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HomeMy WebLinkAbout21-15 ASMPE DRAWINGS 10-21-21-APPROVED 2ND PHASE PROPERTY INFORMATION: o APPLICANT: HECTOR RIVERA Q PROJECT DESCRIPTION: 24 HOUR TOWING. POLICE AND HIGHWAY PATROL IMPOUND YARD Q PERMANENT OFFICE BUILDING (PHASE 2) of PROPERTY OWNER: HECTOR RIVERA n Q 2 PC 9/15/21 1 PC 7/08/21 - -- -- -- -- - -- MAILING ADDRESS: 27795 HILL POINTE EV READY SUN ClTY, CA 92585 a REVISIONS DATE ev OUTLET \\ / PHONE: 951 603 4510 E)POWER POLE _ _ JT in EMAIL: riveratowinginc@gmail-m W/METERO -I FOR I APN: 374-023-005, 374-023-008 w 200A240V 1 92 S RY I / S.F. FACE ___ (E LIGHT PROPERTY ADDRESS: 1146 W. FLINT ST. Q 1PH TO BE DE 0 ST NDARD LAKE ELSINORE ,CA 92530 O L- -------- w // \ LAND USE: MANUFACTURING Z 3 4 5 z l l ZONING: M1 N N AREA: .49 o 18.0 oa w W w SIOTE NOT LOCATED EN A HIGH FIRE AREA J N a m It: 12 SPACES VEHICLE STORAGE AREA Lli NOT IN A FLOOD AREA. NOT IN A FAULT LINE Q a NOT IN A LIQUEFACTION AREA Lli 3 LL 11 18 \•\`'fi// NOT IN A SUBSIDENCE AREA J J SEE 6,9,1 TRASH AD1 \ PALEONTOLOGICAL SENSITIVITY: LOW POTENTIAL o ENCLOSURE _ PROPOSED PERMANENT OFFICE BUILDING AREA: 999 S.F. ~ w I ^ DETAILS ADAi PER ¢ ISEPARATE z PERMIT (E)CONCRETE PAVING ® � OCCUPANCY: B TYPE OF CONSTRUCTION: VB NON-SPRINKLERED ADA PARKING __-- ® / \ z J Q SIGN f oz Q // II\\ CONSULTANTS z p_ CIVIL ENGINEER: MASSOUD GHIAM I I FFICE READY - O 24 OAKHURST RD. O U) Lli SUB BREAKER TOW TRUCK PARKING AREA ¢ LLJ PANE BR o 3 � IRVINE, CA 92620 -J ry x O LIG T a z �a ma soad98@yahoo.com > LL.I INI IIIII IIIII w STRUCTURAL ENGINEERING ch (D W RAMP SEE 10 TANDA D II o 0 Q 1p 0 0 Q lq C7 0 o FARAH ENGINEERING GROUP cn IIIII IIIII --I 30.0' DETAILS ADA2 00 O o 1787 POMONA RD # K, Ld Y a� (E) LIGHT \\ I // CORONA, CA 92880 > � LL.I o 36"WIDE ~ N STANDARD \ 951 738 1215 o faraheng@sbcglobal.net o DETECTABLE 11 g J WARNING ADA1 a = � - ELECTRO-MECHANICAL-PLUMBING ENGINEERING I PROPOSED > WINSTON ENGINEERING, INC. m / \ 23905 CLINTON KEITH RD. 114-381 OFFICE O CONCRETE L--- w // \\ WILDOMAR, CA 92595 I 999 S F PAVERS a 951-902-6600 a rn info®winstoneng.comwww.wmstoneng.com 'n -r� TITLE 24 ENVELOPE Q �D N94 I I 26.1 D �O A.V. ENERGY AND ASSOCIATES . 43915 GINGHAM AVE. a LANCASTER, CA 93535 w C 59993 - a gary@avenergy-associates.com EXP.6-30-2022 A DRAWING INDEXsT I I 6.04 8 SPACES VEHICLE STORAGE AREA I GAST: SITE N1: GENERAL NOTES PROJECT INFORMATION 9FOFrC COA1: CONDITIONS OF APPROVAL COA2: CONDITIONS OF APPROVAL (E) LIGHT :m COA3: CONDITIONS OF APPROVAL yrcccrr 13.0 25.0 STANDARD / \ \ COA4: CONDITIONS OF APPROVAL (/ 3 I EVMWD _ _ _ w (E) LANDSCAPE E TITLE 24 ENVELOPE SEWER ,ri -¢ (E)CONCRETE (E)CONCRETE OCONTAINME T �33 APPROACH .APPROACH o T24.0 TITLE 24 C.O.C. POND T24.1 TITLE 24 C.O.C. om I T24.2 TITLE 24 C.O.C. (E)CONCRETE BLOCK T24.3 TITLE 24 C.O.C. w 3 W/WROUGHT IRON __ _ __ CGBCS:1 CAL GREEN (E)i6' GATE _ (E)24_GATE 210.0' PL \\\ /// (E)CONCRETE BLO)�I T/ \\ /// CGBCS:2 CAL GREEN K\ / CGBCS:3 CAL GREEN A1: FLOOR & ROOF PLANS Li � E)F e __\ _ __ v1 _ _ __"` _ __ A2: BUILDING ELEVATIONS & SECTION (, 10.0 7N7 77=cr- - -- - El: ELECTRICAL LAYOUT / \ ADi: ARCHITECTURAL DETAILS IL / \ ADA1: ADA DETAILS O LL ADA2: ADA DETAILS LL O STRUCTURAL PLANS Z S-1: FOUNDATION AND ROOF FRAMING PLANS o SD-1 STRUCTURAL DETAILS UNIMPROVED STREET z roi SN-1: STRUCTURAL NOTES DIRT SN-1A: FASTENING SCHEDULE () w SN-2 STRUCTURAL DETAILS w Z MECHANICAL PLANS 7 FLINT STREET M01: MECHANICAL NOTES O M1.0 MECHANICAL FLOOR PLAN M2.0 MECHANICAL SPECIFICATIONS LLI M2.1 MECHANICAL SPECIFICATIONS PDA PLUMBING NOTES & LEGEND Z I P1.0: PLUMBING PLANS P2.0: PLUMBING PLAN & DETAILS N CITY OF LAKE ELSINORE ELECTRICAL PLANS E1.0: GENERAL NOTES � W ff » E2.1: LIGHTING PLAN NO EASEMENTS ON PROPERTY PLANNING DIVISION 1" = 10' E2.2 DAYLIGHT HARVESTING LLl Q E2.3: LIGHTING CONTROLS AND DETAILS PERMIT#BLDG-2021-01231 RIVERA TOWING LAKE ELSINORE E2.4: TITLE 24 LIGHTING CONTROLS/CONTROLLED 1= EXISTING APPROVED SITE PLAN RECEPTACLE PLAN n E3.0: POWER PLAN `�°r� �"`""" 1146 W. FLINT DATE:10/27/2021 11:12:03 AM E4.0:SINGLE LINE DIAGRAM E4.LELECTRICAL DETAILS E5.O:TITLE 24 FORMS E APPROVED E5.1:TITLE 24 FORMS u ¢ N 9 z o rn a E 0 T.B. PAGE 866—E4 VICINITY MAP Y z In + 3 0 n o T65R4W SECT 6 w ¢ + w w UNDERER❑UND SERVICE ALERT F`l"Tsr - 0 " Ey S'( SST 5 w n N �FFORE Y CALL: TOLL FREE W a w ow 1 -800-227-2600 APPROVAL HAZARDOUS MATERIALS NOTE UTILITIES PROVIDERS Riversitle County Fire Department H! Officeof Me Fire Marehal "NO HAZARDOUS MATERIALS TO BE STORED AT SITE" SCE: 800-655-4555 °jTeRy ST SCALE DATE BY FSS KEVIN SHIN THE GAS COMPANY: 909-307-7070 NOTED 6/10/21 10/26/2021 FRONTIER TELEPHONE/TV/INTERNET :800-921-8101 owN. er doe No. Z 1-1 The approval of plans antl specifications tloes not permit the �ielauan,aeleran,emiaaroe arramy mawnaoen many EVMWD: 951-674-3146 SEWER AND WATER - a e sIn re refiwremeoa orrnla sa or soy Locawramaoces.cppstmpw^ I'I! BUI I D ISION s allramaluariiepp ogee cy maFreoapaaanon poreoaea LEUSD: 951 253 7000 SUM'�F/�ST er it#BL 02 -1213 TWO WORKING DAYS BEFORE YOU DIG A<<er Dat :10/25/2021 9:38:14 AM OF SHEETS APPROVED *GENERAL REQUIREMENTS* *FIRE* IL INSTRUCTIONS REGARDING DRAWINGS 1. BUILDING ADDRESS NUMBERS SHALL BE VISIBLE AND LEGIBLE FROM Q 1. GENERAL NOTES, NOTES AND TYPICAL DETAILS APPLY TO ALL THE STREET FRONTING THE PROPERTY. SAID NUMBERS SHALL HAVE Q DRAWINGS UNLESS NOTED OTHERWISE. A CONTRASTING COLOR WITH THEIR BACKGROUND. 2. THE ARCHITECTURAL, CIVIL, STRUCTURAL, PLUMBING, 2. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT MECHANICAL AND ELECTRICAL DRAWINGS SHALL BE READ AS AN Q 2 PC 9/15/21 INTEGRATED DOCUMENT AND ANY ITEM REQUIRED BY ONE SHALL LESS THAN 2-A WITHIN 75 FEET TRAVEL DISTANCE OF ALL AREAS All PC 7/07/21 BE INTERPRETED AS BEING REQUIRED BY ALL. OF THE BUILDING ON EACH FLOOR. 3. FRAMING CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE 3. PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY THE FIRE DEPT. a REVISIONS I DA71EI BY FRAMED SIMILAR TO THE DETAILS SHOWN FOR THE RESPECTIVE FIELD INSPECTOR. ps� MATERIALS. 4. ALL DRAPES, CURTAINS, HANGINGS AND/OR ALL OTHER DECORATIVE W 4. DO NOT SCALE DRAWINGS. SUBCONTRACTORS SHALL VERIFY ALL MATERIAL SHALL COMPLY WITH THE FIRE CODE SECTION 25.103. 10:� O 2109-6227-FLI CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR TO BIDDING 5. MAXIMUM FLAME SPREAD CLASS OF FINISH MATERIALS SHALL NOT p AND COMMENCING WITH CONSTRUCTIONAOTIFY DESIGNER OF ANY EXCEED THE FOLLOWING: Z ERRORS OR OMMISIONS ON CONSTRUCTION DOCUMENTS. LC) BEFORE COMMENCING OR CONTINUING WORK. CLASS I: VERTICAL ENCLOSURES N 5. ALL DIMENSIONS ARE TO FACE OF STUDS, CONCRETE OR MASONRY CLASS II: CORRIDORS J 0) UNLESS OTHERWISE NOTED. CLASS III: ROOMS LLJ September 20,2021 6. PROVIDE 6-INCH OR INCH STUDS OR FURRING THE FULL 6. ALL DUCTS AND OTHER OPENINGS THROUGH FIRE RESISTIVE RATED Lv U) Q LENGTH OF WALL WHERE WALLS SHALL BE PROTECTED WITH APPROVED FIRE DAMPERS. E REQUIRED TO ACCOMODATE PLUMBING Y U AND/OR ELECTRICAL INSTALLATIONS. 7. ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT Hector Rivera THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT, OR, Rivera Towing 7. UNLESS OTHERWISE NOTED, ALL VESTIBULES, CLOSETS, 27795 Hill Pointe Drive COLUMNS, PROJECTIONS, RECESSES OR OTHER ADJACENT AREAS SHALL BE PROVIDEED WITH A READILY VISIBLE, DURABLE SIGN z Li San City,California 92fi8.5 WITHIN SCHEDULED AREAS SHALL HAVE FINISHES AS SCHEDULED ADJACENT TO DOOR STATING "THIS DOOR TO REMAIN UNLOCKED C7 J FOR THE RESPECTIVE SPACES IN WHICH THEY OCCUR. WHILE BUILDING IS OCCUPIED" WITH LETTERS ON CONTRASTING BACK- Z LL O 8. ALL NEW WORK SHALL CONFORM TO THE 2019 CBC , CMC, CPC, CEC GROUND NOT LESS THAN ONE INCH HIGH. ` z Q SiTBJECL REVIEW OF PROPOSED BUILDING PLAN FOR THE SITE LOCATED AT1146 2019 CAL GREEN ND 2019 T-24 ENERGY, AS WELL AS LOCAL LAWS AND S. VEHICULAR ACCESS MUST BE PROVIDED AND MAINTAINED SERVICABLE (n ORDINANCES HAVING JURISDICTION. W THROUGHOUT CONSTRUCTION. J-FLINT STREET,LASE EISINORE,CALEFORNM ASSESS01I PARCEL g, ALL ELECTRICAL, MECHANICAL, PLUMBING AND LANDSCAPING WORK NUMBER 374-023-0 05&001%RIVERSIDE CODNTY. 9. CONTRACTOR TO PROVIDE MINIMUM FIRE PROTECTION FOR LLJ SHALL BE IN ACCORDANCE WITH APPLICABLE CODES. BUILDINGS UNDER CONSTRUCTION PER U.B.C. SECTION 3806 Q Dear Mr.Rivera APPROVALS AND PERMITS SHALL BE OBTAINED AS REQUIRED BY c/ (D W GOVERNING JURISDICTION. SUBCONTRACTORS SHALL PROCURE AND 10."WALL FLOOR AND CEILING SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATION IN CBC TABLE 803.5" LLJ Y Please be informed of the following PAY FOR ALL PERMITS PERTAINING TO THEIR SPECIFIC TRADE. c�Reviewed proposed building plan. Recommendations incorporated into the design. All 10. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. *METALS* recommendations and site preparation to be verified daring construction. H you have an questions or if we may be of farther assistance, 1. ALL EXPOSED STRUCTURAL AND MISCELLANEOUS STEEL SHALL y my y ce,please contact our office at your RECEIVE ONE COAT OF STANDARD SHOP PRIMER PAINT. convenience This opportunity to be of service to you is greatly appreciated. RESPONSIBILITIES OF THE CONTRACTOR 2. ALL HANDRAILS AND RAILINGS SHALL BE CAPABLE OF WITHSTANDING Respcetfully rube 1. ALL WORK AND ALL CONSTRUCTION METHODS AND MATERIALS 200 LBS. CONCENTRATED LOAD AT ANY POINT FROM ANY DIRECTION, SHALL COMPLY WITH ALL PROVISIONS OF THE BUILDING CODES QQpFESSq AND OTHER RULES, REGULATIONS AND ORDINANCES GOVERNING AND 50 LBS. UNIFORM LOAD APPLIED SIMULTANEOUSLY IN BOTH pUD < FOR ARCH ENG LAG THE PLACE OF CONSTRUCTION. BUILDING CODE REQUIREMENTS VERTICAL AND HORIZONTAL DIRECTIONS. �SS C1 3 1 031 ao - TAKE PRECEDENCE OVER THE DRAWINGS IN ALL CASES. IT APPROVAL *" SHALL BE THE RESPONSIBILITY OF ANYONE SUPPLYING LABOR OR 3. ALL GALVANIZED SHEET METAL SHALL CONFORM TO ASTM A 526, Ri-d.County Fire Department u C 59993 9 MATERIALS OR BOTH TO BRING TO THE ATTENTION OF THE om.&the Fire Marsi,ai w A -cam5415- yL1A DESIGNER/ENGINEER ANY DISCREPANCIES OR CONFLICTS G 90, MILL PHOSPHATIZED. � EXP.6-30-2022 _�Fredai. * BETWEEN THE REQUIREMENTS OF THE CODE AND THE DRAWINGS. 4. STEEL PLATE AND STRUCTURAL MEMBERS SHALL CONFORM TO ASTM BY: FSS KEVIN SHIN #S 2. CONTRACTOR HEREBY GUARANTEES TO THE OWNER THAT ALL A 36. 1 012 6/2 0 2 1 T'9><OFTC`�p-�� Fd:' MATERIALS, FIXTURES AND EQUIPMENT FURNISHED TO THE PROJECT ARE NEW UNLESS OTHERWISE SPECIFIED. CONTRACTOR ALSO WARRANTS THAT ALL WORK WILL BE OF GOOD QUALITY AND Tb..pp.p�a°rill.°om rappyl°slallag°°°r.°y C. ACCESSIBLE REQUIREMENTS 4p°"am.i_.�'"ab"°'a°y`°`°'°'°'°°°CBS°°°s"'I°° FREE FROM ANY FAULTS OR DEFECTS. :hau..p,am app.::ibis aaa a.pp:.a rp.msp.pn°a ppm.:.. until aep-by the Fr.Department. 