS PER GBG ALL HVAG EQUIPMENT SHALL BE APPROVED PRIOR TO INSTALLATION BY B. CONTRACTOR SHALL PROVIDE SECURITY SYSTEM SHOP DRAWINGS NATIONALLY RECOGNIZED STANDARDS AND EVIDENCED BY THE L15TED AND 8 INSTALL. LABEL OF AN APPROVED AGENCY (CMG 302.I) C. COORDINATE STYLE, COLOR AND LOCATION OF ALL PLU&5 AND APPLIANCES DESIGNED TO BE FIXED IN POSITION SHALL BE SECURELY 5WITGHES W/ OWNER AND INTERIOR DESIGNER FASTENED IN PLACE (CMG 303.4) D. 5UB5ECTION 310-2(b): NO ALUMINUM WIRING SHALL BE USED. DUCTS USED FOR KITCHEN RANGE VENTILATION SHALL BE OF METAL AND EXCEPTION: ALUMINUM WIRING 1/0 AND LARGER MAY BE USED FOR SHALL HAVE SMOOTH INTERIOR SURFACES (CMG 504.3) MAIN FEED TO SUB PANELS ONLY AND SHALL BE ENCLOSED IN A RACEWAY. DRYER EXHAUST DUCT, NOT LE55 THAN 4 INCHES DIAMETER, SHALL HAVE A E. PROVIDE AT LEAST TWO 20-AMPERE SMALL APPLIANCE BRANCH SMOOTH INTERIOR SURFACE, A BACK -DRAFT DAMPER, AND SHALL TERMINATE CIRCUITS TO SERVE KITCHEN, BREAKFAST ROOM, AND DINING ROOM. OUTSIDE OF THE BUILDING SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. (GEC SECT. 210-52 (CMG 504.42, 504.1, 504.3.1, 504.32, 504.32.1) bl THRU 210-52 b3) DRYER EXHAUST: DUCT5 SHALL NOT EXCEED A TOTAL COMBINED F. PROVIDE AT LEAST ONE 20-AMPERE BRANCH CIRCUIT TO SERVE HORIZONTAL AND VERTICAL LENGHT OF 14 FEET, INCLUDING TWO CIO -DEGREE LAUNDRY APPLIANCES. SUCH CIRCUITS SHALL HAVE NO OTHER ELBOW5. TWO FEET SHALL BE DEDUCTED FOR 90-DE61REE ELBOW IN ECE55 OUTLETS. (GEC SECT. 210-11 c2, 210-52 f, 220-I6 b) OF TWO (CMG 504.42.1) 6. STEEL IN FOOTING SHALL BE TIED TO ELECTRICAL GROUND SYSTEM, MECHANICAL EQUIPMENT SUPPORT DIRECTLY BY THE GROUND SHALL BE PROVIDE UFER GROUND. ISOLATED FROM THE GROUND BY A LEVEL CONCRETE SLAB EXTENDED NOT LE55 THAN THREE (3) INCHES ABOVE THE ADJOINING GROUND LEVEL H. "BOND GROUNDING ELECTRODE TO METAL 6A5 AND WATER PIPING" (CMG 0104.3.1.1) (GEC SECT. 250-104) AG OUTDOOR CONDENSING UNITS ON SOLID BASE 3" ABOVE GRADE - J. USE 220 WHERE REQUIRED FOR SPECIFIC APPLIANCES OR MIN. 12" FROM WALL / MIN. 24" APART EQUIPMENT WHETHER OR NOT IT 15 SPECIFICALLY 5HOWN AS SUCH ON THI5 ELECTRICAL PLAN. NOT MORE THAN ONE APPLIANCE SHALL BE CONNECTED TO A SINGLE VENT UNLESS CALCULATED SHOWING CONFORMANCE TO GMG CHAPTER 8 ARE K. ALL WALL MOUNTED OUTLETS SHALL BE MOUNTED a +12" ABOVE FIRST SUBMITTED TO AND APPROVED BY THE BUILDING AND SAFETY FINISHED FLOOR, DEPARTMENT. L. ARC -FAULT PROTECTION FOR ALL OUTLETS (NOT JUST WHOLE HOUSE VENTILATION SYSTEM C.ONTROL5 SHALL BE LABELED. RECEPTACLES) LOCATED IN ROOMS DESCRIBED IN NEC 201.12(A): KITCHENS, LAUNDRY AREAS, FAMILY, LIVING, BEDROOMS, DINING, PROVIDE COMPLETION FORMS PROVIDED BY THE HERS RATER TO MEET THE HALLS, ETC. REQUIREMENTS OF THE 2016 GAL ENERGY CODES PER TITLE 24 AT FINAL M. TAMPER RE515TANT RECEPTACLES FOR ALL LOCATIONS DESCRIBED INSPECTION. IN 20152 (I.E., ALL RECEPTACLES IN A DWELLING) MIN. 22" x 30" ATTIC ACCESS, w/ 30" MIN UNOBSTRUCTED HEADROOM IN N. WEATHER RT TYPE FOR RECEPTACLES INSTALLED IN DAMP ATTIC SPACE SHALL BE PROVIDED AT OR ABOVE THE ACCESS OPENING OR NET LOCATIONS (OUTSIDE) (CRC Rb0'I.1) UNLESS OTHER WISE SPECIFIED. 0. RECEPTACLE OUTLET LOCATIONS WILL COMPLY WITH CEO ART. ATTIC ACCESS TO BE PROVIDED w/ SWITCHED LIGHTING AT ENTRY / 120 V 210-52(A)(I) (A)(3) AND 406. RECEPTACLE FOR MAINTENANCE PURPOSES. P. BATHROOM RECEPTACLE OUTLETS SHALL BE SUPPLIED BY FUA IN ATTIC - b" BUILT UP PLATE FORM ABOVE TRUSSES (a) A 20 - AMPERE CIRCUIT DEDICATED TO EACH BATHROOM or ONE AMPERE CIRCUIT SUPPLYING ONLY BATHROOM ACCESS HATCH w/ GASKET TRIM AND INSULATION ABOVE HATCHET TO MATCH R RECEPTAACLE OUTLETS. GEC, 210.11(c)3 C ATTIC INSULATION Q• &ROUND -FAULT CIRCUIT -INTERRUPTER PROTECTION SHALL COMPLY ROOF AREA TO $E SEAL FROM AIR GAPS (CRACKS, TOP PLATES, ETC) w/ WITH NEC. 210-b(A), WHICH READS AS FOLLOWS: "ALL 125 VOLT, SPRAY FOAM SINGLE PHASE, 15- AND 20- AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREA, BATHROOMS, 6ARA6E5, OUTDOORS, KITCHEN NEW UNITS ON 24" HIGH PLATFORM WITH DUCT BOARD PLENUMS COUNTERS / DI5HWA5HER5, AND AT WET BAR SINKS WITHIN b' OF SINK, ETC. NOTE: HVAG CONTRACTOR TO PROVIDE AG CONDENSATE LINES FROM ATTIC TO EXTERIOR AS PER CODE. REQUIRED PAN UNDER EACH SYSTEM w/ R. 1R ■ TAMMMAM 3 AW PRIMARY AND SECONDARY CONDENSATE LINES. ALL CIRCUITS SUPPLYING 125-VOLT, SINGLE PHASE, 15- AND 20-AMP VENTILATION REQUIREMENTS: RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES CRC, R303.3, GEG 150(o); 152(a); GMG TABLE 4031 (P6. 65) IN ALL AREAS SPECIFIED IN THE CALIFORNIA ELECTRICAL CODE * KITCHENS - REQUIRE EXHAUST FANS WITH MINIMUM 100 GFM DUCTED SECTION 210.52 TO THE EXTERIOR. DETAIL COMPLIANCE BY INCLUDING A COMPLYING EXHAUST (GEC, 406.11) FAN OR A DUCTED RANGE HOOD TO THE EXTERIOR. (GEC, 150(o)) 5. * BATHROOM - REQUIRE EXHAUST FANS (MINIMUM 50 GFM) TO BE LISTED TAMPER-RE515TANT 125-VOLT 15/20 AMP RECEPTACLES ARE DUCTED TO THE EXTERIOR. A BATHROOM 15 DEFINED ' A5 A ROOM WITH A REQUIRED IN BEDROOMS, BALCONIES, DECKS, PORCHES, BASEMENTS, BATHTUB, SHOWER, OR SPA OR SOME SIMILAR SOURCE OF MOISTURE". BATHROOMS, BREAKFAST ROOMS, COUNTERTOP, DENS, DINING ROOMS, FAMILY ROOMS, GARAGES, HALLWAYS, KITCHENS, LAUNDRY * ALL FANS INSTALLED TO MEET ALL OF THE PRECEDING AREAS, LIBRARIES, LIVING ROOMS, OUTDOORS, PANTRIES, PARLORS, REQUIREMENTS MUST BE SPECIFIED AT A N015E RATING OF A MAXIMUM I RECREATION ROOMS, AND 5UNROOM5 (GEC, 406.11) (FOR NEW CON5T) "50NE" (FOR THE CONTINUOUS USE CALCULATION) OR 3 "50NE" (FOR THE INTERMITTENT USE CALCULATION). T• PROVIDE NEW/ALTERED/REPLACED RECEPTACLE OUTLETS ON WALLS * GALGREEN: ENERGY STAR; HUMIDITY CONTROLS (MANUAL or IN FAMILY ROOM, DINING ROOM, LIVING ROOM, MORNING AREA, AUTOMATIC) WHEN NOT PART OF WHOLE HOUSE SYSTEM (4.50b (P6. 32) BEDROOM, LAUNDRY ROOM RECEPTICAL OUTLETS 50 THAT NO POINT ALONG THE FLOOR LINE IN ANY WALL SPACE 15 MORE THAN 6 FEET, MEASURED HORIZONTALLY, FROM AN OUTLET IN THAT SPACE, _ EL E CINCLUDING T R GAL L E 5 E DHALL ANY KALL SPACE 2 FEET OR MO 1XTERIOR I `�I � SPACE OCCUPIED BY FIXED PANELS IN E WALL5, BUT EXCLUDIN6 5LIDIN6 PANELS IN EXTERIOR WALL5. THE WALL SPACE r---i SURFACE MOUNTED AMP MAIN PANEL Op ROUND RECESSED LICHTIN6 FIXTURE TO BE JAS-2016 or JAS-2016-E (50 WATT) PER GEC, 150(6) FL 0 ROUND RECESSED FLUORESCENT LIGHTING FIXTURE (50 WATT) HP FL00 ROUND RECE55ED LED WATER PROOF LIGHTING FIXTURE SEALED w/ GASKET or CAULKING (50 WATT) PER GEC, 150(6) O 4" ROUND RECESSED LED DOWN LIGHT FIXTURE (50 WA + CEILING, PENDENT DROP LIGHT FIXTURE (50 WATT) CEILING, FAN 4" ROUND RECESSED WALL WASHER (ART LIGHT) TO BE JAS-2016 or JAS-2016-E (50 WATT) 5T SOLAR TUBE 0 LED UNDER CABINET ALKO-LITE "LITTLE INCH" FIXTURE. I� FLUORESCENT STRIP LIGHT. FLUORESCENT LIGHTING FIXTURE, RECESSED FL IN CEILING (34H). Q_ JUNCTION BOX. WEATHER PROOF DUPLEX REGEPTAOLE HP W/ 6F0I (+12") e- ONE DUPLEX 6ROUNDIN6 TYPE RECEPTACLE (+12") nIj- ONE DUPLEX GROUNDING, TYPE RECEPTACLE 1/2 HOT (+12") ( DUPLEX RECEPTACLE IN FLUSH FLOOR BOX. (1/2 SWITCHED WHERE NOTED) FOUR PLEX GROUNDING TYPE RECEPTACLE. 220 VOLT RECEPTACLE 41D=- DUPLEX OUTLET W/ 6FGI (+42") uss (2) U55 PORT / PLUG .Q' EXHAUST FAN ® EXHAUST FAN / LIGHT FIXTURE - COMBO UNIT ©-" TELEVISION OUTLET (+12") ►-- TELEPHONE OUTLET. WALL MOUNTED (+12) aDG DOOR CHIME. ,b9- 51NOLE POLE LINE VOLTAGE CIRCUIT SWITCH (+42") 64"' THREE WAY LINE VOLTAGE CIRCUIT 5WITGH (+42") -eg FOUR WAY LINE VOLTAGE GIRGUIT 5WITGH. 