3. TEMPORARY BARRIERS AND/OR PROTECTIVE CONSTRUCTION FENCE 1. PROVIDE 1.1/2 INCHES CLEARANCE BETWEEN GRAB BARS &WALL. SHALL BE PROVIDED WHERE REQUIRED BY THE BUILDING DEPARTMENT AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH 2. GRAB BARS, HANDRAILS (INCLUDING CONNECTORS, FASTENERS, SUPPORT, THE RULES, REGULATIONS AND ORDINANCES GOVERNING THE THE 117 sop,M. St-t,scot°101,rak,E11-.e,CA 92530 Ps:(951)245-2444 F..:(es1)245-4m s-m l:...h°117@gm 1.s PLACE OF CONSTRUCTION. BACKING, ETC.) SHALL BE DESIGNED TO SUPPORT A 250 POUND LOAD APPLIED TO ANY PORTION. GENERAL NOTES 4. SANITARY FACILITIES SHALL BE PROVIDED AND MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION PER APPLICABLE 3. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. 1.- CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS. VERIFY VERTICAL CLEARANCES REGULATIONS. 4. LAVATORY FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE 2.- ALL WALLS TO BE 5/8" GYP. BD. TYPE 'X". Li 5. CONTRACTOR SHALL ARRANGE AND PAY FOR ALL TEMPORARY OPERABLE WITH ONE HAND, SHALL NOT REQUIRE TIGHT GRASPING, U SERVICES AND CONNECTIONS DURING CONSTRUCTION. 3.- INSULATE DEMISING WALLS PER SECTIONS. PINCHING, OR TWISTING OF THE WRIST, NOR EXCEEDING AN ILL 6. CONTRACTOR MUST VERIFY ALL DIMENSIONS, ELEVATIONS AND OPERATING FORCE OF 3 POUNDS. 4.- INSULATE CEILINGS W/R-38 INS. (R-19 MIN.) ILL SITE CONDITIONS AND SHALL NOTIFY THE DESIGNER/ENGINEER OF ANY DISCREPANCIES BEFORE STARTING WORK. 5. LAVATORY SELF CLOSING VALVES ARE PERMITTED IF FAUCET WILL 5.- CEILING HEIGHTS PER PLAN. 0 7. ANY OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS REMAIN OPEN FOR NOT LESS THAN 10 SECONDS. OF THE DRAWINGS AND/OR GENERAL NOTES SHALL BE BROUGHT TO 6.- ALL OFFICES TO HAVE ADEQUATE SUPPLY AND RETURN AIR VENTS. THE ATTENTION OF THE DESIGNER/ENGINEER BEFORE 6. URINAL AND WATER CLOSET FLUSH CONTROLS TO BE OPERABLE BY z PROCEEDING WITH ANY WORK INVOLVED. AN OSCILLATING HANDLE WITH A MAXIMUM FORCE OF 3 POUNDS AND 7.- ALL AC VENTS TO HAVE ADJUSTMENTS FOR DIRECTION LLJ 8. PROVIDE OPENINGS AND SUPPORTS FOR MECHANICAL EQUIPMENT, MOUNTED NOT MORE THAN 44"ABOVE THE FLOOR. OF AIR FLOW VOLUME. z DUCTS, PIPING, VENTS, ETC. AS REQUIRED. ALL SUSPENDED 8.- FIRE DAMPERS SHALL BE INSTALLED IN ALL DUCTS Q EQUIPMENT IS TO BE PROVIDED WITH LATERAL BRACING. 7. ON DOORWAYS LEADING TO MIENS SANITARY FACILITIES, AS SIGN PENETRATING 1 HR. WALLS & CEILING. N IN THE SHAPE OF AN EQUILATERAL TRIANGLE 1/4"THICK WITH L+J EDGES 12"LONG AND HAVING A VERTEX POINTING UPWARD SHALL 9. IF EXISTING FACILITIES ARE RELATED TO THE WORK, THE 9.- RELOCATE EXISTING SUPPLY OR RETURN VENTS AS REQUIRED BY NEW WALLS CONTRACTOR SHALL NOT DISRUPT THE EXISTING SERVICES OR LOCATIONS. O LLJ UTILITIES WITHOUT FIRST OBTAINING OWNER'S PRIOR APPROVAL BE PLACED ON SAID DOORWAY. ON DOORWAYS LEADING TO WOMENS TO.- WALL, FLOOR AND CEILING FINISHES, MATERIAL AND COLOR SELECTION AND INSTRUCTIONS. SANITARY FACILITIES, A SIGN IN THE SHAPE OF A CIRCLE 1/4" BY OWNER. z 10. CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF ALL THICK AND 12"IN DIAMETER SHALL BE PLACED ON SAID DOORWAY. DOORS & HARDWARE J cV MECHANICAL EQUIPMENT BEFORE CONSTRUCTION OF ANY BASES SAID SIGNS SHALL BE CENTERED ON THE DOOR AT A HEIGHT OF OR PADS TO SUPPORT SUCH EQUIPMENT. Q 60"ABOVE THE FLOOR. THE COLOR OF THESE GEOMETRIC SYMBOLS 1.- ALL DOORS TO D 3' x 8' "LEGACY" SOLID CORE IN TIMELY FRAMES 11. CONTRACTOR SHALL VERIFY ALL PLUMBING AND EQUIPMENT SIZES SHALL BE DISTINCTLY DIFFERENT FROM THE COLOR OF, AND SHALL OR APPROVED EQUAL VERIFY WITH OWNER. w V) BEFORE BEGINNING CONSTRUCTION OF CABINETS. DISTINCTLY CONTRAST WITH THAT OF THE DOOR. 2.- ALL DOORS SHALL HAVE "SCHLA L GRADE HARDWARE OR EQUAL z Q OPENABLE BY A SINGLE ACTION (LEVER TYPE) WITHOUT ANY SPECIAL KNOWLEDGE OR LLJ 12. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED 8. AT EACH HANDICAP DESIGNATED PARKING SPACE, PROVIDE A PERM- OR EFFORT EXCEPT AT EXIT D00 STRUCTURE. UNLESS OTHERWISE SHOWN, THEY DO NOT INDICATE ANENTLY AFFIXED REFLECTARIZED SIGN CONSTRUCTED OF PORCELAIN 3.- DOOR FINISH AND COLOR SELECTION BY OWNER. 0 THE METHOD OF CONSTRUCTION. CONTRACTOR SHALL SUPERVISE ON STEEL, BEADED TEXT OR EQUAL, DISPLAYING THE INTERNATIONAL AND DIRECT THE WORK AND SHALL SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS,, TECHNIQUES AND SYMBOL OF ACCESSIBILITY AT LEAST 70 SQUARE INCHES IN SIZE, 4.- EXTERIOR DOORS TO BE EQUIPED WITH A SIGN STATING 'THIS PROCEDURES. OBSERVAT E ION VISITS TO THE SITE BY CENTERED AT THE INTERIOR END OF THE PARKING SPACE 80"MIN. DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS". o o a WITH LETTERS ON CONTRASTING BACKGROUND NOT LESS THAN 1" HIGH ¢ n m THE DESIGNER AND/OR ENGINEER SHALL NOT INCLUDE ABOVE FINISH GRADE TO THE BOTTOM OF SAID SIGN. SEE DETAIL = 9 z N m INSPECTIONS OF THE PROTECTIVE MEASURES OF 5.- INTERIOR DOORS TO BE OPENABLE WITH 5 LBS. MAX. FORCE. THE CONSTRUCTION PROCEDURES REQUIRED FOR SAME, WHICH ARE #1 ON SHEET A-1. E m g o m THE SOLE RESPONSIBILITY OF THE CONTRACTOR. ANY SUPPORT 9. WALKS &SIDEWALKS: 6.- FIRE DOORS (WHEN APPLICABLE) TO BE OPENABLE WITH 10 LBS. SERVICES PERFORMED BY THE DESIGNER AND/OR THE PROJECT 1 MAX. FORCE. Y z + ENGINEER, WHETHER OF MATERIAL OR WORK, AND WHETHER o z PERFORMED PRIOR TO, DURING OR AFTER COMPLETION OF ) ABRUPT CHANGES NOT TO EXCEED 14 VERT OR 12 BEVELED / / 7.- THE BOTTOM 10" INCHES OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING DOORS 3 rn o CONSTRUCTION, ARE PERFORMED SOLELY FOR THE PURPOSE OF AT 45 DEGREES. CHANGES WHICH EXCEED 1/2"ARE NOT ALLOWED SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE (CBC 11B-404.2.10) Ch o ee ASSISTING IN QUALITY CONTROL AND IN ACHIEVING UNLESS DESIGNED AS RAMPS PER TITLE 24 DISABLED ACCESS REGS. ELEOTR�OAL NOTES °' ` + w CONFORMANCE WITH DRAWINGS AND SPECIFICATIONS; z rn THEREFORE NO GUARANTEE OF CONTRACTOR'S PERFORMANCE IS ii) NO SIDEWALK SHALL EXCEED 5%SLOPE. c� a IMPLIED AND FIELD VISITS SHALL NOT BE CONSTRUED AS 1.- ALL ELECTRICAL WORK MUST COMPLY WITH THE LATEST ADOPTED N rn � w ^ SUPERVISION OF CONSTRUCTION. *DOORS & WINDOWS* ELECTRICAL CODE BY THE CITY OF LAKE ELSINORE, CA (2019 CEC) CC a o + x z n 2.- ALL OUTLETS TO BE LOCATED 15"ABOVE FLOOR EXCEPT AS NOTED. w 5 a 13. CONTRACTOR IS RESPONSIBLE FOR TOTAL COORDINATION BETWEEN 1. ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT z ALL SUBCONTRACTORS AND TRADES. THE USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT, OR, SHALL 3.- ALL SWITCHES TO BE LOCATED 44"A.F.F. w N M Se 14. ANYONE SUPPLYING LABOR AND/OR MATERIALS TO THE PROJECT BE PROVIDED WITH A READILY VISIBLE, DURABLE SIGN ADJACENT n g a SHALL CAREFULLY EXAMINE ALL SUBSURFACES TO RECEIVE WORK. TO THE DOOR STATING 'THIS DOOR TO REMAIN UNLOCKED DURING 4.- LED LIGHT PANELS TO BE DOUBLE SWITCHED PER TITLE 24 ANY CONDITIONS DETRIMENTAL TO WORK SHALL BE REPORTED IN BUSINESS HOURS"WITH LETTERS ON CONTRASTING BACKGROUND AND 5.- ALL COMMON ELECTRICAL TO BE SOUNDPROOFED WRITING TO CONTRACTOR PRIOR TO BEGINNING. COMMENCEMENT OF WORK SHALL IMPLY ACCEPTANCE OF ALL SUBSURFACES. NOT LESS THAN ONE INCH HIGH. 6.- LIGHT FIXTURES TO BE SELECTED BY OWNER. ALL DOORS TO BE EQUIPPED WITH SINGLE ACTION LEVER TYPE COMMON 15. TEMPORARY BRACING SHALL NOT BE REMOVED FROM ANY ELEMENT KNOWLEDGE HARDWARE. 7.- RELOCATE EXISTING LIGHT FIXTURES AS REQUIRED BY NEW WALLS EYTOT.LaKe �E D E UNTIL THE ELEMENT IS CAPABLE OF SUPPORTING ITS DESIGN LOCATIONS TED 6/08/21 LOAD. 2. ALL DOORS WITH GLAZING SHALL BE PROVIDED WITH TEMPERED . BY TDB ND. 8.- PROVIDE SEPARATE SWITCHING FOR DAYLIT AREAS Z 1-1 16. ANY MATERIALS STORED AT THE SITE SHALL BE SUPPORTED SAFETY GLAZING PER U.B.C. A PERMANENT LABEL PER SECTION 2406.2 COMPLETELY FREE OF THE GROUND, COVERED AND OTHERWISE SHALL IDENTIFY EACH LIGHT OF SAFETY GLAZING. 9.- PROVIDE A WEATHER PROOF GFI OUTLET WITHIN 25' FOR EACH ROOF TOP $In re PROTECTED TO AVOID DAMAGE FROM THE ELEMENTS. MECHANICAL EQUIPMENT BUI I SIGN 3. ALL GLAZING WITHIN 12"OF ANY DOOR AND LESS THAN 60"ABOVE PBt If#BL 21 1213 17. CONTRACTOR SHALL PROVIDE SPECIAL INSPECTIONS AS REQUIRED FINISH FLOOR SHALL BE TEMPERED SAFETY GLAZING PER U.B.C. Eat :10/25/2021 9:38:14 AM BY SECTION 306 OF THE 2019 C.B.C. OF SHEETS APPROVED CITY OF ,�c� LA E LSII`iOR_ CONDITIONS OF APPROVAL CONDITIONS OF APPROVAL DREAD M EXTREME. RECORD OF ADMINISTRATIVE APPROVAL PROJECT: PA 2019-77/CDR 2021-08(Modification,Minor PROJECT: PA 2019-77/CUP 2019-20/IDR 2019-02 IL Design Review) PROJECT NAME: Rivera Towing PROJECT NAME: Rivera's Towing PROJECT LOCATION: APNs 374-023-005 and 008 Q Applicant: E7795 era PROJECT LOCATION: APN:373-023-005;374-023-008 APPROVAL DATE: March 17,2020 o REvisioNs DATE ev APPROVAL DATE: May 13,2021 EFFECTIVE DATE: April 1,2020 A licant Address: Pointe,Sun Cd,CA 92585 Effective Date: May 28,2021 EXPIRATION DATE: March 17,2022 Pro act Mana err: ,Assistant Ci Dl t Director Expiration Date: May 14,2023 Lo No.&Name: 77/CDR 2021-08 Modification,Minor Desi n Review GENERAL Wint St.Lake Elsinore,CA 92530(APN:373-023-005;374-023- QLocation/Address: GENERAL CONDITIONS 1. Planning Application No.2019-77(CUP No.2019-20 and IDR No.2019-02)is a proposal O 1`0 Project Description: The project proposes a modification to previously approved IDR-2019- for the phased development of a licensed tow yard and related improvements;phase 1 Z 02 which increases the approved design for Rivera's Towing yard 1. Planning Application No.2019-77(Modification,Minor Design Review No.2021-08)is a would consist of all site preparatory work,development of the yard,construction of offsite proposal y previously approvedapproved improvements(i.e.curb permanent building, phase 2. IDR-2019-02 approved an 800 sq.ft. l t modify IDR-2019-02 which increases the ,gutter and sidewalk),installation of landscaping and fencing and U) N permanent industrial office building. CDR-2021-08 modifies this J O) approval by requesting an additional 200 sq.ft.for a total permanent design for Rivera's Towing yard permanent building, phase 2. IDR-2019-02 the installation of a temporary 200 square foot office on a permanent foundation.Phase 2 W industrial office building of 1,000 sq.ft.(Project). approved an 800 sq.ft.permanent industrial office building.CDR-2021-08 modifies would consist of the construction of the permanent 800 square foot office building.The Environmental No new environmental documentation is required this approval by requesting an additional 200 sq.ft.for a total permanent industrial proposed project is situated on two properties totaling 21,344 square feet located on the Q q per CEQA Guidelines office building of 1,000 sq.ft.(Project).This project is located at 1146 E.Flint St.,Lake northwestern comer of the intersection of side of Silver and West Flint Streets and more Y U Determination: Section 15303 New Construction or Conversion of Small Structure. Elsinore,CA 92530(APN:373-023-005;374-023-008). specifically referred to as APNs 374-023-005 and 008. ADMINISTRATIVE DETERMINATION:Section 17.410.070 of the Lake Elsinore Municipal Cade 2. The applicant shall defend(with counsel acceptable to the City),indemnify,and hold 2. The applicant shall defend (with counsel acceptable to the City), indemnify, and hold Z W grants the Community Development Director express authority to administratively approve and harmless the City,its Officials,Officers,Employees,and Agents from any claim,action,or harmless the City, its Officials, Officers, Employees, Agents, and its Consultants (� J �' condition Minor Design Review. proceeding against the City,its Officials,Officers,Employees or Agents to attack,set (Indemnitees)from any claim,action,or proceeding against the Indemnitees to attack,set Z � aside,void,or annul an approval of the City,its advisory agencies,appeal boards,or aside,void,or annul an approval of the City, its advisory agencies,appeal boards,or Staff has determined that the proposed project qualifies for administrative approval under Section legislative body Z 17.410.070 of the Lake Elsinore Municipal Code,and hereby makes the followingfindings: legislative body concerning the proposed project projects attached hereto or any of the 9 y concerning approval,implementation and construction of IDR 2019-01 and ?� P y 9 proceedings,acts or determinations made in connection therewith. TPM 37710, which action is bought within the time period provided for in California (n The project,as approved and conditioned,complies with the goals and objectives of the General Government Code Sections 65009 and/or 66499.37,and Public Resources Code Section � J Plan and the zoning district in which the project is located. 3. Within 30 days of project approval, the applicant shall sign and complete an 21167,including the approval,extension or modification of CUP No.2019-20 and[DR No. LLj "Acknowledgement of Conditions,"and shall return the executed original to the Community 2019-02 or any of the proceedings,acts or determinations taken,done,or made prior to the Q The project complies with the design directives contained in Lake Elsinore Municipal Code Development Department for inclusion in the case records. thereto. The Applicant's indemnification is intended to include, but not be limited to,decision,or to determine the reasonableness,legality or validity of any condition attached LEJ Ld Y Section 17.112 and all other applicable provisions of the Municipal Code, PLANNING DIVISION damages,fees and/or costs awarded against or incurred by Indemnitees and costs of suit, Conditions and safeguards pursuant to Lake Elsinore Municipal Code Section 17.415.050 E, claim or litigation,including without limitation attorneys'fees,penalties and other costs, including guarantees and evidence of compliance with conditions,have been incorporated into 4. Project shall comply to all previous Conditions of Approval for IDR-2019-02. liabilities and expenses incurred by Indemnitees in connection with such proceeding.The City will promptly notify the applicant of any such claim,action,or proceeding against the the approval of the proposed project planning ensure development t the property a accordance with City. If the project is challenged in court,the City and the applicant shall enter into formal the objectives of this chapter and the planning district in which the site is located. 5. Commercial Design Review No.approval shall lapse and shall become void two wi years defense and indemnity agreement,consistent with this condition. following the date on which the approval became effective,unless one of the following:(1) ty 9 Furthermore,staff has reviewed the project for consistency with applicable provisions of the prior to the expiration of two years,a building permit related to the design review is issued General Plan,Municipal Code,and the California Environmental Quality Act CEQA.Based upon and construction commenced and diligent) pursued toward completion;or 2 prior to the 3. Within 30 days of project approval, the applicant shall sign and complete an P Y ( ) P Y P P O P PPROVAL that review the Community Development Director finds and determines that the proposed project expiration of two years,the applicant has applied for and has been granted an extension "Acknowledgment of Conditions"and shall return the executed original to the Community ai-reia County Fire Department is Categorically Exempt from environmental review under Section 15303(new construction or of the design review approval.The expiration date of an approved design review may be Development Department for inclusion in the case records. Orr of the Fire Marshal conversion of small structures),(C)A store, motel,office, restaurant or similar structure not extended for no more than two years.The first extension may be granted for one-year BY; ISS KEVIN SHIN involving the use of significant amounts of hazardous substances,and not exceeding 2500 s%ft. subject to the approval of the Community Development Director after consultation with 4. The applicant shall submit a check for$2,406.75 made payable to the County of Riverside in floor area.This Project is new construction of a 1,000 sq.ft.industrial office which does not other City departments if such design review complies with current laws,standards and for the filing of a Notice of Determination.The check shall be submitted to the Planning 1 0/2 612 0 2 1 exceed 2,500 sq. ft. of maximum floor area as per Section 15303. Therefore, no further policies.The second one-year extension may be granted by the approving body(i.e.,City Division for processing within 48 hours of the project's approval. the pm"a,mpian ana daoanone aoe:nm pem,it he ap on.aeietioo.n,son or rant m iia nonofeny environmental documentation is necessary.The project is found to be consistent with the General Council,Planning Commission)that approved the underlying design review so long as the pp eme'nta tite nr goy ropai ominenoea conewcmn Plan and Municipal Code,subject to the attached Conditions of Approval. design review complies with current laws, standards and policies. Application for Fees yen remem eo a enae ppsea mr m:pepeon ppmpeee unlit app etl by the Fire De and accompanied nied by a fee in an amount as established by resolution of the City Council. parhnent. extensions time shall e filed prior to the expiration of the initial design review approval 5. The applicant shall pay all applicable fees as identified in Exhibit A,at the rate in effect at / the time of payment by the payment milestone.No deferral of fees shall be granted unless Appitcant's mit� /`� Page 1 of 3 chczet's Ic3iais: Page 1 of 17 Conditions of Approval PA 2019-77/CDR 2021-08 PA 2019-77/CDR 2021-08 PA 2019-77/CUP 2019-20/IDR 2019-01 PC:TBD W Conditions of Approval Administrative Approval:05/1321 Conditions of Approval Administrative Approval:05/13/21 U J LL 6. All site improvements shall be constructed as indicated on the submitted plans. The Engineering Division 22. Prior to the issuance of a Building Permit,the applicant shall submit a revised fence and Q L.L applicant shall meet all required development standards as indicated by the Commercial wall plan that provides a solid wall enclosure consistent with the LEMC. > 0 Design Guidelines and the LEMC.Any other revisions to the approved site plan or building 17.Engineering does not have any additional comments regarding the design.TIF and 23. Priorto the issuance of a Building Permit,the color,finish and pattern of all decorative paving O elevations shall be.%tlhjPM to the review of the Community Development Director or his TUMF fees will increase due to the increase in building size.Previous COAs will apply onsite shall be submitted for review and approval by the Director of Community ~ designee. All plans submitted for Building Division Plan Check shall conform to the as applicable,as per Yu Tagai. Development,or their designee. z submitted plans. W LLJ 7. All materials and colors depicted on the tans shall be used. If the applicant wishes to 24. Prior to issuance of a building permit,Final Landscaping/Irrigation Detail Plans(one full Q Z P P pP BUILDING DIVISION size set along with a PDF copy)shall be submitted along with appropriate fees for review Q modify any of the approved materials or colors depicted on the plans,the applicant shall submit a proposal setting forth the modifications for review by the Community and approval by the Community Development Director or designee. 0 Development Director or his designee. 18.Building and Safety has no further comments,refer to previous COAs,as per Bill Belvin. a. All planting areas shall have permanent and automatic sprinkler system with 50%plant LLI S. Any violation or non-compliance with the Commercial Design Review Conditions of coverage using a drip irrigation method. (n 0- Approval shall be cause for the revocation of this Commercial Design Review in RIVERSIDE COUNTY FIRE DEPARTMENT b. All planting areas shall be separated from paved areas with a six inch(6")high and six Z accordance with the provisions set forth in Chapter 17.415.080 of the Lake Elsinore inch(6")wide concrete curb.Runoff shall be allowed from paved areas into landscape Municipal Code(LEMC). 19.Approved without further comments or conditions,refer to previous COAs,as per Steve areas. N Payne. c. Planting within fifteen feet(15')of ingress/egress points shall be no higher than twenty- W four inches(24"). 9. All Conditions of Approval shall be reproduced on page one of building plans prior to their Q (/)d. Landscape planters shall be planted with an appropriate parking lot shade tree pursuant acceptance by the Building and Safety Division,Community Development Department.All Conditions of Approval shall be met prior to the issuance of a Certificate of Occupancy I hereby state that I acknowledge receipt of the approved Conditions of Approval for the above to the LEMC and Landscape Design Guidelines. Z Q and release of utilities. named Project and do hereby agree to accept and abide by all Conditions of Approval as e. No required tree planting bed shall be less than 5 feet wide. 0 _ approved by the Community Development Director on February 7,2018.1 also acknowledge that f. Root barriers shall be installed for all trees planted within 10 feet of hardscape areas to U 10.All future development proposals shall be reviewed by the City on a project-by-project all Conditions shall be met as indicated. include sidewalks. g. Any transformers and mechanical or electrical equipment shall be indicated on basis. If determined necessary by the Community Development Director or designee, landscape plan and screened as part of the landscaping plan. additional environmental analysis will be required. Date: S (� h. The landscape plan shall provide for ground cover,shrubs,and trees and meet all g < n m requirements of the City's adopted Landscape Guidelines. o g z N m 11.Any proposed minor revisions to approved plans shall be reviewed and approved by the i. All landscape improvements shall be bonded 100%for material and labor for two years Community Development Director or designee.Any proposed substantial revisions to the Applicant's Signature: p 9 Y Ylandscaping approved plans shall be reviewed according to the provisions of the Municipal Code in a from installation si n off b the a Release of thewithrbond shall nc requested ® z similar manner as a new application.Grading plan revisions shall be reviewed by the City by the applicant at the end of the required two years with approval/acceptance reviewed Y z + (� by the Landscape Consultant and approved by the Community Development Director or c W o Engineer. Print Name: �Q.