0-- LOW VOLTAGE PUSH BUTTON STATION (+42") ❑D DIMMER (+42") PER CEO 110.9 ❑ SMOKE DETECTOR, CEILING, MOUNTED AND DIRECT WIRED TO 120V w/ BATTERY BACK UP. SD TIE DETECTOR INTO FAU FANS TO SHUT DOWN UPON ACTIVATION. GM CARBON MONOXIDE DETECTOR, CEILING MOUNTED AND ❑ DIRECT WIRED TO 120V w/ BATTERY BACK UP. �--I WALL MOUNTED LED ENERGY STAR LIGHT FIXTURE. (50 WATT) ❑T TRANSFORMER FOR DOOR CHIMES (10 WATT5) 0 A/C DISCONNECT. ® SUPPLY RE615TER ❑ RETURN RE615TER AUTO VACANCY SENSOR AN AUDIO / VIDEO HIM NODE GS WATER PROOF: PHOTO CELL AND/OR MOTION SENSOR AFFORDED BY FIXED ROOM DIYIDERS, SUCH AS FREESTANDING BAR -TYPE COUNTERS OR RAILINGS, SHALL BE INCLUDED IN THE 6 FOOT MEASUREMENT. (CEO 210.52(A)) U• ALL NEW, MODIFIED, REPLACED, OR EXTENDED 120-VOLT, SINGLE PHASE, 15- AND 20-AMP BRANCH CIRCUITS SUPPLYING OUTLETS OR DEVISES INSTALLED IN DWELLIN6 UNIT KITCHENS, FAMILY ROOMS, DINING, ROOMS, LIVIN6 ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, 5UNROOM5, RECREATION ROOMS, CLOSETS, HALLWAY5, LAUNDRY AREAS OR 51MILAR ROOMS OR AREAS SHALL BE PROTECTED BY AN LISTED ARC -FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT OR BY ANY OF THE OTHER MEANS DESCRIBED IN 210.12(AX2) THROUGH (b). "(CEO 210.12(A)) V. PROVIDE ONE LIGHTING OUTLET CONTROLLED BY A LIGHT 5WITCHED AT THE POINT OF ENTRY TO ATTIC. W LUMINARIES THAT ARE RECESSED INTO INSULATED CEILINGS ARE REQUIRED TO BE IG E AT RATED (ZERO CLEARANCE TO INSULATION AND AIRTIGHT). X. ALL LUMINAIRES SHALL BE HIGH-EFFIGIEwY IN ACCORDANCE w/ TABLE 150.0-A. ALL LIGHT FIXTURES SHALL CONTAIN BULBS THAT ARE LABELED AS JAb-20I6 (JA8,-20lb-E FOR SEALED LENS OR RECESSED FIXTURE). SCREW BASE BULBS ARE PERMITTED, EXCEPT IN RECE55ED LIGHTING FIXTURES. Y. FAN 5WITGHE5 ARE TO BE MULTI -SPEED CONTROL 5WITGHE5. Z. ALL WALL MOUNTED FIXTURES SHALL BE MOUNTED 0 +b4" ABOVE FINISHED FLOOR, AA. LIGHT FIXTURES IN TUB OR SHOWER EZL05URE5 SHALL BE SUITABLE FOR DAMP LOCATIONS. CEO 410.I0A BB. LIGHTS ABOVE JACUZZI TYPE TUBS SHALL BE LOCATED AT'1'-6" MIN. ABOVE WATER LINE OR MEET WATERPROOFING AND INSTALLATION REQUIREMENTS PER GEC, 650-43 CO, KITCHEN LIGHTING REQUIREMENT5(GEE5 150.0(K)) ALL LIGHTING FIXTURES SHALL BE CONTROLLED BY EITHER A DIMMER SWITCH OR BY A VACANCY SENSOR SWITCH THAT REQUIRES A MANUAL ON ACTIVATION (DOES NOT AUTOMATICALLY TURN ON) AND AUTOMATICALLY TURNS OFF WITHIN 30 MINUTES AFTER THE ROOM 15 VACATED. PD. INTERIOR LIGHT SWITCHING DEVICES AND CONTROLS (GEC I50.0(K)2K) IN BATHROOMS, TOILETS, GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS, AT LEAST ONE LIGHT FIXTURE SHALL BE CONTROLLED BY A VACANCY SENSOR. EE. DIMMERS OR VACANCY SENSOR SHALL CONTROL ALL LIGHT SOURCES w/ JOINT APPENDIX JA& EXCEPT: LIGHTING FIXTURES IN CLOSETS LE55 THAN'10 SQUARE FEET AND LIGHT FIXTURES IN HALLWAYS. FF. EXTERIOR LIGHTING (CEO 210.8 AND 406A, CEO 150.0(K)3) * EXTERIOR LIGHTING SHALL BE SHIELDED TO PREVENT GLARE OR DIRECT ILLUMINATION ON PUBLIC STREETS OR ADJACENT PROPERTIES. * OUTDOOR LIGHTING, SHALL BE APPROVED FOR EXTERIOR LOCATIONS. * OUTDOOR LIGHTING, FIXTURES SHALL BE CONTROLLED IN ONE OF THE FOLLOWING MANNERS: - PHOTOCELL AND MOTION SENSOR - PHOTO CONTROL AND AUTOMATIC TIME 5WITGH CONTROL. - ASTRONOMICAL TIME CLOCK. - ENERGY MANAGEMENT SYSTEM w/ FEATURES OF AN ASTRONOMICAL TIME CLOCK THAT DOES NOT ALLOW THE LUMINAIRE TO BE ON, AND 15 PROGRAMMED TO AUTOMATICALLY TURN OFF DURING DAYLIGHT HOURS. 00. AN OCCUPANCY 5EN50R / MOTION SENSOR DOES NOT QUALIFY AS A VACANCY SENSOR, MUST BE MANUAL - ON / AUTO - OFF HH. "SMOKE ALARMS SHALL BE 120-VOLT WITH BATTERY BACK- UP" (CRC SECT. R314.6) JJ. ALL SMOKE ALARMS AND CARBON MONOXIDE ALARMS: WHEN MORE THAN ONE TO BE INSTALLED / MULTIPLE STATION, THEY SHALL BE INTERCONNECTION SUCH THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OTHER ALARMS IN DWELLING. EXCEPTION: SMOKE / CARBON MONOXIDE ALARMS 15 EXISTING AREAS NENOT TO BE INTERCONNECTED AND HARD WIRED WHERE THE ALTERATIONS OR REPAIRS DO NOT RESULT IN THE REMOVAL OF INTERIOR WALL OR CEILING FINISHES EXPOSING THE STRUCTURE, UNLESS THERE 15 AN ATTIC, CRAWL SPACE, OR BASEMENT AVAILABLE WHICH COULD PROVIDE ACCESS FOR HARD WIRING AND INTERCONNECTION WITHOUT THE REMOVAL OF INTERIOR FINISHES. SECTIONS R314.3.1 / R3152. KK. ALL EXISTING SMOKE ALARMS OVER 10 YEARS OLD SHALL BE REPLACED LL. THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR THE INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE SOLAR ELECTRICAL INSTALLATION, LOCATED AT THE OPPOSITE END OF THE BUS BAR A5 THE FEEDER CONDUCTORS, AND BE LABELED FOR FUTURE SOLAR ELECTRICAL (CEO 110.10(e)2) MM. THE BRANCH CIRCUIT SUPPLYING THE REQUIRED RECEPTACLE(5) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE. (CEO 210.52(6)(1)) NN• PROVIDE NOT LESS THAN I" SIZED RACEWAY FROM THE MAIN SERVICE OR SUBPANEL TO A LISTED CABINET, BOX OR ENCLOSURE THAT 15 IN CLOSED PROXIMITY TO A LOCATION WITHIN THE GARAGE THAT CAN BE UTILIZED FOR EV GHAR61N6. THE ORIGINATING ELECTRICAL EQUIPMENT SHALL PROVIDE CAPACITY TO INSTALL A 40-AMFRE MINIMUM DEDICATED BRANCH CIRCUIT AND SPACE(5) RESERVED TO PERMIT INSTALLATION OF A BRANCH CIRCUIT OVERCURRENT PROTECTION DEVICE. (CAL6REEN 4.106.4.1) 00. THE OVERCURRENT PROTECTION DEVICE LOCATION AND THE RACEWAY TERMINATION LOCATION SHALL BE PERMANENTLY AND VISIBLY MARKED "EV CAPABLE" (GAL6REEN 4.106.4.1.1) PP. HAVE A GASKET OR CAULKED 5EALIN6 BETWEEN THE LUMINAIRE HOUSING AND CEILING. 00. MUST ALLOW READILY AGCE551BLE BALLASTS FOR MAINTENANCE OR REPLACEMENT WITHOUT NEEDING TO GUT HOLES IN THE CEILING. RR ANY FIXED APPLIANCE SUCH AS DISPOSAL, DISHWASHER, CLOTHES WASHER, DRYER, BUILT-IN HEATERS, OR ANY OTHER FIXED APPLIANCE WITH 1/4 H.P. MOTOR OR LARGER, SHALL BE ON A SEPARATE #12 A146 WIRE BRANCH CIRCUIT. EACH DWELLING UNIT SHALL HAVE INSTALLED THEREIN AN INDIVIDUAL DISPOSAL CIRCUIT SUPPLIED WITH MINIMUM #12 AWG WIRE AND A 15 AMP INDICATING -TYPE SWITCH. [GEG 210.23 d 2201 NORTH N � O Q > Y O LLI x 0) O LL LLIw� � <�} o owUA o`' Lu \S�) < 11- � w 0 Es [� 0 Q OL X � w N V p� , �LL'_ 4_+ p 4 d O 11 J � �O o Va N L Lu V m Q tvfl L LLJ • uLu � zw L A z 3 a o PROJECT NUMBER Ig03.1� REVISIONS I2/03/IG DATE QO 0 - OORRECTIONS PER 5/5 PERT. DRAWING A4. NUMBER 0 Q GENERAL STRUCTURAL NOTES LUMBER REINFORCING STEEL MASONRY CONCRETE BLOCK PROJECT CONSTRUCTION NOTES DATE ISSUED BMP NOTES 1. THE NOTES AND SPECIFICATIONS ON STRUCTURAL DRAWINGS GOVERN IN CASE OF CONFLICT WITH OTHER SPECIFICATIONS. 2. NOTES AND DETAILS ON STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES, AND SPECIFICATIONS WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. 3. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. ALL DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. 4. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. TYPICAL DETAILS AND GENERAL NOTES ARE MINIMUM REQUIREMENTS TO BE USED WHEN CONDITIONS ARE NOT SHOWN OTHERWISE. 5. ALL WORK SHALL CONFORM TO THE 2016 CALIFORNIA BUILDING CODE STANDARDS, AND REGULATIONS OF THE STATE OF CALIF. DIVISION OF INDUSTRIAL SAFETY, AND THOSE CODES AND STANDARDS LISTED IN THESE NOTES. 6. THE DRAWINGS REPRESENT THE FINISHE❑ STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE AND IS NOT LIMITED TO BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. 7. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDUM. 8. CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS ETC. IF ANY SUCH STRUCTURES ARE FOUND, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 9. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. CONCRETE 1. ALL CONCRETE PLACEMENT AND DESIGN SHALL CONFORM TO THE 2016 EDITION OF THE CALIFORNIA BUILDING CODE. 2. ALL CEMENT SHALL CONFORM TO A.S.T.M. C-150, TYPE II, LOW ALKALI. 3. FINE AND COARSE AGGREGATE SHALL CONFORM TO A.S.T.M. C-33 FOR STANDARD WEIGHT CONCRETE. 4. ALL AGGREGATE SHALL BE COMPARABLE TO "SAN GABRIEL VALLEY" AGGREGATE. THE SHRINKAGE SHALL BE AS PER A.S.T.M. C-33 WITH THE AVERAGE DRYING SHRINKAGE AT 28-DAYS OF DRYING NOT EXCEEDING 0.04%. 5. DRY PACK SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT TO NOT MORE THAN THREE PARTS SAND. 6. HOLD DOWNS, ANCHOR BOLTS, DOWELS INSERT, ETC. SHALL BE SECURELY TIED IN PLACE PRIOR TO POURING CONCRETE, AND FOUNDATION INSPECTION. 7. CONCRETE SHALL BE CURED BY KEEPING CONTINUOUSLY WET FOR 10-DAYS OR BY AN APPROVED CURING COMPOUND. 8. ALL CONCRETE SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI AT 28-DAYS, UNLESS NOTED OTHERWISE. THE WATER TO CEMENT RATIO SHALL NOT EXCEED 0.45. MINIMUM CEMENT CONTENT 564 LBS PER CUBIC YARD. MAX SLUMP=4". 9. ANCHOR BOLT, HOLD DOWN AND POST BASE SIZES AND LOCATIONS SHALL BE PER STRUCTURAL PLANS. THE PLACEMENT OF THESE ITEMS SHALL BE COORDINATED WITH THE FRAMING CONTRACTOR. 10. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR ALL PENETRATIONS IN CONCRETE FLOORS,ROOFS,WALLS AND FOR LOCATIONS OF FLOOR FINISHES, DEPRESSIONS, PITS, ETC. 11, SLABS ON GRADE SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 302.1. 12. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT PLACED IN CAST -IN -PLACE CONCRETE. MIN. COVER, INCHES 1. CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH . . . . . . . . . . . . . . . . . . . . . 3 2. CONCRETE EXPOSED TO EARTH OR WEATHER: NO.6 THROUGH NO. 18 BAR. . . . . . . . . . 2 NO.5 BAR, W31 OR D31 WIRE, AND SMALLER 1 1/2 3. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND" SLABS, WALLS, JOISTS: NO.14 AND NO.18 BAR. . . . . . . . , . . . 1 1/2 NO, 11 BAR AND SMALLER. . . . . . . . . . 3/4 BEAMS, COLUMNS: PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS . . . . . . . . . . . . . 1 1/2 13. CONCRETE SLABS ON GRADE SHALL BE DIVIDED BY EXPANSION. WEAKENED OR CONSTRUCTION JOINTS INTO AREAS NOT EXCEEDING 200 SQUARE FEET. THE RATIO OF THE LENGTH TO THE WIDTH SHALL NOT EXCEED 1 1/4 TO 1. DISTANCE BETWEEN JOINTS SHALL NOT EXCEED 15'-O". THERE SHALL BE AT LEAST A 48 HOUR WAITING PERIOD BETWEEN PLACING ADJACENT SLABS. POURING PROCEDURE AND A LAYOUT SHOWING LOCATION OF EXPANSION. WEAKENDED OR CONSTRUCTION JOINTS FOR SLABS ON GRADE SHALL HE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW. GENERAL FOUNDATION NOTES 1. ALL REQUIRED FILL AND BACK FILL SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DENSITY OBTAINABLE BY THE A.S.T.M. DESIGNATION D-1557 METHOD OF COMPACTION. FLOODING OR JETTING IS NOT PERMITTED. 2. UNDER ALL INTERIOR CONCRETE FLOOR SLABS ON GRADE PROVIDE A 2" LAYER OF MOIST SAND OVER 10MIL VISQUEEN MEMBRANE OVER 2" LAYER OF MOIST SAND OVER PROPERLY COMPAGTED AND GRADED SUB -GRADE. PLYWOOD NOTES 1. ALL STRUCTURAL PLYWOOD SHALL BE MANUFACTURED WITH EXTERIOR GLUE AND CONFORM TO PS-1-95. EACH SHEET SHALL BE IDENTIFIED WITH AN A.P.A. GRADE TRADE MARK. SEE DRAWINGS FOR GRADE AND THICKNESS. 2. EACH SHEET OF PLYWOOD SHALL CONTAIN A MINIMUM OF 8 SQUARE FEET AND SHALL EXTEND TO 3 BEARINGS MINIMUM WITH FACE GRAIN PERPENDICULAR TO JOISTS. 3. ALL UNSUPPORTED PLYWOOD EDGES SHALL BE BLOCKED OR CLEATED. 4. THE BUILDING DEPARTMENT SHALL BE NOTIFIED FOR ROOF & FLOOR DIAPHRAGM NAILING INSPECTION. 5. PROVIDE DOUBLE JOISTS OR DOUBLE BLOCK AROUND ALL OPENINGS IN ROOF. NO OPENINGS WILL BE PERMITTED IN ROOF OR FLOOR OTHER THAN THOSE SHOWN WITHOUT THE ENGINEER'S APPROVAL. 6. ROOF DIAPHRAGM SHALL BE 15/32" SHEATHING,24/16 SPAN RATING,WITH 10D COMMON NAILS AT 4" O.C. BOUNDARIES AND EDGES,6" O.C.,UNO 7, FLOOR DIAPHRAGM SHALL BE 19/32" T&G SHEATHING,24/16 SPAN RATING, WITH 10D COMMON NAILS AT 4"O.C. BOUNDARIES AND EDGES, 6" O.0 FIELD. GLUE PLYWOOD TO ALL FLOOR JOIST. 8. ALL HORIZONTAL DIAPHRAGMS SHALL BE APA RATED SHEATHING, STRUCT.-FLOOR EXPI/EXP2/EXT OR C-C/C-D/SHEATHING PLYWOOD. 9. UNLESS OTHERWISE NOTED ON PLANS,AT ALL SHEAR WALL LINES,DOUBLE TOP PLATE SHALL HAVE MINIMUM SPLICE OF 48" AND NAILED WITH 2 ROWS OF 4) 16D AT 3" O.0 AT EACH SIDE OF SPLICE. TRUSS NOTES 1. ALL DRAG/GABLE TRUSSES SHALL RECEIVE ROOF DIAPHRAGM BOUNDARY NAILING TD THE TDP CHORD DF THE TRUSS AND SHALL HE FASTENED FROM THE BOTTOM CHORD TD THE TDP PLATE OF THE WALL BELOW AS CALLED UNDER SHEAR WALL'S RIM TO TOP PLATE FASTENING. 2. CONTRACTOR SHALL PROVIDE CERTIFIED (BY CALIFORNIA PE) CALCULATIONS AND DRAWINGS FOR ALL MANUFACTURED TRUSSES AND JOISTS PRIOR TO BUILDING PERMIT/FABRICATION/ERECTION. ALL TRUSSES SHALL BE CAPABLE OF CARRYING THE DESIGN LOADS IDENTIFIED ON THIS SHEET. THE ENGINEER/ARCHITECT OF RECORD SHALL REVIEW AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. 1- ALL STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE WITH THE GRADING AND DRESSING RULES #16 OF THE WEST COAST LUMBER INSPECTION BUREAU. 2. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR. 3. HOLES AND BOLTS SHALL BE BORED WITH A BIT 1/32" TO 1/16" LARGER THAN THE NOMINAL BOLT DIAMETER. 4. ALL BOLTS SHALL BE RE -TIGHTENED PRIOR TO APPLICATION OF PLYWOOD, PLASTER, ETC. 5. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC. UNLESS SPECIFICALLY NOTED OR DETAILED. 6. 2x SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS. 7. ALL BOLTS BEARING ON WOOD SHALL HAVE STANDARD CUT WASHERS UNDER HEAD AND NUTS, UNLESS NOTED OTHERWISE. 8. ALL JOIST HANGERS SHALL BE "SIMPSON" OR APPROVED EQUAL & HAVE AN ICBO APPROVAL NUMBER. 9. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR -LARCH OF THE FOLLOWING GRADES, UNLESS NOTED OTHERWISE ON STRUCTURAL DRAWINGS: STUDS, PLATES, BLOCKING =============== #2 BEAMS, STRINGERS 4x============----------------=== #2 6x & LARGER MEMBERS ==== --- =---====== #1 POST& MULLIONS ===================== #1 ROOF PLANKING & DECKING _______________ COM. DEX JOISTS & PLANKING & RAFTERS =__==_====== #2 BOARDS, SHEATHING & STRIPPING === ------- = CONST. GRADE SILLS, PLATES, SLEEPERS, POSTS OR WOOD IN CONTACT WITH CONCRETE CONST. GRADE WHICH IS IN CONTACT WITH EARTH PRESSURE TREATED 10. WHERE LAG SCREWS ARE USED, PRE -DRILL HOLE FOR SHANK THE SAME DIAMETER AS THE SHANKS. 75% SHANK DIAMETER FOR THE THREADED PORTION. SCREWS SHALL BE INSERTED WITH THE TURN OF A WRENCH. DRIVING WITH A HAMMER WILL NOT BE PERMITTED. GENERAL NAILING NOTES 1. NAILS SHALL BE DRIVEN PERPENDICULAR WHERE POSSIBLE INSTEAD OF TOENAILS. 2. PRE -DRILL FOR ALL NAILS 20d OR LARGER. 3. ALL NAILS SHALL BE COMMON WIRE NAILS UNLESS NOTED OTHERWISE. ALL NAILING APPLICATION SHALL CONFORM TO THE LATEST EDITION OF THE CALIFORNIA BUILDING CODE. COMMON WIRE NAILS I. JOIST OR RAFTERS AT ALL BEARINGS TOENAIL EACH SIDE =------------------- -= 3-8d 2. BRIDGING TO JOIST TOENAIL EACH END =--================--== 2-8d 3. 1" X 6" SUBFLOOR OR LESS TO EACH JOIST FACENAIL ===================--========== 2-8d 4. WIDER THAN 1" X 6" SUBFLOOR TO EACH JOIST FACE NAIL =============================== 3-8d 5. 2" SUBFLOOR TO JOIST OR GIRDER BLIND AND FACE NAIL =____________________ 2-16d 6. SOLE PLATE TO JOIST OR BLOCKING FACENAIL ============================= 16d @ 16" O/C 7. TOP PLATE TO STUD END NAIL -------------------------------- 2-16d 8. STUD TO SOLE PLATE TOENAIL ================================ 4-8d 9. DOUBLE STUDS FACENAIL =____________________________ 16d 0 24" O/C 10. DOUBLE TDP PLATES FACE NAIL ============================= 16d 0 16" O/C 11. TOP PLATES LAPS & INTERSECTIONS FACE NAIL __ ---------------------------- _ 2-16d 12. CONTINUOUS HEADER TWO PIECES ALONGEACH EDGE ====================== 16d 0 16" O/C 13. CEILING JOIST TO PLATE TOE NAIL ________________________________ 3-8d 14, CONTINUOUS HEADER TO STUD TOENAIL ====================--========== 4-8d 15. CEILING JOISTS, LAPS OVER PARTITIONS FACE NAIL =============================== 3-16d 16. CEILING JOISTS TO PARALLEL RAFTERS FACE NAIL ======--================--===== 3-16d 17. RAFTER TO PLATE TOENAIL ================================ 3-8d 18. 1 " BRACE TO EACH STUD AND PLATE FACE NAIL ========___===== 2-8d 19. 1" X 8" SHEATHING OR LESS TO EACH BEARINGS FACE NAIL =============================== 2-8d 20. WIDER THAN -" X 8" SHEATHING TO EACH BEARING FACENAIL =============================== 3-8d 21. BUILT-UP CORNER STUDS ____________________ 16d 8 24" O/C 22. BUILT-UP GIRDER & BEAMS AT TOP AND BOTTOM STAGGER =============== 20d @ 24" O/C AT ENDS & AT EACH SPLICE ============--== 2-20d 23. 2" PLANKS AT EACH BEARING _________________ 2-16d 24. BLOCKING BETWEEN JOISTS OR RAFTERS TO JOIST OR RAFTERS TOE NAILS, EACH SIDE -------------------- 2-10d TO JOIST OR RAFTER BEARINGS TOENAILS, EACH SIDE ==================== 2-10d 25. JOIST OR RAFTERS TO SIDES OF STUDS S" OR LESS ______________________________ 3-16d FOR EACH ADDITIONAL 4' IN DEPTH OF JOIST=================================== 1-16d 26. BLOCKING BETWEEN STUDS, EACH END ====-=====--=====-=====--=====-= 2-16d QR 2-lOd TOENAILS 27. RIBBONS TO STUDS 1" RIBBONS ================--============ 2-8d 2" RIBBONS ============================== 2-16d GLU-LAMINATED BEAMS & TRUSSES 1. GLU-LAMINATED BEAMS SHALL CONFORM TO LATEST AITC SPECIFICATION AND BE COMBINATIONS "24F-V4" DF/DF INDUSTRIAL APPEARANCE GRADE WHERE NOT EXPOSED AND ARCHITECTURAL APPEARANCE GRADE WHERE EXPOSED. USE "24F-V8" - DF/DF FOR CANTILEVER AND OVERHANG SPANS. 