( e_� 111 Vy;" Designee. 12.The applicant shall provide all project-related on-site and off-site improvements as j. All landscaping and irrigation shall be installed within affected portion of any phase at ;, ¢ + ' / �I the time a Certificate of Occupancy is requested for any building. o z o v o required by these Conditions of Approval. Address: W )1 r �} k. Final landscape plan must be consistent with approved site plan. N ti w 1. Final landscape plans to include planting and irrigation details. o + x zgo a 13.The applicant shall submit complete landscape plans and receive approval prior to the m. Final landscape plans shall include drought tolerant planting consistent with Elsinore s W issuance of a Certificate of Occupancy and release of utilities. Q( u Valley Municipal Water District standards subject to plan check and approval by the w a El Phone Number (J I' �O - 1 S I City's landscape plan check consultant. Uj m 14.The applicant shall at all times comply with Section 17,176(Noise Ordinance)of the n. No turf shall be permitted. N g LEMC. BUILDING DIVISION 15.Signs are not part of this project approval.All signage shall be subject to Planning Division General Conditions or Planning Commission review and approval prior to installation. 25. Final Building and Safety Conditions.Final Building and Safety Conditions will be addressed EYVOT.LaKe BATE 16.The Applicant shall comply with all applicable City codes and ordinances. TED 6/08/21 when building construction plans are submitted to Building and Safety for review. These . erroconditions will be based on occupancy,use,the California Building Code(CBC),and related Z 1-1codes which are enforced at the time of building plan submittal. nsincre N D ISION Pe it G 02 -1213 a_(/ Page 2 of 3 npr a t i,ie,ais: Page 3 of 3 Dat :10/25/2021 9:38:14 AM Page 4 of 17 of FIAP, SHEETS APPROVED P;,2019-77/CUP 2019-20/IDR 2019-01 PC:TBD PA 2019-77/CUP 2019-20/IDR 2019-01 PC:TBD PA 2019-77/CUP 2019-20/IDR 2019-01 PC:TBD approved by the City Council,which will require the applicant to execute a contract or other 12. Graffiti shall be removed within 24 hours. • MS4 written instrumtent to pay the fee or charge at a later milestone than what is specified in Exhibit A. 13. The entire site shall be kept free from trash and debris at all times and in no event shall 44. A Water Quality Management Plan(WQMP)(preliminary and final)are required and shall Q trash and debris remain for more than 24 hours. be prepared using the Santa Ana Region 8 approved template and guidance and submitted Q PLANNING DIVISION for review and approval to the City. 14. All roof mounted or ground support air conditioning units or other mechanical equipment ILI 1. Conditional Use Permit No.2019-20 shall be limited to the plans prepared by the applicant incidental to development shall be architecturally screened or shielded by landscaping so 45. The Final WQMP shall be in substantial compliance with the approved preliminary WQMP o RBvisioNs B'd BY and included in the staff report In the event the applicant proposes to modify the floor plan, that they are not visible from neighboring property or public streets. Any roof mounted and shall be approved by the City prior to precise grading plan approval and issuance of the modification shall be subject to review by the Community Development Director.The central swamp coolers shall also be screened,and the Community Development Director, ANY permit for construction. Community Development Director may approve the modification or refer the matter to the prior to issuance of building permit shall approve screening plan. W Planning Commission ifjudged to be substantial.The Conditional Use Permit granted herein 46. The Final WQMP shall document the following: shall run with the land and shall continue to be valid upon a change of ownership of the site 15. The property address(in numerals at least six inches high)shall be displayed near the Detailed site and project description. 121:� O or structure which was the subject of this approval. An application for modification, entrance and be easily visible from the front of the subject property and public right-of-way. Potential stormwater pollutants. 0 1'0 expansion or other change in a Conditional Use Permit shall be reviewed according to the Post-development drainage characteristics. Z LC) provisions of the LEMC,Title 17 in a similar manner as a new application. 16. The applicant shall construct trash enclosure(s)with a decorative roof to match the colors, Low Impact Development(LID)BMP selection and analysis. N N materials and design of the project architecture. Structural and Non-Structural source control BMPs. 6. Industrial Design Review No.2019-01 shall lapse and become void two years following the Treatment Control BMPs W date on which the design review became effective,unless one of the following:(1)prior to 17. Landscaping installed for the project shall be continuously maintained to the reasonable Site design and drainage plan(BMP Exhibit). Q the expiration of two years,a building permit related to the design review is issued and satisfaction of the Community Development Director.If it is determined that the landscaping Documentation of how vector issues are addressed in the BMP design,operation and W construction commenced and diligently pursued toward completion; or(2) prior to the is not being maintained,the Director of Community Development shall have the authority to maintenance. Y U expiration of two years,the applicant has applied for and has been granted an extension of require the property owner to bring the landscaping into conformance with the approved GIS Decimal Minute Longitude and Latitude coordinates for all LID and Treatment 4 the design review approval pursuant to subsections (1) and (2) of LEMC, Section landscape plan. The continued maintenance of all landscaped areas shall be the Control BMP locations. J ~ W 17.415.050.1.1. Notwithstanding conditions to the contrary, a design review granted responsibility of the developer or any successors in interest. Z pursuant to LEMC Section 17.415.050.1.2 shall run with the land for this two-year period, • HCOC-demonstrate that discharge flow rates,velocities,duration and volume for the subject to any approved extensions, and shall continue to be valid upon a change of 18. The proposed location of on-site construction trailers shall be approved by the Community post construction condition from 2 year and 10 year,24 hour rainfall event will not Z J O ownership of the site,which was the subject of the design review application. Development Director or designee. A cash bond of$1,000 shall be required for any cause adverse impacts on downstream erosion and receiving waters, measures are Z L L construction trailers placed on the site and used during construction.Bonds will be released water bodies. Evaluation documentation shall include pre-and post, � development 7. All Conditions of Approval shall be reproduced on page one of building plans prior to their after removal of trailers and restoration of the site to an acceptable state,subject to approval hydrograph volumes,time of concentration and peak discharge velocities,construction 0 acceptance by the Building and Safety Division,Community Development Department. All of the Community Development Director or designee.Such trailer(s)shall be fully on private J Conditions of Approval shall be met prior to the issuance of a Certificate of Occupancy. property and outside the public right of way. of sediment budgets,and a sediment transport analysis. W • The Operation and Maintenance(O&M)Plan and Agreement and/or CC&R's shall(1) Q y City p y y pp y y describe the long-term operation and maintenance requirements for BMPs identified in W 8. All future development proposals shall be reviewed b the on a project b project basis. If 19. If an of the conditions of approval set forth herein fail to occur,or if the are,b their terms, Of the BMP Exhibit;(2)identify the entity that will es responsible for long-term operation determined necessary by the Community Development Director or designee, additional to be implemented and maintained over time, if any of such conditions fail to be so W � environmental analysis will be required. implemented and maintained according to their terms,the City shall have the right to revoke and maintenance of the referenced ce f;he describe the mechanism for funding the > or modify all approvals herein granted,deny or further condition issuance of all future long-term operation and maintenance of the referenced BMPS;and(e provide for 9. Any proposed minor revisions to approved plans shall be reviewed and approved by the building permits,deny revoke,or further condition all certificates of occupancy issued under annual certification of water quality facilities by a registered civil engineer. The City lY format shall be used. Community Development Director or designee. Any proposed substantial revisions to the the authority of approvals herein granted;record a notice of violation on the property title; approved plans shall be reviewed according to the provisions of the Municipal Code in a institute and prosecute litigation to compel their compliance with said conditions or seek damages for their violation. 47. The a fit BAR MStr Pe the requires implementation of LID Principles and LID See Design, similar manner as a new application. 9 where feasible,to treat the pollutants of concern identified for the project,in the following (Se)riorit to lowest priority):(Section XII.E.2,XII.E3,an 10. Provisions of the City's Noise Ordinance(LEMC Chapter 17.176)shall be satisfied during Prior to Issuance of Grading Perrnits/Buildina Permits manner(from highestd XII.E.7). all site preparation and construction activity.Site preparation activity and construction shall Preventatives measures(these are mostly non-structural measures,e.g .,minimizing APPIOVAL impervious areas conserving natural areas,minimizing directly connected impervious Riverside Court Fire Department , not commence before 7:00 AM and shall cease no later than 5:00 PM,Monday through 20. A uniform hardscape and street furniture design including seating benches, trash Oft,orm FireN•ren.l y y y Y p g potted plants,bike racks,light bollards,etc.,shall be utilized and areas,etc. Friday.Only finish work and similar interior construction may be conducted on Saturdays receptacles,free-standing and may commence no earlier than 8:00 am and shall cease no later than 4:00 p.m. be compatible with the architectural style. Detailed designs shall be submitted for Planning • The Project shall in the order presented,infiltrate,harvest and use,evapotranspire By: FSS K VIN SHIN Construction activity shall not take place on Sunday,or any Legal Holidays. Division review and approval prior to the issuance of building permits. and/or bio-treat the Design Capture Volume(DCV). 