2. EXTERIOR GLUE SHALL BE USED WHERE LAMINATED BEAMS ARE EXPOSED TO WEATHER. 3. ALL STRUCTURAL GLU-LAMINATED LUMBER SHALL BE INSPECTED DURING LAMINATION BY AN APPROVED INSPECTION AGENCY -PROVIDE CERTIFICATE OF INSPECTION TO THE BUILDING DEPARTMENT. 4. EACH PIECE OF STRUCTURAL GLU-LAMINATED LUMBER SHALL BE STAMPED WITH AN IDENTIFYING NUMBER AND SHALL BE ACCOMPANIED BY A CERTIFICATE OF INSPECTION AS REQUIRED BY THE CALIFORNIA BUILDING CODE. 5. INDUSTRIAL APPEARANCE LAMINATED BEAMS MAY BE GROUP WRAPPED, ARCHITECTURAL APPEARANCE LAMINATED BEAMS SHALL BE INDIVIDUALLY WRAPPED. 6. ADEQUATE BRACING SHALL BE PROVIDED DURING ERECTION. 7. THE GLU-LAMINATED BEAMS SHALL BE FURNISHED AND DETAILED BY A LICENSED FABRICATOR SPECIALIZING IN THIS TYPE OF WORK. 8. ALL GLU-LAMINATED BEAMS SHALL BE FABRICATED WITH CAMBER AS NOTED ON DRAWINGS. 9. FOR STRUCTURAL GLUE -LAMINATED TIMBER MEMBERS, AN AITC CERTIFICATION OF CONFORMANCE OR A CERTIFICATE OF CONFORMANCE ISSUED BY A CURRENT ICBO APPROVED QUALITY CONTROL AGENCY, MUST BE SUBMITTED TO THE BUILDING INSPECTOR PRIOR TO INSTALLATION. 1. NONE DEFFERED 1. ALL REINFORCING SHALL BE A.S.T.M. A-615 GRADE 60 U.N.O. 2. ALL REINFORCING TO BE WELDED SHALL BE OF A WELDABLE GRADE SUCH AS A.S.T.M. A706. 3. USE LOW HYDROGEN ELECTRODES, GRADE E-70 FOR WELDED REINFORCING BARS. 4. ALL REINFORCING SHALL BE SECURELY TIED AND BRACED IN PLACE PRIOR TO POURING CONCRETE OR PLACING MASONRY. 5. REINFORCING BARS MARKED CONTINUOUS SHALL BE SPLICED WITH A MINIMUM LAP OF 55 BAR DIAMETERS IN MASONRY AND 30 BAR. DIAMETERS IN CONCRETE. 6. REINFORCING STEEL SHOP DRAWINGS FOR STRUCTURAL CONCRETE SLAB AND BEAMS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER THROUGH ARCHITECT FOR REVIEW PRIOR TO FABRICATION. GENERAL STRUCTURAL STEEL NOTES 1. STRUCTURAL STEEL SHALL CONFORM TO A.S.T.M. A-36 SPECIFICATIONS AND TO THE A.I.S.C. SPECIFICATIONS FOR FABRICATION AND ERECTION. 2. ALL BOLTS SHALL CONFORM TO A.S.T.M. (A-307) FOR UNFINISHED BOLTS, EXCEPT WHERE SPECIFICALLY NOTED AS HIGH STRENGTH BOLTS WHICH SHALL CONFORM TO A.S.T.M. (A-325). ALL (A-325) BOLTS SHALL HAVE SPECIAL INSPECTION. 3. ALL WELDING SHALL BE DONE BY AN AGENCY CERTIFIED WELDER AND CONFORM TO THE A.W.S. SPECIFICATIONS, USE LOW HYDROGEN ELECTRODES E70XX FOR ALL WELDING. 4. ALL STEEL EXPOSED TO WEATHER SHALL BE HOT -DIP GALVANIZED AFTER FABRICATION. ALL OTHER STEEL SHALL BE PRIMED & PAINTED PER PROJECT SPECIFICATION. 5, ALL SHOP WELDING SHALL BE DONE BY A FABRICATOR APPROVED BY CITY OF LA QUINTA DIVISION OF BUILDING & SAFETY PER CSC STANDARD. IN LIEU OF FABRICATOR APPROVAL, THE OWNER MAY EMPLOY A SPECIAL INSPECTOR APPROVED BY CITY OF LA QUINTA BUILDING & SAFETY, WHO WILL INSPECT ALL PHASES OF SHOP WELDING DURING SUCH TIME THE WELDING IS TAKING PLACE. FABRICATOR OR SPECIAL INSPECTOR SHALL SUBMIT THEIR CREDENTIALS FOR v REVIEW AND APPRO AL TO BUILDING &SAFETY PRIOR TO THE START OF FABRICATION OR INSPECTION. 6, ALL FIELD WELDING SHALL BE DONE BY CERTIFIED WELDERS UNDER THE OBSERVATION OF AN APPROVED SPECIAL INSPECTOR. SUCH INSPECTOR SHALL SUBMIT HIS/HER CREDENTIALS FOR REVIEW TO THE CITY OF LA QUINTA DIVISION OF BUILDING & SAFETY PRIOR TO REPORTING TO THE JOB SITE. 7, ALL BOLTS FOR STEEL MEMBERS SHALL BE TRUE, BURNING OF HOLES FOR CONNECTIONS IS NOT PERMITTED. 8, PROVIDE FULL BEARING ON UNTHREADED PORTION OF BOLT SHANK FOR ALL STEEL CONNECTIONS. 9. PROVIDE BEVELED WASHERS UNDER NUTS AT STEEL CONNECTIONS, WHEN THE BEVEL EXCEEDS 1:20. 10. PROVIDE LEVELING NUTS FOR ALL BOLTS AT BEAM SEATS AND COLUMN BASE PLATES. 11. ALL NUTS FOR STRUCTURAL STEEL CONNECTIONS SHALL BE HEAVY HEXAGONAL NUTS. 12. STRUCTURAL STEEL MEMBERS TO BE FIREPROOFED NEED NOT BE PAINTED. 13. ALL STEEL TUBES SHALL CONFORM TO A.S.T.M. A-500, GRADE "B". ALL STEEL PIPE SHALL CONFORM TO A.S.T.M. A-53 GRADE "B". 14. ALL BOLT SPACING IN STRUCTURAL STEEL CONNECTIONS TO BE 3" MIN. BETWEEN BOLTS AN 1 1/2" MIN. EDGE DISTANCE, UNLESS NOTED OTHERWISE. 15. ALL STUDS WELDED TO STEEL BEAMS AND COLUMNS SHALL BE NELSON STUDS OR FROM OTHER APPROVED MFG. MASONRY TESTING REQUIREMENTS THE COMPRESSIVE STRENGTH OF MASONRY DETERMINED IN ACCORDANCE WITH U.B.C. STANDARD 21-17 FOR EACH SET OF PRISMS SHALL EQUAL OR EXCEED FM. COMPRESSIVE STRENGTH OF PRISMS SHALL BE BASED ON TESTS COMPRESSIVE STRENGTH AT SEVEN DAYS OR THREE DAYS MAY BE USED PROVIDED A RELATIONSHIP BETWEEN SEVEN-DAY AND THREE -DAY AND 28-DAY STRENGTH HAS BEEN ESTABLISHED FOR THE PROJECT PRIOR TO THE START OF CONSTRUCTION. VERIFICATION BY MASONRY PRISM TESTING SHALL MEET THE FOLLOWING: AT 28 DAYS. 1. A SET OF FIVE MASONRY PRISMS SHALL BE BUILT AND TESTED IN ACCORDANCE WITH U.B.C. STANDARD 21-17 PRIOR TO THE START OF CONSTRUCTION. MATERIALS USED FOR THE CONSTRUCTION OF THE PRISMS SHALL BE TAKEN FROM THOSE SPECIFIED TO BE USED IN THE PROJECT. PRISMS SHALL BE CONSTRUCTED UNDER THE OBSERVATION OF THE ENGINEER OR SPECIAL INSPECTOR OR AN APPROVED AGENCY AND TESTED BY AN APPROVED AGENCY. 2. WHEN FULL ALLOWABLE STRESSES ARE USED IN DESIGN, A SET OF THREE PRISMS SHALL BE BUILT AND TESTED DURING CONSTRUCTION IN ACCORDANCE WITH U.B.C. 21-17 FOR EACH 5,000 SQUARE FEET (465 SQ. M) OF WALL AREA, BUT NOT LESS THAN ONE SET OF THREE MASONRY PRISMS FOR THE PROJECT. INSPECTION/TESTING 1. INSPECTION SHALL BE IN ACCORDANCE WITH THE CALIFORNIA BUILDING CODE. REQUIREMENTS FOR MASONRY, FOUNDATION, FIELD WELDING AND FRAMING WORK. 2. MATERIAL TESTING RESULTS AND/OR CERTIFICATIONS SHALL SE PROVIDED TO ARCHITECT FOR CONCRETE, STRUCTURAL STEEL AND FABRICATED FRAMING MEMBERS. 3. SPECIAL INSPECTION PER CBC STANDARD IS REQUIRED FOR THE FOLLOWING ITEMS: * BOLTS INSTALLED IN CONCRETE * FIELD WELDING * MASONRY 4. THE SPECIAL INSPECTOR SHALL BE APPROVED BY THE BUILDING OFFICIAL, CITY OF LA QUINTA PRIOR TO START OF WORK. STRUCTURAL OBSERVATION NOTES 1. PER CBC CODE, THE OWNER SHALL EMPLOY THE ENGINEER TO PERFORM VISUAL OBSERVATION OF THE STRUCTURAL SYSTEM. (A) ALL HOLD DOWN LOCATIONS SHALL BE VERIFIED PRIOR TO FOUNDATION POURING. THIS INCLUDES ALL ANCHOR BOLTS. OTHER HARDWARE AND STEEL MEMBERS EMBEDDED INTO THE H FOUNDATION. ALL HARDWARE PLACEMENT INCLUDING, BUT NOT LIMITED TO, STRAPS, FRAMING CLIPS, HANGERS AND BEAM CONNECTIONS. (C) MEMBERS EMBEDDED INTO THE FOUNDATION. AT THE COMPLETION OF THE STRUCTURAL WORK FOR GENERAL ( CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS. D THIS STRUCTURAL OBSERVATION DOES NOT WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED BY THE 2016 CALIFORNIA BUILDING CODE (CBC), 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ALLOW A 2-DAY LEAD-TIME FOR OBSERVATION. SOILS ENGINEERING NOTES 1. THE RESPONSIBLE CERTIFIED ENGINEER GEOLOGIST SHALL INSPECT AND APPROVE ALL AND EXCAVATIONS PRIOR TO PLACEMENT OF FORMS, REINFORCING STEEL OR CONCRETE. IN CASES INVOLVING CERTIFIED ENGINEERING FILL A SOIL ENGINEER SHALL PROVIDE THE 2. INSPECTION AND APPROVAL. IF THE BUILDING INSPECTOR SUSPECTS FILL, EXPANSIVE SOILS OR ANY GEOLOGIC INSTABILITY BASED UPON OBSERVATION OF THE FOUNDATION EXCAVATION, A SOILS OR GEOLOGICAL REPORT, AND RESUBMITTAL OF PLANS TO CHECK TO VERIFY THAT THE REPORT RECOMMENDATIONS HAVE BEEN INCORPORATED, MAY BE REQUIRED. 1. CONCRETE BLOCK SHALL BE HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS CONFORMING TO C90 GRADE N, TYPE I, MEDIUM WEIGHT. USE UNITS OPEN ONE END, AND BOND BEAM UNITS AT HORIZONTAL REINFORCING. 2. CEMENT SHALL BE AS SPECIFIED FOR CONCRETE. 3. MORTAR MIX SHALL CONFORM TO REQUIREMENTS FOR TYPE 5 AND PROJECT SPECIFICATIONS. MORTAR SHALL ATTAIN A COMPRESSIVE STRENGTH OF 2,000 PSI AT 28 DAYS. ADMIXTURE SHALL BE SIKE GROUT AID TYPE II. 4. GROUT SHALL CONFORM TO REQUIREMENTS FOR COARSE GROUT. GROUT SHALL ATTAIN COMPRESSIVE STRENGTH OF 2,000 PSI AT 28 DAYS. ADMIXTURE SHALL BE SIKE GROUT AID TYPE II. 5. ADMIXTURES SHALL BE ADDED TO MORTAR OR GROUT RESPECTIVELY PER MANUFACTURER'S RECOMMENDATIONS. 