10/6/2021 • The Project shall consider a properly engineered and maintained bio-treatment system 11. No individual signs are approved as part of this approval. The applicant or designee shall 21. Prior to the issuance of a Building Permit,all exterior wall mounted and freestanding light only if infiltration, harvesting and use and evapotranspiration cannot be feasiblyn aoaarn�eioraiensends ienaionednes nor permit me submit an application for a sign permit,pay appropriate fees and receive approval from the fixtures shall be submitted for review and approval by the Director of Community iernn,deieunn,n,nssro nrr10 insreiieann nr env implemented at the project site. regmr•mems Brno bla an -fb,m•nces.cnnsv„rrn" • An portion of the DQV that Is not Infiltrated,narvested and used,eva span remem^lioa ss�oieana a Hosea roriospeent copses Community Development Department for any sign(s)installed at the project site. Development,or their designee.Light fixtures shall Compliment the architectural Style of the Y P po-transpired, awned by a Fire Beaodmem. buildings onsite. and/or bio-treated shall be treated and discharged in accordance with the requirements Page 2 of 17 Appl t i Niels Page 3 of 17 -- __ Page 7 of 17 Conditions of Approval Conditions of Approval PA 2019-77/CUP 2019-20/IDR 2019-01 PC:TBD PA 2019-77/CUP 2019-20/IDR 2019-01 PC:TBD Conditions/Approval PA 2019-77/CUP 2019-20/IDR 2019-01 PC:TBD W 26. Compliance with Code. All design components shall comply with applicable provisions of the truss manufacturer engineer. 0 the 2019 edition of the California Building,Plumbing and Mechanical Codes:2019 California 62. All overhead utilities shall be undergrounded in accordance with Chapter 16.64 of the Lake J LL Electrical Code; California Administrative Code, 2019 California Energy Codes, 2019 Prior to Issuance of Grading Permits) Elsinore Municipal Code(LEMC) Q LL California Green Building Standards,California Title 24 Disabled Access Regulations,and > 0 Lake Elsinore Municipal Code. 35. Onsite Water and Sewer Plans.Onsite water and sewer plans,submitted separately from 63 Underground water rights shall be dedicated to the City pursuantto the provisions of Section the building plans,shall be submitted to Building and Safcty for revicw and approval. 16.52.030(LEMC), and consistent with the City's agreement with the Elsinore Valley F 27. Green Measures.The application shall provide 10%voluntary green measures on the Municipal Water District. Z project,as stipulated by the 2019 California Green Building Standards. 36. Demolition Permits.A demolition permit shall be obtained if there is an existing structure to LLJ be removed as part of the project. 64. The developer shall apply for,obtain and submit to the City Engineering Division a letter W Z 28. Disabled Access.Applicant shall provide details of all applicable disabled access provisions from Southern California Edison(SCE) indicating that the construction activity will not Q Q and building setbacks on plans to include: Prior to Issuance of Building Penmit(s) interfere with existing SCE facilities(aka SCE NIL). LL a. All ground floor units to be adaptable. 37. Plans Require Stamp of Registered Professional.Applicant shall provide appropriate stamp 65. The developer shall submit a copy of the"WII Serve"letter to the City Engineering Division p b. Disabled access from the public way to the entrance of the building. of a registered professional with original signature on the plans.Provide C.D.of approved from the applicable water agency stating that water and sewer arrangements have been LLI c. Van accessible parking located as close as possible to the main entry. plans to the Building Division. made for this project and specify the technical data for the water service at the location, (n 11 d. Path of accessibility from parking to furthest point of improvement. such as water pressure and volume etc. Z e. Path of travel from public right-of-way to all public areas on site,such as clubhouse, Prior to Beginning of Construction O N trach enclosure tot lots and picnic areas. IMPROVEMENTS 38. Pre-Construction Meeting.A pre-construction meeting is required with the building inspector 29. Street Addressing.Applicant must obtain street addressing for all proposed buildings by prior to the start of the building construction. ~ W Design requesting street addressing and submitting a site plan for commercial or multi-family residential projects or a recorded final map for single-family residential projects.It takes 10 ENGINEERING DEPARTMENT 66. Sight distance into and out of the project location shall comply with CALTRANS Standards. Z Q days to issue address and notify other agencies O _ General 67. The developer shall install blue dot markers in the roadway at a right angle to Fire Hydrant 30. Obtain Approvals Prior to Construction.Applicant must obtain all building plans and permit locations per Lake Elsinore Standards. approvals prior to commencement of any construction work. 39. All slopes and landscaping within public right-of-way shall be maintained by the property owner or property owner's association or another maintenance entity approved by the City 68. Flood control-10 year storm runoff shall be contained within the curb and the 100 year E 31. Obtaining Separate Approvals and Permits.Trash enclosures,patio covers,light standards, Council. All open space and slopes except for public parks and schools and flood control storm runoff shall be contained within the street right-of-way.When either of these criteria o a N m and any block walls will require separate approvals and permits. district facilities,outside the public right-of-way shall be owned and maintained by property are exceeded,drainage facilities shall be provided. 0 9 = m owner or property owner's association. E m o 0 m 32. Sewer and Water Plan Approvals.On-site sewer and water plans will require separate 69. All drainage facilities in this project shall be constructed to Riverside County Flood Control approvals and permits. 40. In accordance with the City's Franchise Agreement for waste disposal&recycling,the District Standards. o z + o developer shall be required to contract with CR&R Inc.for removal and disposal of all waste ; ti o 33. House Electrical Meter.Applicant shall provide a house electrical meter to provide power material,debris,vegetation and other rubbish generated during cleaning,demolition,clear o m for the operation of exterior lighting,irrigation pedestals and fire alarms stems for each and grubbing or all other phases of construction. 70. A drainage study shall st provided.The study shall identify the following:identify storm + w 9 p Y 9 P water runoff from and upstream of the site;show existing and proposed off-site and onsite building on the site. Developments with single user buildings shall clearly show on the plans z y how the operation of exterior lighting and fire alarms stems when a house meter is not 41. Developer shall mitigate to prevent an flooding and/or erosion downstream caused b drainage facilities;and include a capacity analysis verifying the adequacy to the facilities. o g Pe 9 9 Y P 9 P y 9 y The drainage system shall be designed to ensure that runoff from a 10-yr stone of 6 hours w + w specifically proposed. development of the site and or diversion of drainage. or 24 hours duration under developed condition is equal or less than the runoff under o z a existing conditions of the same storm frequency.Both 6 hour and 24 hour storm duration saw At Plan Review Submittal 42. All required hydrology and hydraulic reports shall be prepared by a Registered Civil shall be analyzed to determine the detention basin capacities necessary to accomplish the w Engineer.All required soils,geology,and seismic reports shall be prepared by a Registered desired results. w N y 34. Submitting Plans and Calculations. Applicant must submit to Building and Safety four(4) Geotechnical Engineer. a g a complete sets of plans and two(2)sets of supporting calculations for review and approval 71. All natural drainage traversing the site shall be conveyed through the site, or shall be including: STORM WATER MANAGEMENT/POLLUTION PREVENTION/NPDES collected and conveyed by a method approved by the City Engineer.All off-site drainage,if a. An electrical plan including load calculations and panel schedule,plumbing schematic, Design different from historic flow,shall be conveyed to a public facility. and mechanical plan applicable to scope of work. 72. Roof drains shall not be allowed to outlet directly through coring in the street curb.Roofs EVOT.LaKe BATE b. A Sound Transmission Control Study in accordance with the provisions of the Sectlon 43. The project is responsible for complying with the Santa Ana Region NPDES Permits as should drain to a landscaped area. ED 6/08/21 1207,of the 2019 edition of the California Building Code. warranted based on the nature of development and/or activity. These Permits include: BY JOB ND. c. A precise grading plan to verify accessibility for the persons with disabilities. General Permit-Construction 73. The site shall be planned and developed to keep surface water from entering buildings 1__1 d. Truss calculations that have been stamped by the engineer of record of the building and Deminimus Discharges (California Green Building Standards Code 4.106.3). SI f) re I D ION Per it# 1213 Dat :10/25/2021 9:38:14 AM -.:a Page 5 of 17 - Page 6 of 17 _ Page 10 of 17 _FATOF SHEE S APPROVED PA 2019-77/CUP 2019-20/IDR 2019-01 PC:TBD PA 2019-77/CUP 2019-20/IDR 2019-01 IL set forth in Section XII.G. Post-Construction 99. Developer shall pay all grading permit applicable processing,permit,security. IL 48, Parking lot landscaping areas shall be designed to provide for treatment, retention or Q infiltration of runoff. 58. Prior to the issuance of a certificate of use and/or occupancy, the applicant shall PRIOR TO ISSUANCE OF A BUILDING PERMIT IL 49. Project hardsca a areas shall be designed and constructed to provide for drainage into demonstrate compliance with applicable NPDES permits for construction, Q 1 P g P g industdal/commercial,MS4,etc.to include: 100. Provide final soils and geology report, including recommendations for parameters for adjacent landscape. Demonstrate that the project has complied with all non-structural BMPs described in seismic design of buildings,and walls prior to building permit. ILI W. The project shall implement Slate Water Quality Control Board and City approved full the project's WQMP. o REVISIONS I DATEI ev capture trash devices. This shall include installation of connector pipe screens on all onsite • Provide signed,notarized certification from the engineer of work that the structural 101.All street improvement plans and signing and striping plans shall be completed and catch basins and all offsite catch basins to which the project discharges. BMP's identified in the project's WQMP are installed in conformance with approved approved by the City Engineer. plans and specifications and operational. Ld 51_ Trash enclosure shall be covered and bermed to prevent discharge. • Submit a copy of the fully executed, recorded City approved Operations and PRIOR TO OCCUPANCY 0:� O Maintenance(O&M)Plan and Agreement for all structural BMPs or a copy of the Q recorded City approved CC&R. 102.All signing and striping and traffic control devices for the required improvements of this Z 52. If CEQA identifies resources requiring Clean Water Act Section 401 Permitting,the applicant development shall be installed. LC) shall obtain certification through the Santa Ana Regional Water Quality Control Board and Provide documentation of annexation into a CFD for funding of facilities to be P (n N provide a copy to the Engineering Division. maintained by the City. . Demonstrate that copies of the project's approved WQMP(with recorded 0&M Plan or 103.All public improvements shall be completed in accordance with the approved plans or as J 53, All storm drain inlet facilities shall be appropriately marked"Only Rain in the Storm Drain" CC&R's attached)are available for each of the initial occupants(commercial/industrial) condition of this development to the satisfaction of the City Engineer. W using the City authorized marker. or PICA as appropriate. Q . Agree to pay for a Special Investigation from the City of Lake Elsinore for a date twelve 104. Proof of acceptance of maintenance responsibility of slopes,open spaces,landscape areas, W V U 54. The project shall use either volume-based and/or flow-based criteria for sizing BMPs in (12)months after the issuance of a Certificate of Use and/or Occupancy for the project and drainage facilities shall be provided. Y accordance with NPDES Permit Provision XII.D.4. to verify compliance with the approved WQMP and O&M Plan. A signed/sealed J certification from the engineer of work dated 12 months after Certificate of Occupancy 105.As-built plans for all approved plan sets shall be submitted for review and approval by the Construction y Z W will be considered in lieu of a Special Investigation b the City. City. As-built plans are required as a function of project closeout. Z . Provide the City with a digital.pdf copy of the Final WQMP. 55. A Storm Water Pollution Prevention Plan(SWPPP)(as required by the NPDES General 106. In the event ll damage to City roads from hauling or other construction related activity, Z LL Construction Permit)and compliance with the Green Building Code for sediment and 59. Chemical Management-Prior to the issuance of building permits for any tank or pipeline, applicant shall pay full cost of restoring public roads to the baseline condition. Z erosion control are required for this project. the uses of said tank or pipeline shall be identified and the applicant shall submit a Chemical (n 107.All final studies and reports,grade certifications,monument certifications(with tie notes � Management Plan in addition to a WQMP with all appropriate measures for chemical J 56. Prior to grading or building permit for construction or demolition and/or weed abatement management (including, but not limited to, storage, emergency response, employee delineated on 8%il 11"mylar,shall to submitted in.tif format on a CD/DVD. Studies and W activity projects subject to coverage under the NPDES General Construction Permit shall training, spill contingencies and disposal) in a manner meeting the satisfaction of the reports include,Soils,Seismic,Hydrology,Hydraulics,Grading,SWPPP,WQMP,etc. 1 9 9, P 9 P ) � 9 Q demonstrate that compliance with the permit has been obtained by providing a copy of the Manager, Permit Intake,in consultation with the Riverside County Fire Department and Of Cfl W Notice of Intent(N01)submitted to the State Water Resources Control Board and a copy of wastewater agencies,as appropriate,to ensure implementation of each agency's respective 108. All street improvements including signing and striping onsite and project adjacent sections W the notification of the issuance of a Waste Discharge Identification(WDID)Number or other requirements.A copy of the approved"Chemical Management Plans"shall be furnished to of Flint Street shall be installed. > Y proof of filing to the satisfaction of the City Engineer.A copy of the SWPPP shall be kept at the Fire Marshall,prior to the issuance of any Certificates of Use and Occupancy. 109. Prior to grading or building permit close-out and/or the issuance of a certificate of use or a the project site,updated,and be available for review upon request. 60. Industrial Facilities-Subject to California's General Permit for Stormwater Discharges certificate of occupancy,developer shall: 57. Erosion&Sediment Control-Prior to the issuance of any grading or building permit for Associated with Industrial Activity as defined by Standard Industrial Classification(SIC) o Demonstrate that all structural BMPs have been constructed, installed and are construction or demolition,the applicant shall submit for review and approval by the City Code. functioning in conformance with approved plans and specifications and the WQMP Engineer,an Erosion and Sediment Control Plan as a separate sheet of the grading plan . Prior to grading or building permit close-out and/or the issuance of a certificate of use through completion of City's Water Quality Certification Form; submittal to demonstrate compliance with the City's NPDES Program and state water quality and occupancy,the applicant shall demonstrate that compliance with the permit has o Demonstrate that the prepared to implement all non-structural BMPs included in AP regulations for grading and construction activities. The Erosion and Sediment Control Plan been obtained by providing a copy of the Notice of Intent(NOI)submitted to the State the conditions of approval are P P P ROYAL roval or building/grading permit conditions; Rroereiae co ry Fire oepznmom shall identify how all construction materials,wastes, grading or demolition debris, and Water Resources Control Board and a copy of the notification of the issuance of a once or eFim Marshal stockpiles of soil,aggregates,soil amendments,etc.shall be property covered,stored and Waste Discharge Identification(WDID)Number or other proof of filing to the satisfaction o Demonstrate that adequate number of copies of the approved project specific secured to prevent transport into local drainages or waters by wind, rain, tracking, or of the City Engineer. WQMP are availabllee for the future owners/occupants;and By; FSS EVIN SHIN o The developer shall provide all education guidelines for Water Quality Management dispersion. The plan shall also describe how the project will ensure that all BMPs will be Practices to the tenants,operators and owners of the businesses of the development, 1/26rzo21 maintained during construction of any future right of ways. A copy of the plan shall be UTILITIES regarding the environmental awareness on good housekeeping practices that Tha prop dpi­ d pe a aao saves"ot Parma mo incorporated into the SWPPP and kept updated as needed to address changing contribute to protection of storm water quality and meet the oats of the approved moir,uon,eoiouo�,om�:o�orfamy marranono�or r,�y circumstances of the project site,be kept at the project site and available for review upon 61. All arrangements for relocation of utility company facilities(power poles,vaults,etc.)out of P q Y 9 PP yuli a Tift zaor y-IOWl n.,co.svra request. the roadway shall be the responsibility of the property owner or his agent. WQMP in the Riverside County NPDES Drainage Area Management Plan. Contact a o una aor,d eheo=ea Depai9 eo�P�,no"e= the City NPDES Coordinator for handouUguideline information. re 1:,4:a,,, -I Page 8 of 17 - - - ,_,ni..a: Page 9 of 17 Page 13 of 17 Conditions of Approval Conditions of Approval Conditions of Approval PA 2019-77/CUP 2019-20/IDR 2019-01 PC:TBD PA 2019-77/CUP 2019-20/[DR 2019-01 PC:TBD PA 2019-77/CUP 2019-20/IDR 2019-01 PC:TBD W indicate existing drainage pattern. I hereby state that I acknowledge receipt of the approved Conditions of Approval for the above 0 74. All existing storm drain inlet facilities adjacent to the subject properties shall be retrofitted named project and de hereby agree to accept and abide by all Conditions ol'Approval as approved with a storm drain filter;all new storm drain inlet facilities constructed by this project shall 86. The grading plan shall show that no structures,landscaping,or equipment are located near by the City Council of the City of Lake Elsinore on . I also acknowledge that all J L� include a storm drain filter. the project entrances that could reduce sight distance. Conditions shall be met as indicated. ; W 75. All Public Works requirements shall be complied with as a condition of development as 87. If the grading plan identifies alterations in the existing drainage patterns as they exit the site, Date: O specified in the Lake Elsinore Municipal Code(LEMC)and Lake Elsinore Public Works a Hydrology and Hydraulic Report for review and approval by City Engineer shall be required Z Standard Plans. prior to issuance of grading permits. All grading that modifies the existing flow patterns and/or topography shall be approved by the City Engineer. Applicant's Signature: 11 LLJ 76. The owner shall dedicate in fee title to the City right-of-way along Flint Street adjacent to the Q Z property frontage for a total right-of-way of 30'wide from centerline to the project property 88. The developer shall obtain all necessary off-site easements and/or permits for off-site Q line. grading and the applicant shall accept drainage from the adjacent property owners. Print Name: LL 77. Street improvement plans shall be prepared by a Registered Civil Engineer and the plans Permit/Construction: LL] shall include curb and gutter,sidewalk,ac pavement,street lighting,median,and drainage Address: W improvements. 89. Developer shall execute and submit grading and erosion control agreement,post grading security and pay permit fees as a condition of grading permit issuance. Z 78. If existing improvements are to be modified,the existing improvement plans on file shall be O N modified accordingly and approved by the City Engineer priorto issuance of building permit. 90. A preconstruction meeting with the City Public Works Inspector(Engineering Division)is Phone Number: required prior to commencement of ANY grading activity. ~ W Permitting/Construction 0 (n 91. Developer shall provide the city with a copy of the Notice of Intent(NOI)and Waste Z Q 79. An Encroachment Permit shall be obtained prior to any work on City and/or State right-of- Discharge Identification(WDID)letter issued by the Regional Water Quality Control Board O _ way. The developer shall submit the permit application, required fees and executed for the National Pollutant Discharge Elimination System(NPDES)program U W agreements,security and other required documentation prior to issuance. 