6. PROVIDE A MINIMUM OF 1/2 INCH GROUT BETWEEN MAIN REINFORCING AND MASONRY UNITS. 7. LOW -LIFT CONSTRUCTION: MAXIMUM GROUT POUR HEIGHT IS 4 FEET. ALL OVERHANGING MORTAR AND MORTAR DROPPINGS SHALL BE REMOVED PRIOR TO GROUTING. 8. ALL CELLS IN CONCRETE BLOCK SHALL BE FILLED SOLID WITH GROUT. 9. CELLS SHALL BE IN VERTICAL ALIGNMENT. DOWELS IN FOOTINGS SHALL BE SET TQ ALIGN WITH CARES CONTAINING REINFORCING STEEL. 10. REFER TO ARCHITECTURAL DRAWING FOR SURFACE AND HEIGHT OF UNITS, LAYING PATTERN AND JOINT TYPE. 11. ASSUMED ULTIMATE COMPRESSIVE STRENGTH OF COMPLETED MASONRY WALL IS 2,500 PSI U.N.O. 12. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THE POUR OF GROUT NOT LESS THAN 1/2 INCH NOR MORE THAN 2 INCHES BELOW THE TOP OF THE UPPERMOST UNIT GROUTED. HORIZONTAL STEEL SHALL BE FULLY EMBEDDED IN GROUT IN AN UNINTERRUPTED POUR. 13. PROVIDE APPROVED WIRE BRACKETS TO KEEP REINFORCING BARS IN CORRECT POSITION. 14. PROVIDE 1 INCH MINIMUM GROUT AROUND ALL ANCHOR BOLTS AND GROUT SOLID. 15. CONTRACTOR SHALL REMAIN SOLELY RESPONSIBLE FOR INSTALLING/ MAINTAINING ADEQUATE BRACING DURING CONSTRUCTION UNTIL THE STRUCTURE IS SUFFICIENTLY COMPLETE TO PROVIDE SUPPORT FOR THE CONCRETE BLOCK WALLS. 16. VERTICAL CONSTRUCTION JOINTS IN WALLS SHALL BE PROVIDED AS SHOWN ON DRAWINGS. GENERAL NOTES 1. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CHECKING CONTRACT DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS FOR ACCURACY AND CONFIRMING THAT THE WORK IS BUILDABLE AS SHOWN BEFORE PROCEEDING WITH CONSTRUCTION. IF THERE ARE QUESTIONS REGARDING THESE OR OTHER COORDINATION QUESTIONS, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A CLARIFICATION FORM ARCHITECT/OWNER BEFORE PROCEEDING WITH THE WORK IN QUESTION OR ANY RELATED WORK. 2. CONTRACTOR SHALL INFORM ARCHITECT/OWNER OF ANY CONFLICTS PRIOR TO CONSTRUCTION THAT EXIST IN LOCATIONS OF ANY AND ALL MECHANICAL, TELEPHONE, ELECTRICAL, LIGHTING, PLUMBING AND SPRINKLER EQUIPMENT (TO INCLUDE ALL PIPING, DUCTWORK AND CONDUIT) AND THAT ALL REQUIRED CLEARANCES FOR THE INSTALLATION AND MAINTENANCE OF ANY EQUIPMENT ARE PROVIDED PER MANUFACTURERS SPECS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK MATERIAL IN ACCORDANCE WITH ALL LOCAL REGULATORY AGENCIES, APPLICABLE BUILDING CODES AND REQUIREMENTS. 4. THE CONTRACTOR SHALL UNDERCUT BUILDING STANDARD INTERIOR DOORS AS REQUIRED TO CLEAR FLOORING MATERIAL BY 1/4", 5. ALL HEIGHTS ARE DIMENSIONED FROM TOP OF EXISTING SLAB UNLESS NOTED OTHERWISE "A.F.F." ABOVE FINISHED FLOOR. 6. CABINET CONTRACTOR TO SUBMIT SHOP DRAWINGS TO ARCHITECT/OWNER FOR APPROVAL PRIOR TO CONSTRUCTION AND FABRICATION. 7. DO NOT SCALE DRAWINGS NOTED DIMENSIONS TAKE PRECEDENCE. ANYONE USING THESE DRAWINGS SHOULD VERIFY ALL CRITICAL DIMENSIONS BY PHYSICALLY MEASURING EXISTING CONDITIONS. 8. NEW INTERIOR FINISHES MUST COMPLY WITH THE CURRENT EDITION OF C.B.C. 9. ALL DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME RETARDANT CONDITION. 10, DRAFT STOPS SHALL BE INSTALLED IN FLOOR -CEILINGS, ATTICS, MANSARDS AND SIMILAR CONCEALED SPACES AND SHALL BE ABOVE AND INLINE WITH WALLS SEPARATING UNITS FROM EACH OTHER AND FROM OTHER USES. 11. SLEEPING ROOMS SHALL HAVE A WINDOW OR EXTERIOR DOOR FOR EMERGENCY ESCAPE. SILL HEIGHT SHALL NOT EXCEED 44" ABOVE THE FLOOR. WINDOWS MUST HAVE AN OPENABLE AREA OF AT LEAST 5.7 SQUARE FEET WITH THE MINIMUM OPENABLE WIDTH OF 20" AND A MINIMUM OPENABLE HEIGHT OF 24", THE EMERGENCY DOOR OR WINDOW SHALL BE OPENABLE FROM THE INSIDE TO PROVIDE A FULL CLEAR OPENING WITHOUT THE USE OF SEPARATE TOOLS. 12. BUILDINGS OVER ONE STORY AND CONTAINING COURTS SHALL HAVE AN ASSUMED PROPERTY LINE FOR THE PURPOSE OF DETERMINING REQUIRED WALL AND OPENING PROTECTION OF COURT WALLS. (SEC. 503.3) 13. WALL AND FLOORS SEPARATING DWELLING UNITS IN THE SAME BUILDING SHALL BE OF NOT LESS THAT ONE -HOUR FIRE -RESISTIVE CONSTRUCTION. 14. GUARDRAILS SHALL BE MIN. HEIGHT OF 42" (MIN. HEIGHT OF 36" IN INDIVIDUAL DWELLINGS) AND BE ABLE TO WITHSTAND 200 LB. POINT LOAD IN ANY DIRECTION. 15. OPENINGS IN GUARDRAILS SHALL BE LESS THAN 4". TRIANGULAR OPENINGS FORMED BY THE RAISER, TREAD AND BOTTOM ELEMENT OF A GUARDRAIL AT A STAIR SHALL BE LESS THAN 6". FIRE NOTES 1. BUILDINGS UNDERGOING CONSTRUCTION ALTERATION OR DEMOLITION SHALL BE ACCORDANCE WITH CFC ARTICLE 87 (UFC/CFC SEC. 8701.) 2, TO VERIFY IN THE FIELD ADDRESS PROVIDED FOR EXISTING BUILDINGS IN A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY (UFC/CFC SEC. 901.4.4 FHPS POLICY P-00-6.) 3. DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME RETARDANT CONDITION. (CAL. CODE BEGS., TIT. 19, SEC. 3.08. 3.21, UFC/CFC SEC. 2501.5.) 4. AT LEAST ONE FIRE EXTINGUISHER WITH A MINIMUM RATING OF 2A1OBC SHALL BE PROVIDED WITHIN 75' MAXIMUM TRAVEL DISTANCE FOR EACH 6000 SQ . FT. OR PORTION THEREOF ON EACH FLOOR. (UFC/CFC SEC. 1002, UFC STANDARD 10-1, CAL. CODE REGS., TIT. 19, 3.29.) 5. AT LEAST ONE FIRE EXTINGUISHER WITH A MINIMUM RATING OF 4-A-2OBC SHALL BE PROVIDED OUTSIDE EACH MECHANICAL, ELECTRICAL, OR BOILER ROM. (UFC/CFC SEC. 1002, UFC STANDARD 101, CAL. CODE REGS., TIT 19, SEC. 3.29) 6. ALL REQUIRED APPROVALS MUST BE OBTAINED FROM THE FIRE HAZARD PREVENTION GOVERNMENT AGENCIES BEFORE THE BUILDING IS OCCUPIED. 7. FIRE AND/OR SMOKE DAMPER ASSEMBLIES, INCLUDING SLEEVES, AND INSTALLATION PROCEDURES SHALL BE APPROVED BY THE INSPECTION SERVICES DIVISION PRIOR INSTALLATION. CONTRACTOR REQUIREMENTS: 1, CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE AS DESCRIBED IN THE CONTRACT DOCUMENTS PRIOR TO STARTING CONSTRUCTION AND TO CROSS-CHECK DETAILS AND DIMENSIONS ON THE ARCHITECTURAL, STRUCTURAL, PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS. ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO CONSTRUCTION. ALL TRADES SHALL VERIFY AT THE PROJECT SITE CONDITIONS AND MEASUREMENTS RELATED TO THEIR WORK AND COORDINATE THEIR WORK THROUGH THE GENERAL CONTRACTOR WITH ALL TRADES WORKING IN THE VICINITY OF THEIR WORK. 2. CONTRACTOR SHALL SUPERVISE AND DIRECT ALL THE WORK, THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY AND CHARGE OF CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES AND COORDINATION OF ALL PROTIONS OF THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE PERFORMANCE OF THE CONTRACT. SAFETY PRECAUTIONS AND PROGRAMS SHALL APPLY CONTINUOUSLY AND SHALL NOT BE LIMITED ONLY TO NORMAL WORKING HOURS, THE CONTRACT DOCUMENTS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. 4. CONTRACTOR SHALL MAKE EVERY EFFORT TO MAINTAIN A CLEAN WORKPLACE, DUST POLLUTION AND PREVENTION OF DUST CONTAMINATION OF RELATED SPACE WILL BE THE RESPONSIBILITY OF THE CONTRACTOR ON ONGOING BASIS. ALL CONSTRUCTION AND DEMOLITION DEBRIS IS TO BE REMOVED DAILY AND DISPOSED OF IN A LEGAL MANOR. 5. CONTRACTOR SHALL PROVIDE ADEQUATE MEANS TO PROTECT FINISHED PARTS OF MATERIALS, EQUIPMENT AND FURNISHINGS AGAINST DAMAGE, FROM ANY CAUSE DURING THE PROGRESS OF THE WORK AND UNTIL ACCEPTANCE BY OWNER. 6. CONTRACTOR SHALL CONTACT THE OWNER 48 HOURS MINIMUM IN ADVANCE OF ANY RESTRICTION OF OWNER ACCESS OR UTILITY OUTAGES. AUTHORIZATION FRO THE OWNER SHALL BE RECEIVED IN WRITING. 7. CONTRACTOR SHALL PATCH AND REPAIR TO MATCH ADJACENT CONDITIONS AND DAMAGED AREAS BEHIND OR SURROUNDING ITEMS THAT ARE REMOVED, COORDINATE EXTENT OF ALL DEMOLITION WITH NEW WORK REQUIREMENTS. 8. UNLESS NOTED OTHERWISE, DIMENSIONS TO EXISTING CONSTRUCTION ARE TO FACE OD FINISH AND DIMENSIONS TO NEW CONSTRUCTION ARE TO FACE OF STUD (OR STRUCTURE). 9. "PROVIDE" SHALL MEAN THAT THE CONTRACTOR AT HIS/HER EXPENSE, SHALL FURNISH AND INSTALL THE WORK COMPLETE IN PLACE AND READY FOR USE, INCLUDING FURNISHING OF NECESSARY LABOR, MATERIALS, TOOLS, EQUIPMENT AND TRANSPORTATION. 10. "EXISTING", "+/-", "SIZE TO FIR" AND SIMILAR PHRASES REQUIRE THE CONTRACTOR TO VERIFY AND COORDINATE THE DIMENSION OR CONDITION INDICATED ON THE DRAWING WITH THE ACTUAL FIELD CONDITION(S). DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT AT ONCE FOR DIRECTIONS ON HOW TO PROCEED. 11. KEYNOTES AND DETAIL INDICATORS SHALL APPLY TYPICALLY TO ALL LIKE CONDITIONS ON THE DRAWINGS, WHETHER OR NOT "TYP" OR "TYPICAL" IS INDICTED OR NOT. 12. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS AND ELEVATIONS PRIOR TO CONSTRUCTION THE ENGINEER AND ARCHITECT SHALL BE NOTIFIED IN WRITING OF ALL DISCREPANCIES, OMISSIONS, CONFLICTS, ETC. PRIOR TO CONSTRUCTION. 13. THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE ALL UNDERGROUND SERVICES TO THE WORK. 14. NO STRUCTURAL MEMBERS SHALL BE CUT, SPLICED, NOTCHED, PENETRATED OR OTHERWISE INTERRUPTED OR ALTERED WITHOUT THE ENGINEERS PRIOR WRITTEN APPROVAL. 15. ALL MATERIAL WORKMANSHIP AND CONSTRUCTION SHALL COMPLY WITH THE LATEST ADOPTED EDITION OF THE UBC AT TIME OF FRAMING. 16. THE CONTRACTOR SHALL CONFIRM WITH ALL OSHA AND LOCAL REQUIREMENT PRIOR TO AND DURING EXCAVATIONS AND GENERAL CONSTRUCTION WHERE APPLICABLE INCLUDING BUT NOT LIMITED TO JOB SITE SAFETY AND OBTAINING PERMITS AND APPROVALS WHEN NECESSARY. 17. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE JOBSITE SAFETY TO ALL PERSONS AND PROPERTY, INCLUDING BUT NOT LIMITED TO CONSTRUCTION PRACTICES AND PRECAUTIONS FOR THE SAFETY OF ALL DURING CONSTRUCTION. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE ENGINEER FREE AND HARMLESS FROM ALL CLAIMS, DEMANDS AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF THE WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE ENGINEER. 18, THE CONTRACTOR SHALL BE REQUIRED TO CARRY PROPER INSURANCE AS REQUESTED BY THE CITY AND OWNER FOR THE INTENDED CONSTRUCTION. 19. EVALUATION OF USAGE OF ALTERNATE MATERIALS, DESIGN CHANGES AND/OR CONSTRUCTION ALTERNATES WILL REQUIRE ADDITIONAL FEES FROM THE CONTRACTOR. THIS WILL INCLUDE ENGINEERING FEES AND BUILDING DEPARTMENT APPROVAL TIME/COST ALL EVALUATION REQUEST SHALL BE SUBMITTED IN WRITING FOR REVIEW PRIOR TO CONSTRUCTION. 20. OWNER, CO -OWNERS, PARTNERS, ENTITIES, CORPORATION, LLC, CONTRACTOR AND ITS SUBCONTRACTORS/AGENTS CANNOT HOLD THE ENGINEER OF RECORD AND ITS SUBCONSULTANTS LIABLE FOR ANY WORK NOT APPROVED OR PROVIDED BY THE ENGINEER OF RECORD. THE ENGINEER OF RECORD SHALL BE INDEMNIFIED FROM ANY HARMS OR SUITS FROM ALL PARTIES. GENERAL REQUIREMENTS: 1. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT ARE INSTRUMENTS OF THE ARCHITECTS SERVICE AND ARE FOR USE SOLELY WITH THE RESPECT TO THIS PROJECT. 2, QUESTIONS RELATING TO THE WORK SHALL BE REFERRED TO THE ARCHITECT. THE ARCHITECT WILL RENDER INTERPRETATION NECESSARY FOR THE PROPER EXECUTION OR PROGRESS OF THE WORK WITH REASONABLE PROMPTNESS ON WRITTEN REQUEST OR EITHER THE OWNER OR THE CONTRACTOR. 3. ALL WORK SHALL COMPLY WITH THE LATEST CODES AND STANDARDS AS ADOPTED BY THE GOVERNING AUTHORITIES. 4. THE ARCHITECT AND ARCHITECTS CONSULTANTS SHALL HAVE NO RESPONSIBILITY FOR THE DISCOVERY, PRESENCE, HANDLING, REMOVAL OR DISPOSAL OF, OR EXPOSURE OF PERSONS TO HAZARDOUS MATERIALS IN ANY FORM AT THE PROJECT SITE, INCLUDING BUT NOT LIMITED TO: ASBESTOS, ASBESTOS PRODUCTS, POLYCHLORINATED BIPHENYL (PCB) OR OTHER TOXIC SUBSTANCES. PRECONSTRUCTION REQUIREMENTS: 1. CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AND VERIFY CONDITIONS WITH THE CONTRACT DOCUMENTS BEFORE COMMENCING ACTIVITIES. THE CONTRACTOR SHALL COORDINATE ALL DIMENSIONS INSOFAR AS NECESSARY TO INSTALL THE WORK PROPERLY AND RELATIVE TO THE SURROUNDING CONSTRUCTION. 2. AT ANY TIME SHOULD CONDITIONS ARISE WHEREIN THE INTENT OF THE CONTRACT DOCUMENTS ARE IN CONFLICT WITH THEMSELVES OR WHERE THERE IS A DISCREPANCY BETWEEN THE CONTRACT DOCUMENTS AND FIELD CONDITIONS, THE ARCHITECT SHALL BE NOTIFIED AT ONE FOR WRITTEN CLARIFICATION. 3, CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO COMMENCING CONSTRUCTION, AND SHALL TAKE ACTIONS TO PROTECT SAID UTILITIES, PERSONNEL AND PROPERTY AGAINST DAMAGE OR INJURY. 4. CONTRACTOR SHALL ARRANGE FOR IN ADVANCE WITH THE OWNER, CONSTRUCTION STORAGE AND STAGING AREAS NECESSARY TO COMPLETE WORK, ALL STORAGE AND STAGING AREAS SHALL BE RETURNED TO THE OWNER IN LIKE ORIGINAL CONDITION. 5. THE DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS. ALL DRAWINGS ARE APPROXIMATE AND ARE GIVEN FOR ESTIMATION PURPOSES, BEFORE PROCEEDING WITH THE WORK, CONTRACTOR SHALL CAREFULLY CHECK AND CERTIFY ALL DIMENSIONS AND SIZES AND SHALL ASSUME RESPONSIBILITY FOR THE FITTING OF HIS/HER EQUIPMENT AND MATERIALS TO THE OTHER PARTS OF THE EQUIPMENT AND THE STRUCTURE. 1. ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON SITE AND MAY NQT BE TRANSPORTED FROM THE SITE VIA SHEETFLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE COURSES OR WIND. 2. STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY FORCES OF WIND OR _ff DATE WATER. 3, FUELS, OILS, SOLVENTS AND OTHER TOXIC MATERIALS MUST BE STORED IN 9/16/1 ACCORDANCE WITH THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOIL AND SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE TO BE PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY NOT BE WASHED INTO THE DRAINAGE SYSTEM. 4. NON-STORMWATER RUNOFF FROM EQUIPMENT AND VEHICLE WASHING AND ANY OTHER ACTIVITY SHALL BE CONTAINED AT THE PROJECT SITE. 5. EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON SITE UNTIL THEY CAN BE DISPOSED OF AS SOLID WASTE. 6. TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED RECEPTACLE Tp PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND. 7. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BE VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAY ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND REVISION BY ISSUANCE I KMK MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS. ui 8, ANY SLOPES WITH DISTURBED SOILS OR DENUDED OF VEGETATION MUST BE STABILIZED SO AS TO INHIBIT EROSION BY WIND AND WATER. �� STORMWATER NOTES 1, DURING THE RAINY SEASON FROM OCTOBER 1ST TO APRIL 30TH THE AMOUNT OF EXPOSED SOIL ALLOWED AT ONE TIME SHALL NOT EXCEED THAT WHICH CAN ADEQUATELY PROTECTED WITHIN 48 HOURS OF PREDICTED RAIN. 2. 125% OF ALL NEEDED BMP MATERIALS SHALL BE STORED ❑NSITE YEAR-ROUND, TO ALLOW FULL DEPLOYMENT AND INSTALLATION WITHIN 48 HOURS OF A PREDICTED RAIN. 3. THE PROPERTY OWNER SHALL COMPLY WITH ALL APPLICABLE STORMWATER REGULATIONS AT ALL TIMES. THE BMP's THAT HAVE BEEN INCORPORATED INTO THIS PLAN SHALL BE IMPLEMENTED AND MAINTAINED TO PREVENT ONSITE EROSION AND TO PREVENT DISCHARGES OF POLLUTANTS FROM LEAVING THE SITE. MAINTENANCE OF BMP's IS THE RESPONSIBILITY OF THE PROPERTY OWNER AND FAILURE TO PROPERLY INSTALL OR MAINTAIN THE BMP's MAY RESULT IN ENFORCEMENT ACTION BY THE COUNTY OF SAN DIEGO OR OTHERS. IF INSTALLED BMP's FAIL, THEY MUST BE REPAIRED OR REPLACED WITH AN ACCEPTABLE ALTERNATE AS SOON AS IT IS SAFE TO DO SO. 4, PERIMETER SEDIMENT CONTROL BMP's SHALL BE INSTALLED IMMEDIATELY AFTER THE AREA TO BE GRADED IS BRUSHED OR CLEARED, BUT PRIOR TO THE START OF GRADING OPERATIONS. 5. EROSION CONTROL BMP's USED FOR SLOPE STABILIZATION SHALL BE INSTALLED AS SOON AS THE FINISHED SLOPES ARE COMPLETE. 