92. Prior to commencement of grading operations,developer is to provide to the City with a map 80. All compaction reports, grade certifications, monument certifications (with tie notes of all proposed haul routes to be used for movement of import/export material. All such delineated on 8 W x 11"Mylar)shall be submitted to the Engineering Division before final routes shall be subject to the review and approval of the City Engineer.Haul route shall be o < n a inspection of public works improvements will be scheduled and approved. submitted prior to issuance of a grading permit. Hauling in excess of 5,000 cy shall be o 9 z a N approved by City Council.(LEMC 15.72.065) m o m 81. All streets shall be constructed per Lake Elsinore City Standards and/or applicable specific plan.Any deviation from City standards shall be approved by the City Engineer. 93. Import/Export sites located within the Lake Elsinore City limits must have an active grading Y permit. ; U Acceptance of Improvements o W o 94. Applicant to provide to the City a video record of the condition of all proposed public City ¢ + w m 82. The developer shall submit a written request for acceptance to the City Engineer. haul roads. In the event of damage to such roads,applicant shall pay full cost of restoringco z o y public roads to the baseline condition.A bond may be required to ensure payment of 83. As-built plans shall be completed and signed by the City Engineer. damages to the public right-of-way,subject to the approval of the City Engineer. o + g o z a GRADING 95. All grading shall be done under the supervision of a geotechnical engineer. Slopes steeper z r1 w than 2 to 1 shall be evaluated for stability and proper erosion control and approved by the o W Design City. N 5 i 84. A grading plan signed and stamped by a California Registered Civil Engineer shall be 96. A copy of the current SWPPP shall be kept at the project site and be available for review submitted for City review and approval for all addition and/or movement of soil(grading)on upon request. the site.The plan shall include separate sheets for erosion control,haul route and traffic control. The grading submittal shall include all supporting documentation and be prepared 97. Approval of the project Water Quality Management Plan(WQMP)for post construction shall using City standard title block, standard drawings and design manual (available at be received prior to issuance of a grading permit. SCALE - www.lake-elsinore.org). NO OTED 6/0a/21 98. Submit an approved environmental clearance document to the Engineering Division, This DWN. BY B O. 85. All grading plan contours shall extend to minimum of 50 feet beyond property lines to approval shall identify and clear all proposed grading activity anticipated for this project. Z O 2 e SID re I ION Per it# 1- 213 Apprc.nes rj,iel,_ Page 11 of 17 Page 12 of 17 - Page 16 of 17 Dat :10/25/2021 9:38:15 AM OF SHEETS APPROVED PA 2019-77/CUP 2019-20/IDR 2019-01 PC:TBD PA 2019-77/CUP 2019-20/IDR 2019-01 IL set forth in Section XII.G. Post-Construction 99. Developer shall pay all grading permit applicable processing,permit,security. IL 48, Parking lot landscaping areas shall be designed to provide for treatment, retention or Q infiltration of runoff. 58. Prior to the issuance of a certificate of use and/or occupancy, the applicant shall PRIOR TO ISSUANCE OF A BUILDING PERMIT IL 49. Project hardsca a areas shall be designed and constructed to provide for drainage into demonstrate compliance with applicable NPDES permits for construction, Q 1 P g P g industrial/commercial,MS4,etc.to include: 100. Provide final soils and geology report, including recommendations for parameters for adjacent landscape. Demonstrate that the project has complied with all non-structural BMPs described in seismic design of buildings,and walls prior to building permit. ILI W. The project shall implement Slate Water Quality Control Board and City approved full the project's WQMP. o REVISIONS I DATEI ev capture trash devices. This shall include installation of connector pipe screens on all onsite • Provide signed,notarized certification from the engineer of work that the structural 101.All street improvement plans and signing and striping plans shall be completed and catch basins and all offsite catch basins to which the project discharges. BMP's identified in the project's WQMP are installed in conformance with approved approved by the City Engineer. plans and specifications and operational. Ld 51_ Trash enclosure shall be covered and bermed to prevent discharge. • Submit a copy of the fully executed, recorded City approved Operations and PRIOR TO OCCUPANCY 0:� O Maintenance(O&M)Plan and Agreement for all structural BMPs or a copy of the Q recorded City approved CC&R. 102.All signing and striping and traffic control devices for the required improvements of this Z 52. If CEQA identifies resources requiring Clean Water Act Section 401 Permitting,the applicant development shall be installed. LC) shall obtain certification through the Santa Ana Regional Water Quality Control Board and Provide documentation of annexation into a CFD for funding of facilities to be P (n N provide a copy to the Engineering Division. maintained by the City. . Demonstrate that copies of the project's approved WQMP(with recorded 0&M Plan or 103.All public improvements shall be completed in accordance with the approved plans or as J 53, All storm drain inlet facilities shall be appropriately marked"Only Rain in the Storm Drain" CC&R's attached)are available for each of the initial occupants(commercial/industrial) condition of this development to the satisfaction of the City Engineer. W using the City authorized marker. or PICA as appropriate. Q . Agree to pay for a Special Investigation from the City of Lake Elsinore for a date twelve 104. Proof of acceptance of maintenance responsibility of slopes,open spaces,landscape areas, W V U 54. The project shall use either volume-based and/or flow-based criteria for sizing BMPs in (12)months after the issuance of a Certificate of Use and/or Occupancy for the project and drainage facilities shall be provided. Y accordance with NPDES Permit Provision XII.D.4. to verify compliance with the approved WQMP and O&M Plan. A signed/sealed J certification from the engineer of work dated 12 months after Certificate of Occupancy 105.As-built plans for all approved plan sets shall be submitted for review and approval by the Construction y Z W will be considered in lieu of a Special Investigation b the City. City. As-built plans are required as a function of project closeout. Z . Provide the City with a digital.pdf copy of the Final WQMP. 55. A Storm Water Pollution Prevention Plan(SWPPP)(as required by the NPDES General 106. In the event ll damage to City roads from hauling or other construction related activity, Z LL Construction Permit)and compliance with the Green Building Code for sediment and 59. Chemical Management-Prior to the issuance of building permits for any tank or pipeline, applicant shall pay full cost of restoring public roads to the baseline condition. Z erosion control are required for this project. the uses of said tank or pipeline shall be identified and the applicant shall submit a Chemical (n 107.All final studies and reports,grade certifications,monument certifications(with tie notes � Management Plan in addition to a WQMP with all appropriate measures for chemical J 56. Prior to grading or building permit for construction or demolition and/or weed abatement management (including, but not limited to, storage, emergency response, employee delineated on ,%il 11"mylar,shall to submitted in.tif format on a CD/DVD. Studies and W activity projects subject to coverage under the NPDES General Construction Permit shall training, spill contingencies and disposal) in a manner meeting the satisfaction of the reports include,Soils,Seismic,Hydrology,Hydraulics,Grading,SWPPP,WQMP,etc. 1 9 9, P 9 P ) � 9 Q demonstrate that compliance with the permit has been obtained by providing a copy of the Manager, Permit Intake,in consultation with the Riverside County Fire Department and Of Cfl W Notice of Intent(N01)submitted to the State Water Resources Control Board and a copy of wastewater agencies,as appropriate,to ensure implementation of each agency's respective 108. All street improvements including signing and striping onsite and project adjacent sections W the notification of the issuance of a Waste Discharge Identification(WDID)Number or other requirements.A copy of the approved"Chemical Management Plans"shall be furnished to of Flint Street shall be installed. > Y proof of filing to the satisfaction of the City Engineer.A copy of the SWPPP shall be kept at the Fire Marshall,prior to the issuance of any Certificates of Use and Occupancy. 109. Prior to grading or building permit close-out and/or the issuance of a certificate of use or a the project site,updated,and be available for review upon request. 60. Industrial Facilities-Subject to California's General Permit for Stormwater Discharges certificate of occupancy,developer shall: 57. Erosion&Sediment Control-Prior to the issuance of any grading or building permit for Associated with Industrial Activity as defined by Standard Industrial Classification(SIC) o Demonstrate that all structural BMPs have been constructed, installed and are construction or demolition,the applicant shall submit for review and approval by the City Code. functioning in conformance with approved plans and specifications and the WQMP Engineer,an Erosion and Sediment Control Plan as a separate sheet of the grading plan . Prior to grading or building permit close-out and/or the issuance of a certificate of use through completion of City's Water Quality Certification Form; submittal to demonstrate compliance with the City's NPDES Program and state water quality and occupancy,the applicant shall demonstrate that compliance with the permit has o Demonstrate that they are prepared to implement all non-structural BMPs included in regulations for grading and construction activities. The Erosion and Sediment Control Plan been obtained by providing a copy of the Notice of Intent(NOI)submitted to the State A PROVAL shall identify how all construction materials,wastes, grading or demolition debris, and Water Resources Control Beard and a copy of the notification of the issuance of a the conditions of approval or building/grading permit conditions; Riaeraide c unty Fire Departure e stockpiles of soil,aggregates,soil amendments,etc.shall be property covered,stored and Waste Discharge Identification(WDID)Number or other proof offiling to the satisfaction o Demonstrate that adequate number of copies of the approved project specific orroe u,e Fire Marshal secured to prevent transport into local drainages or waters by wind, rain, tracking, or of the City Engineer. WQMP are availabllee for the future owners/occupants;and o The developer shall provide all education guidelines for Water Quality Management BY: Fs KEVIN SHIN dispersion. The plan shall also describe how the project will ensure that all BMPs will be Practices to the tenants,operators and owners of the businesses of the development, 0/26/2021 maintained during construction of any future right of ways. A copy of the plan shall be UTILITIES regarding the environmental awareness on good housekeeping practices that incorporated into the SWPPP and kept updated as needed to address changing mVappra�aierpianaa ,ior cauana ureauo perm@ma project p project p gaments for relocation of utility contribute to protection C storm water quality and meet the goals of the approved miauon.daienea.p wy rramrrri... ,Cor ny circumstances of the ro ect site,be kept the ro'ect site and available for review upon s1. All erran y company facilities(power poles,vaults,etc.)out of reaa�remao�a mTwa zep ary rowiommapraa.cpnavpaapn request. the roadway shall be the responsibility of the property owner or his agent. WQMP in the Riverside County NPDES Drainage Area Management Plan. Contact anon raTam il.pp cia da.paaad mr mapacnon parpoaaa q Y P Y P Pa Y 9 uma approve by ma Fire Depadmaat. the City NPDES Coordinator for handouUguideline information. 