6. A PERIMETER BMP INSPECTION IS REQUIRED ON THE FIRST DAY OF GRADING. PROJECT DESIGN DATA 1. DESIGN LOADS: A. ROOF DL = 14 psf B. FLOOR DL = 14 psf LL = 20 psf LL = 40 psf 2 • DESIGN CODE : CALIFORNIA BUILDING CODE, 2013 EDITION 3. SOILS ENGINEERING PARAMETERS: qa = 1000 psf 4. SEISMIC DESIGN: V = 0.392 W FOR CANTILEVER COLUMN (STEEL) V = 0.193 W FOR PANELIZED SHEAR WALL 5. SEISMIC PARAMETERS: IMP I = 1.00 Sms = 1.50 RISK = I Sm1 = 1.02 SS = 1.50 Sd5 = 1.00 S1 = 0.68 Sd1 = 0.58 SITE = D R = 6.500 Fa 1.00 Rho = 1.300 Fv = 1.50 Methd = EQUIV FORCE RISK = I Kz = 0.85 SPEED = 124 MPH Kzt = 1 Kd = 0.85 ENCLOSURE = 1 EXPOSURE = C IMPORTANCE = 1 - L Zw W Z z o C) (0 r N (n (.) w M 6 @) C) N CL z Lu , W Z - JI- Z (0 W Y Y 0- ::) = Q 6- Of co Q 2 z W 0 C P0pFESS/ �Q C 1PA �v {c` � g { z LC 34055 EXP. 6/30/21 T -9 - ClVIl_ 11 �� OF CAS -\FCC The contractor shall verify and be responsible for all dimensions and conditions on the job and this office must be notified in writing of any variation from the dimensions and conditions shown by these drawings. NO. DRAWING INDEX S-1 GENERAL NOTES AND SPECIFICATIONS n n n S-2 BUILDING "A" BASE STEEL FRAME PLAN 0 S-3 BUILDING "B" BASE STEEL FRAME PLAN El 5 - 4 NEW OVERALL TRAILS A ' B � v, ' NE\%` DECKINCT - fl n fl � � FRAMING PLAN DETAILS' I � f I 0 0 M W ni nC o 00 0 o LL �C � C4 fl 0 C W - " R� ��- z M n 0 C E n� _ D Q �] �J J C I 0 CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATE04/14/2020 BY J P JOB NO 19-055 SHEET TITLE GENERAL NOTES & SPECIFICATIONS SCALE N.T.S DRAWN BY G.A.D CHECKED BY I.M.K START DATE 09/08/2D19 DATEISSUED 3 A3.1 A 4 B A3.1 I I SEE NOTE 1 ZL 8'-10" AF----------- -- - I I Acc < I A C D r L —1 1 A� LTI I- A B D aC� A Ft-1 Ft7 L —1 L 1 I � I ---- -8 _- J I w CU w I �A)� J O J N ��t� A C D �i cx+ @+0 i� o �Lt� co A _x g Cv A B D- A I A�CDoi � �---- --- 4-- X-- Lt-1 LtI A� a A F- —1 F 7 A C D i -+ 4-- 1 L —1 L AF L-------------------- FIT— 6 2 A3.1 2'-8„ 8'-12" 2.-8" 1 A3.1 _ A A3.1 TRAILER "B" LOCATION TRAILER "All CITY OF LA QU I NTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATE O4/14/2OZO BY JF - ALL SHEAR WALLS ARE TYPE 1�U.N.O - HOLD DOWNS NOT REQUIRED EXCEPT FOR SILL PLATE BOLTS NOTES: 1. PROVIDE REVERSE CAMBER OF 1/2" @ CANTILEVER ENDS ON BOTH SIDES OF M10x9 2. ALL WELDING SHALL BE PER SHEET S-1 TRtPOIL LEG I RIPOD 'DOE ELATE CONNECTION DETAIL A SCALE: N.T.S 2" x 6" x 13'-1 2@ 24" Q.C. WOOD FLOOR JOIST w/ 2x6 FRAME 2 2" x 9" x 8'-1" @ 8'-0" O.C. SUPPORT BEAM OB 2" 1 1/2" x 1 1/2" x 8'-1" C @ 8'-0" O.C. EQUAL ANGLE BRACE /, �!>r\ / 2 1'-8" x 8" @ 4'-0" O.C. CANTILEVER ANGLE BRACE w/ (2) SCREW BOLTS (EACH END) 28'x 10" x 39'-72' (INSIDE) STEEL "I" BEAM FRAME 28 71, OF 28" x 10" x 13'-521" STEEL "I" BEAM (FRONT / REAR) o 271, �8 BEND CLIP & WELD TO STEEL, SEE DETAIL A STEEL TRIPOD SUPPORT IV ' 90% COMPACTED SOIL 13'-52" 13'-12" (N) +3'-0" T.O.FIN. FER� AT FIN. GRD. NOTE: * SUPPORT BEAM TO BE WELDED ONTO "I" BEAM FRAME AT EACH END 8'-1" NOTE: * EQUAL ANGLE BRACE TO BE WELDED ONTO "I" BEAM FRAME AT EACH END 8'-1" NOTE: * CANTILEVER ANGLE BRACE END TO BE WELDED ONTO "I" BEAM FRAME * SCREW BOLTS TO HOLD / SUPPORT 2x6 FLOOR JOIST 0 FIN. GRD. (N) +3'-0" T.O.FIN. FLR" AT FIN. GRD. 0" FIN. GRD. (N) +3'-0" T.O.FIN. FLR AT FIN. GRD. 0" FIN. GRD. (N) +3'-0" T.O.FIN. FLR AT FIN. GRD. NOTE: * STEEL "I" BEAM FRAME TO BE WELDED INSIDE ONTO "I" BEAM (FRONT / REAR) AT EACH END 8'-12" (N) +3'-0" T.O.FIN. FLR AT FIN. GRD. NOTE: * STEEL "I" BEAM (FRONT / REAR) TO BE WELDED ONTO "I" BEAM FRAME AT EACH END INSIDE 0" FIN. GRD. (N) +3'-0" T.O. FIN. FLR" AT FIN. GRD. CONNECTION DETAIL SCALE: N.T.S 2 4" (N) +3'-0" O.C. T.O.FIN. FLR. /10 7' n" 8'-0" O.C. (N) +3'—C" T.O.FIN. FLR. 39'-72" (INSIDE) 8'-0" O.C. 4'-0" O.C. �CDATE REVISION B 9/ 6/ 9 ISSUANCE KMK w 0. zW Q w 2 Z Z O Q � Z 0) ° �Nv cUn Q w Q-U U�0- Q z w01ct Z z(.0Y Fy z w O �O Q,ikOFESSIn. q ANARq c Q w C 34055 m EXP.6/30/21 CIvix OF CA`\�0�� The contractor shall verify and be responsible for all dimensions and conditions on the job and this office must be notified in writing of any variation from the dimensions and conditions shown by these drawings. 0 o � O o o, Q 0 W QQ < O L� W o O O Q Q JOB No. 19055 SHEET TITLE BUILDING "A" BASE STEEL FRAME PLAN SCALE N.T.S DRAWN BY G'A.D CHECKED BY K.M.K START DATE 09/08/2019 SHEET NUMBER u DATE ISSUED 3 A A A A A A A7( B3.1 A A A A A A A B B B B B B B B B B B B B B A A C A C A C A C A C A C A C A C A C A C A C A C A C A C A A F C D C D C D C D C D C D C D C D C D C D C D C D C D C D C F 1 ill Z J 1 18'1 � I )) I I _ )) I I I 1 9'1 1 7T j� I — — 1 M12 9 10 - � A— �41LER L�� 7 X� I E SIN T - I I nZ4 2 � B3.1 CD -� a(D 1 2x6 F.J. @ 24 O.C. B3.1 1 11 II 11 M12 9 WhHOUT��ILER F- —1 F— 4-1 0 --- I---- ---�JI 1 1 8' 11, 21'-4' w 59'-8" 0— w I W I I I I I 1 1 B 2 B3.1 `; B3.1 4 TRAILER "All LOCATION TRIPOD LEG TRAILER n13n Mt 2x9 PLATE CONNECTION DETAIL A SCALE: N.T.S CITY OF LA QU I NTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATE04/14/2020 BY I F: ALL SHEAR WALLS ARE TYPE 1\U.N.O HOLD DOWNS NOT REQUIRED EXCEPT FOR SILL PLATE BOLTS wie%Trr+_ 1. PROVIDE REVERSE CAMBER OF 1/2" C CANTILEVER ENDS ON BOTH SIDES OF M10x9 2. ALL WELDING SHALL BE PER SHEET S-1 16'-61 2" x 6" x 16'-22" @ 24" O.C. WOOD FLOOR JOIST w/ 2x6 FRAME A (N) +3'-0" T.O.FIN. FLR. AT FIN. GRD. 0 FIN. GRD. NOTE: * "C" BAR BRACE TO BE WELDED ONTO "I" BEAM FRAME AT EACH END 8'-61 1 z x 3 x 8'-6z" (N) +3'-0" B @ 4'-0" O.C. T.O.FIN. FLR. "C" BAR BRACE ---- AT FIN. GRD, oll FIN. GRD. 1 x 2 x 2" WASHER w/ (1) HOLE FOR SCREW BOLT @ 24" O.C. (EACH SIDE) TO SUPPORT / HOLD FLOOR JOIST NOTE: * WASHER TO BE LOCATED INSIDE BEAM FRAME "D" (N) +3'-C" T.O.FIN. FLR. NOTE: * CANTILEVER ANGLE BRACE END TO 2'-11" x 9" @ 4'-0" O.C. BE WELDED ONTO "I" BEAM FRAME CANTILEVER ANGLE BRACE w/ * SCREW BOLTS TO HOLD / SUPPORT (2 SCREW BOLTS (E CH END) 2x6 FLOOR JOIST (N) +3'-0" D T.O.FIN, FILE. AT FIN. GRD. 2'-11" a 4' 0» 0„ FIN. GRD. E 3"x 12" x 59'-5" (INSIDE) STEEL "I" BEAM FRAME N 3"x 12" x 59'-5" STEEL "I" BEAM (FRONT / REAR) T NOTE: * STEEL "I" BEAM FRAME TO BE WELDED INSIDE ONTO "I" BEAM FRAME FRONT REAR AT EACH END 8'-62„ (0 +3'-0" T.O.FIN. FLR. AT FIN. GRD. FIN. GRD. NOTE: * STEEL "I" BEAM (FRONT / REAR) TO BE WELDED ONTO "I" BEAM FRAME AT EACH END INSIDE 16'-61 (N) +3'-0" T.O.FIN. FLR, to CANTILEVER M 12x9 ANGLE BRACE CONNECTION DETAIL SCALE: N.T.S (N) +3'-0" T n FIN F1 R i&3 T1 E BEND CLIP & WELD TO STEEL, SEE DETAIL A 4 A 30x3Ox3" CONC. PAD OVER 90% COMPACTED SOIL STEEL TRIPOD SUPPORT 24" * C DATE 9/16/19 REVISION BY ISSUANCE KMK W Z w Q W Z Z o Q (D soU Z T- N v w Q M @) U ��_ Q Z Z Q z co a_ J < a- J z w O � U �O Q�OFESS/ON � q \PPNgRq � Z w �C 34055 m EXP.6/30/21 CIVIC -OP CA`\�0�� J:MEEI' '1'1'1'LE BUILDING "B" BASE STEEL FRAME PLAN N.T.S SCALE (N) +3'-0" DRAWN BY GAT T.O.FIN. FLR. CHECKED BY K.M.K AT FIN. GRD. 09/08/2019 START DATE 0" SHEET NUMBER FIN. GRD. �o� CONTINUOUS 4x4 WOOD SUPPORT P05T / GUARDRAIL w/ 2x2 WOOD BALUSTERS BETWEEN ALONG w/ 2X4 TOP / BOTTOM SILL RAILS (1) 2x10 WOOD SUPPORT HANGER TO BE NAILED ONTO POST AND COVER / OVER 2x10 FLOOR J015T (1) 2x10 WOOD SUPPORT HANGER TO BE NAILED ONTO POST WHERE OCCURS 4x4 WOOD STUD P05T 12 x 12 x 12 PREFABRICATED CONCRETE PILLAR w/ HOLD DOWN P05T ANCHOR FOR NEW 4x4 POSTS EMBEDDED 6" IN FIN. ORD. -11 rIkl i--- +3'-6" FROM FIN. FLR. (MIN) —+5'-0" T.O.FIN. FLR.— +2'-II" T.O.FLR. J5T. - - - I ' PREMANUFAGTURED NON -CORROSIVE COMPOSITE FLOOR DEGKIN6 PRODUCT TO / BE INSTALLED F - F - 2x10 WOOD FLOOR J015T TO 51T TOP OF (1) 2x10 / (1) 2x4 WOOD SUPPORT HANGERS 2x4 WOOD SUPPORT BRACE Ed TO BE NAILED ONTO ADJACENT SUPPORT BRACE WHERE OCCURS DECKING DETAIL CONTINUOUS 4x4 WOOD SUPPORT P05T / GUARDRAIL W 2x2 WOOD BALUSTERS BETWEEN ALONG w/ 2X4 TOP / BOTTOM SILL RAILS (1) 2x10 WOOD SUPPORT HANGER TO BE NAILED ONTO P05T AND COVER / OVER 2x10 FLOOR J015T (1) 2x10 WOOD SUPPORT HANGER TO BE NAILED ONTO P05T WHERE OCCURS 4x4 WOOD STUD P05T 12 x 12 x 12 PREFABRICATED CONCRETE PILLAR w/ HOLD DOWN P05T ANCHOR FOR NEW 4x4 POSTS EMBEDDED 6" IN FIN. ORD. SC,,ALE: N.T.Q. 121 DECKINI5 DETAIL +5'-0" T.O.FIN. FLR. - +5'-0" T.O.FIN. FLR. - 2x6 NAILER TO BE +2'-II" T.O_FLR. J5T.- +2'-II" T.O_FLR. J5T.- NAILED ONTO EXISTING / I" PREMANUFAGTURED / MANUFACTURE UNIT NON -CORROSIVE COMPOSITE WOOD FRAM N FLOOR DEGKIN6 PRODUCT TO iv E.N. BE INSTALLED - + 2x10 WOOD FLOOR J015T TO + + 51T TOP OF 2x6 WOOD SUPPORT F _ + BRACE / NAILED AT EACH END TO NAILER (MANUFACTURE FRAME) F -- AND/OR DECK FRAMING 2x10 WOOD SUPPORT BRACE 4x4 WOOD TO BE NAILED ONTO P05T / SUPPORT 2x10 FLR. JOIST 2x10 WOOD SUPPORT BRACE STUD P05T 12 x 12 x 12 PREFABRICATED TO BE NAILED ONTO P05T / CONCRETE PILLAR w/ HOLD DOWN SUPPORT 2x10 FLR. J015T / — P05T ANCHOR FOR NEW 4x4 POSTS i,L +0 FIN. ORD. EMBEDDED 6" (MIN) IN FINF. GRD. ,L +0" FIN. GRD. DECK N5 DETAIL +5'-0" T.O.FIN. FLR. — +2'-II" T.O_FLR. J5T.— / - z + 2x10 WOOD SUPPORT BRACE 4 0 TO BE NAILED ONTO POST / \ 4 ° SUPPORT 2x10 FLR. JOIST �i o o (2) 2x6 WOOD SUPPORT BRACE TO BE NAILED ONTO POST WHERE OCCURS . -II -.1. i-'-.w-. DECK N5 DETAIL +3'-6" FROM FIN. FLR. (MIN.)+ —+3'-0" T.O.FIN. FLR.— +2'-II" T.O.FLR. J5T. I" PREMANUFAGTURED NON -CORROSIVE COMPOSITE FLOOR DEGKIN6 PRODUCT TO BE INSTALLED 2x10 WOOD FLOOR J015T TO SIT TOP OF (1) 2x10 / (1) 2x4 WOOD SUPPORT HANGER5 2x4 WOOD SUPPORT BRACE TO BE NAILED ONTO ADJACENT SUPPORT BRACE WHERE OCCURS 5r-.,ALE : N.T.S. I" PREMANUFAGTURED NON-GORRO51VE COMPOSITE FLOOR DEGKIN6 PRODUCT TO BE IN5TALLED 2x10 WOOD FLOOR J015T TO + + 51T TOP OF 2x6 WOOD SUPPORT BRACE / NAILED AT EACH END ° ° TO NAILER (MANUFACTURE FRAME) ° AND/OR DECK FRAMING ° 4x4 WOOD STUD P05T 12 x 12 x 12 PREFABRICATED CONCRETE PILLAR w/ HOLD DOWN ° POST ANCHOR FOR NEW 4x4 POSTS ° EMBEDDED 6" (MIN) IN FIN. ORD. 5 NOTE5: P.T.D.F. MANUFACTURE: TOP CHOICE 2x WOOD TO BE USED THROUGHOUT PROJECT FOR SILL AT FOUNDATION InII10 WON imI"* W PENETRATION THROUGH THE WALL5 OR GE I L I NG5 SEPARATING THE DWELLING FROM THE GARAGE SHALL B PROTECTED (SUCH A5 TH05E FOR VENTS, DUGT5, GABLES, AND WIRES) WITH AN APPROVED MATERIAL TO RE515T TH FREE PASSAGE OF FLAMES AND PRODUCTS OF COMBUSTION. I CITY OF LA QU I NTA I BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATE04/14/202O BY JF I. PRESERVATIVE TREATED WOOD SHALL BE USED AT ALL LOCATIONS AS REQUIRED BY GRG R311 2. ALL FASTENERS REQUIRED IN MEMBER CONNECTION GONSTRUG710N SHALL BE IN COMPLIANCE WITH GRG R311.1 I. A GUARD 15 REQUIRED OF NOT LE55 THAT 42" IN HEIGHT ON ALL OPEN 51 DED WALKING SURFACES, NEW KEYNOTES DATE ISSUED I NGLUD I N6 5TA I R5, PORCHES, BALGON I E5, OR LAND I NG5 THAT ARE MORE THAN 30 INCHES ABOVE O NEW 2X6 NAILER TO BE MOUNTED ONTO EXISTING MANUFACTURE TRAILERS FOR NEW DEGKIN6 FIN15H FLOOR MATERIAL GRADE. 0 NEW 4x4 P05T 0NEW 12 x 12 x 12 PREFABRICATED CONCRETE PILLAR w/ HOLD DOWN 2. A HANDRA I L ON OPEN 51 DES OF THE 5TA I RWAY MUST POST ANCHOR FOR NEW 4x4 POSTS EMBEDDED 6" (MIN IN FIN. 6RD. BE PROVIDED. A 4" DIAMETER SPHERE MAY NOT GO NEW 2x10 FLOOR J015T FRAME FOR NEW DEGKIN6 (SEE FRAMING PLAN /DETAILS) PA55 THROUGH THE OPEN SPACE BETWEEN I NTERMED I ATE RAILS AND P I CKET5. THE OPEN G (2) NEW FRAMING (TOP / BOTTOMHOLD 2X10 FLOOR J015T (SEE FRAMINMIN G PLAN /DETAILS FOR DIRECTIONS /LOCATIONS) SPACE BETWEEN THE RISER TREAD AND BOTTOM RAIL OF THE GUARD SHALL NOT ALLOW A 6-INCH DIAMETER SPHERE TO PASS THROUGH. [GRG R312.1.31 O6 NEW STAIRS TO BE BUILT / INSTALLED / ATTACHED ONTO NEW DEGKIN6 (SEE PLAN FOR LOCATION) O NEW 2x2 DEGKIN6; PICKETS ® 4" MAX OPENING TO BE INSTALLED w/ 2X4 TOP HAND RAILS / 2x4 BOTTOM SUPPORT RAILS O NEW WOOD 51DIN6 PANELS TO MATCH EXI5TIN6 TRAILERS 3. WHERE OUARD5 ARE USED A5 HANDRAIL5 AT THE SIDES OF 5TA I R5 THEY SHALL HAVE A HEIGHT BETWEEN 34-55 INCHES. [GRG R312.1.2, EXCEPTION 21 aG NEW I" PREMANUFAGTURED NON -CORROSIVE COMPOSITE FLOOR INSTALLED BETWEEN ONTO NEW 2x10 FLOOR J015T w/�I/4T012" 6AP SPACE/ WOOD DEGKIN6 MATERIAL /FINISH NOTES: # DATE REVISION BY 1 02 /22/20 CORRECTIONS PER B S DEPT JGP 4. HANDRAIL 6R1 P5 5HOW1 NO A MINIMUM EDGES RADIUS OF 0.01 INCH AND SHALL HAVE A ONE OF THE FOLLOWI NO: a) CIRCULAR CROSS SECTIONAL DIAMETER ALL WOOD FRAME, HANDRAIL5, PICKETS, SILLS / BASE TO BE TYPICAL 2x4 CONSTRUCTION COMMON REDWOOD LUMBER w/ PAINT FINISH FOR PROTECTION / DEGAYIN6 PURPOSES. TYPICAL ZING COATED WOOD 5CREW5 TO BE USED FOR MOUNTING / EXPOSED HEADSEH OR �TEGTIONAND I DEGAYIN6 PURPOSES. NOTE: DEGKIN6 FINISH FLOOR NOT PART OF THI5 FIN15H APPLICATION. SEE KEYNOTE +w FOR DEGKIN6 FLOOR TYPE. SHALL BE BETWEEN 1 1/4" AND 2". NON -CIRCULAR HANDRAIL5 SHALL HAVE A PERIMETER DIMEN51ON BETWEEN 4 AND 6 1/4" WITH A MAXIMUM GR055 SECTION OF DIMEN51ON OF 2 1/4". [GRG R311.1.5.3 (1)] b) HANDRAIL5 WITH A PERIMETER DIMEN51ON > 6 1/4" SHALL HAVE A ORA5PABLE FINGER ON BOTH SIDES OF THE PROFILE BETWEEN 1 1/4" TO 2 5/4" BEGINNING WITHIN 5/4" FROM THE TOP OF THE PROFILE AND ACHIEVE A MINIMUM 5/I6" DEPTH WITHIN 1/15" BELOW THE WI DE5T PROFILE POINT AND SHALL CONTINUE A MINIMUM 515" TO A LEVEL NOT LE55 THAN 1 5/4" BELOW THE TALLEST PORTION OF THE PROFILE. [GRG R311.128 3 (2)] 5. 5TAIRWAY MAXIMUM R15E OF 1.15 INCHES AND A MINIMUM RUN WIDTH OF 10 INCHES FOR 5TRAIOHT 5TA I RWAY5. THE MAXIMUM DIFFERENCE BETWEEN THE STAIR RISERS AND TREADS SHALL NOT BE GREATER THAN 3/5". [GRG R311.1.51 6. THE MINIMUM CLEAR WIDTH OF STAIRWAYS 15 CLEAR 56" ABOVE THE HANDRAIL. HANDRAIL5 SHALL NOT PROJECT MORE THAN 4.5" ON EITHER 51 DE OF THE 5TAIRWAY AND THE MINIMUM CLEAR WIDTH OF THE 5TA I RWAY AT AND BELOW THE HANDRAIL HEIGHT SHALL BE 31.5" AND 21" WHEN INSTALLED ON ONE 51 DE AND BOTH SIDES, RESPECTIVELY. [GRG R311.1.1 ] I. IF APPLICABLE: 5HOW A 1/2" 6YP5UM BOARD AT ENCLOSED SPACE UNDER THE 5TAIRWAY. [CRC, R302.71 STAR GUARD RAIL NOTE Tl= 1_=i UUE11E1r (EX) STORAGE ROOM (EX) #2 ROOM #2 < (EX) I TRAILER STORAGE "B„ #3 (EX) (NOT FOR PUBLIC USE / PRIVATE USE ONLY) F,ZFSTRO (EX) HALL 8 I q LAB/. 52 52 5 _42 7 _O m 2xl0 WOO HA 5E:R 1I � J 2xl WOO HAIOr=R TRAILER I I, I I I I III 2 3 "All I C I 1� 3 W 3 � 5 (NOT FOR PUBLIC USE / I ® 0 CAI I E PRIVATE USE ONLY) I I 2\ EC I G 8 I I I I I I I II, I 52 (EX) ROOM # 1 I I / xy0 WP HANG R5 ' I 4 6 x\40 D HANG R5 - - - - 2 2 3 5 i 2 3 52iiI� � 00 00 3 0 -10-' 3' — 11 3 6'-5" 52 - \ Q _ 3 (EX) LU ENTRY; < �nnC�IlIA' +5'-0" T.O.FIN. FLR._ -D " - AREA �- ° _ +3 -O T.O.FIN. FLR. o +- — — � � +2'-II" T.O_FLR. JST.— � — 2 II T.O_FLR. JST.— 0— MANUFACTURED II —I PREMANUFAGTURED I PRE�y 52 2 NON -CORROSIVE COMP051TE NON -CORROSIVE COMP051TE 4 — — I N / FLOOR DEGKIN6 PRODUCT TO FLOOR DEGKIN6 PRODUCT TO N E.N. L52 BE INSTALLED BE INSTALLED + 2x10 WOOD FLOOR J015T TO + 2x10 WOOD FLOOR J015T TO 51T TOP OF (2) 2x10 WOOD + + F - 1 + + 51T TOP OF (2) 2x10 WOOD SUPPORT SUPPORT HAN6ER5 + j F _ HANGER5 + (2) 2x10 WOOD SUPPORT HANGER5 TO BE NAILED F � I'-102" 52 10'-6" 4'-62" (EX) (2) 2x10 WOOD SUPPORT F F - - 24'-3 1 " (2) 2x10 TOP /BOTTOM AT FACE FRONT HANGER5 TO BE NAILED F 4x4 WOOD STUD P05T ONTO P05T WHERE OCCURS F - - STORAGE ROOM 2 ONTO P05T WHERE OCCURS 4x4 WOOD STUD P05T 2x6 NAILER TO BE 12 x 12 x 12 PREFABRICATED 12 x 12 x 12 PREFABRICATED NAILED ONTO EXI5TIN6 # 1 CONCRETE PILLAR w/ HOLD DOWN CONCRETE PILLAR w/ HOLD DONN MANUFACTURE UNIT ° P05T ANCHOR FOR NEW 4x4 POSTS P05T ANCHOR FOR NEW 4x4 WOOD FRAM ° EMBEDDED 6" IN FIN. ORD. A�..� EMBEDDED 6 IN FIN. ORD. DECK N5 DETAIL SGALE: N.T.S. 141 DEGKIN5 DETAIL +5'-0" T.O.FIN. FLR. — +2'-II" T.O_FLR. J5T.— I" PREMANUFAGTURED / NON -CORROSIVE COMPOSITE FLOOR DEGKIN6 PRODUCT TO / N BE INSTALLED 2x10 WOOD FLOOR J015T TO N 51T TOP OF 2x6 WOOD SUPPORT VIYI BRACE / NAILED AT EACH END TO NAILER (MANUFACTURE FRAME) AND/OR DECK FRAMING �I 4x4 WOOD STUD P05T / 12 x 12 x 12 PREFABRICATED I TO BE NAILED ONTO ADJACENT GONGRETE PILLAR w/ HOLD DOWN SUPPORT BRACE WHERE OCCURS P05T ANCHOR FOR NEW 4x4 POSTS EMBEDDED 6" IN FIN. ORD. SGALE: N.T.S. I 6 I DEGKIN5 DETAIL SGALE: N.T.S. 18 I DEGKIN6 DETAIL 5r-.,ALE : N.T.S. I" PREMANUFAGTURED NON -CORROSIVE COMP051TE FLOOR DEGKIN6 PRODUCT TO BE INSTALLED 2x10 WOOD FLOOR J015T TO + 51T TOP OF WOOD SUPPORT + BRACE / NAILED AT EACH END + TO NAILER (MANUFACTURE FRAME) AND/OR DECK FRAMING 2x6 WOOD SUPPORT BRACE TO BE NAILED ONTO P05T TO SUPPORT DECK FLOOR J015T 2 (MIN) 2x4 WOOD STUD P05T 5x12 WOOD BASE Sc,ALE : N.T.S. T-2" SCALE : N.T.S. I � I NEW OVERALL TRAILS 11A / 511 W/ DECK N5 _ FRAM N5 PLAN -r m NORTH SCALE. /4II _ 1_0II -"gOFESSIO C 055 EXP. 6/30/21 CIVIL tip= The contractor shall verify and be responsible for all dimensions and conditions on the job and this office must be notified in writing of any variation from the dimensions and conditions shown by these drawings. co N 0 � � o w Ir O � d a z O � D o[� O C) O SHEET TITLE NEW OVERALL TRAILS "A / B" W/ NEW DEGKIN6 - FRAM I N6 PLAN / DETAILS SCALE 1/4"=1'-0" JGP DRAWN BY CHECKED BY KMK START DATE 02/22/20 JOB NO. 20-0222 SHEET NUMBER ,% 4