1:,4:a,,, -I Page 8 of 17 - - - ,_,ni..a: Page 9 of 17 Page 13 of 17 Conditions of Approval Conditions of Approval Conditions of Approval PA 2019-77/CUP 2019-20/IDR 2019-01 PC:TBD PA 2019-77/CUP 2019-20/[DR 2019-01 PC:TBD PA 2019-77/CUP 2019-20/IDR 2019-01 PC:TBD W indicate existing drainage pattern. I hereby state that I acknowledge receipt of the approved Conditions of Approval for the above 0 74. All existing storm drain inlet facilities adjacent to the subject properties shall be retrofitted named project and de hereby agree to accept and abide by all Conditions ol'Approval as approved with a storm drain filter;all new storm drain inlet facilities constructed by this project shall 86. The grading plan shall show that no structures,landscaping,or equipment are located near by the City Council of the City of Lake Elsinore on . I also acknowledge that all J L� include a storm drain filter. the project entrances that could reduce sight distance. Conditions shall be met as indicated. ; W 75. All Public Works requirements shall be complied with as a condition of development as 87. If the grading plan identifies alterations in the existing drainage patterns as they exit the site, Date: O specified in the Lake Elsinore Municipal Code(LEMC)and Lake Elsinore Public Works a Hydrology and Hydraulic Report for review and approval by City Engineer shall be required Z Standard Plans. prior to issuance of grading permits. All grading that modifies the existing flow patterns and/or topography shall be approved by the City Engineer. Applicant's Signature: 11 LLJ 76. The owner shall dedicate in fee title to the City right-of-way along Flint Street adjacent to the Q Z property frontage for a total right-of-way of 30'wide from centerline to the project property 88. The developer shall obtain all necessary off-site easements and/or permits for off-site Q line. grading and the applicant shall accept drainage from the adjacent property owners. Print Name: LL 77. Street improvement plans shall be prepared by a Registered Civil Engineer and the plans Permit/Construction: LL] shall include curb and gutter,sidewalk,ac pavement,street lighting,median,and drainage Address: W improvements. 89. Developer shall execute and submit grading and erosion control agreement,post grading security and pay permit fees as a condition of grading permit issuance. Z 78. If existing improvements are to be modified,the existing improvement plans on file shall be O N modified accordingly and approved by the City Engineer priorto issuance of building permit. 90. A preconstruction meeting with the City Public Works Inspector(Engineering Division)is Phone Number: required prior to commencement of ANY grading activity. ~ W Permitting/Construction 0 (n 91. Developer shall provide the city with a copy of the Notice of Intent(NOI)and Waste Z Q 79. An Encroachment Permit shall be obtained prior to any work on City and/or State right-of- Discharge Identification(WDID)letter issued by the Regional Water Quality Control Board O _ way. The developer shall submit the permit application, required fees and executed for the National Pollutant Discharge Elimination System(NPDES)program U W agreements,security and other required documentation prior to issuance. 92. Prior to commencement of grading operations,developer is to provide to the City with a map 80. All compaction reports, grade certifications, monument certifications (with tie notes of all proposed haul routes to be used for movement of import/export material. All such delineated on 8 W x 11"Mylar)shall be submitted to the Engineering Division before final routes shall be subject to the review and approval of the City Engineer.Haul route shall be o < n a inspection of public works improvements will be scheduled and approved. submitted prior to issuance of a grading permit. Hauling in excess of 5,000 cy shall be o 9 z a N approved by City Council.(LEMC 15.72.065) m o m 81. All streets shall be constructed per Lake Elsinore City Standards and/or applicable specific plan.Any deviation from City standards shall be approved by the City Engineer. 93. Import/Export sites located within the Lake Elsinore City limits must have an active grading Y permit. ; U Acceptance of Improvements o W o 94. Applicant to provide to the City a video record of the condition of all proposed public City ¢ + w m 82. The developer shall submit a written request for acceptance to the City Engineer. haul roads. In the event of damage to such roads,applicant shall pay full cost of restoring z o y public roads to the baseline condition.A bond may be required to ensure payment of 83. As-built plans shall be completed and signed by the City Engineer. damages to the public right-of-way,subject to the approval of the City Engineer. o + g o z a GRADING 95. All grading shall be done under the supervision of a geotechnical engineer. Slopes steeper z a w than 2 to 1 shall be evaluated for stability and proper erosion control and approved by the o W Desian City. N 5 >_ 84. A grading plan signed and stamped by a California Registered Civil Engineer shall be 96. A copy of the current SWPPP shall be kept at the project site and be available for review submitted for City review and approval for all addition and/or movement of soil(grading)on upon request. the site.The plan shall include separate sheets for erosion control,haul route and traffic control. The grading submittal shall include all supporting documentation and be prepared 97. Approval of the project Water Quality Management Plan(WQMP)for post construction shall using City standard title block, standard drawings and design manual (available at be received prior to issuance of a grading permit. SCALE ogre www.lake-elsinore.org). NO oTED 6/0a/21 98. Submit an approved environmental clearance document to the Engineering Division, This DWN. BY B o. 85. All grading plan contours shall extend to minimum of 50 feet beyond property lines to approval shall identify and clear all proposed grading activity anticipated for this project. Z O 2 e SID re LPN G IV ION Per it# L 13 Apprcanes urinal::_ Page 11 of 17 .�•-,�.� : ._�- Page 12 of 17 - Page 16 of 17 Dat :10/25/2021 9:38:15 AM OF _F1 SHEETS APPROVED ILI O 1DATE BY WN 0:. SPATE OF CALIFORNIA STATE OF CALIFORNIA O Envelope Component Approach Envelope Component Approach 0 ro NRCC-ENV-E CALIFORNIA ENERGY COMMISSION NRCC-ENV-E CALIFORNIA ENERGY COMMISSION Z Ln CERTIFICATE OF COMPLIANCE NRCC-ENV-E CERTIFICATE OF COMPLIANCE NRCC{NV-E This document is used to demonstrate Compliance with mandatory requirements in 6110.8(a)and 6110.7l61 for newly constructed buildings,and 6141.01b11 for alterations,related to Project Name: River Towing&Impound Yard Report Page: (Page 2 of 10) roof,wall andfloor assemblies.It is also used to demonstrate compliance with prescriptive requirements in 6140.3 for newly Constructed buildings,and 6141.0 for additions and JPFj,ct Address: 1146 West Flint Street Date Prepared: 6/9/2021 J 0) alterations,related to roof,wall,floor,door,fenestration and daylighting requirements. LJJ Project Name: River Towing&Impound Yard Report Page: (Page 1 of to) < Project Address: 1146 West Flint Street Date Prepared: 6/9/2021 C.COMPLIANCE RESULTS w Results in this table are automatically calculated from data input and calculations in Tables F through L Note:If ony cell on this table says"COMPLIES with Exceptional Conditions"refer A.GENERAL INFORMATION to Table D.Exceptional Conditionsforguidonce orsee the applicable table referenced below 01 Project Location(city) Lake Elsinore OS R of Stories(Habitable Above Grade) 1 Opaque Envelope Components Daylighting Spaces> w x Roof Assembly Roofing Materials Walls Floors Doors Fenestration S 000(tz Compliance Results Z 02 2ipcode 92530 06 Total Conditioned Floor Area(ft) 1000 03 Climate Zone 10 07 Total Unconditioned Floor Area(ft') 0 01 02 03 04 05 06 07 D8 CD J O Occupancy Types Within Project:(select all that apply):If one occupancy (See Table F) (See Table G) (See Table H) (See Table 1) (See Table J) (See Table K) (See Table L) COMPLIES Z LL z 04 constitutes-80%of the conditioned floor area,the entire building 08 ❑ Project includes unconditioned enclosed space(s)>5,000 ft'under a roof with a ceiling Yes Yes Yes Yes yes _ envelope may be designed to comply with the provisions of that Occupancy height of at least 15ILI O J per 1D0.O f. D.ExcEpTIONAL CONDITIONS All N a onresidential,including Relowtable Public School This table is auto-filled with uneditable comments because ofselections made ordato enteredin tables throughout the farm. w ® Building certified for use in one climate zone Occupancy: Elll Relocatable Public School Building for use in ❑ High-Rise Residential ❑ Hotel/Motel Guest Rooms climate zones Occupancy:E Occupancy:R-2/R-3 I Occupancy:R-1 Q A/B/E/F/H/M/S/U E.ADDITIONAL REMARKS ch W 'FOOTNOTE:Enclosed spcoses>5,000 ftz directly under roof with ceiling height>15 ft in climate zones 2 through 15 are required to meet the minimum daylighting requirements This table includes remarks made by the permit applicant to the Authority Having Jurisdiction. L.I..I defined in 4140.3&J.Compliance with 6140,31c, is documented in Table L.This is the only prescriptive requirement which applies to unconditioned spaces. > B.PROJECT SCOPE F.ROOF ASSEMBLY SCHEDULE This table demonstrates compliance forprescriptive roof assembly requirements in 4140.3lakIB for n construction or additions,or 4141.0/b)2Biii for alterations, ThistablJ1 an 2foraddienvelope Components within the permit application demonstrating compliance using the prescriptive paths outlined in 340.3 and 4141.0/OII and D1 Indicate roof 4141.0lbli and 2 far additions and alterations. types included in the project: ®Framed 101SIP5 1015pan Deck&Concrete 101metal Panels 10IMetal Building My project consists of(check all that apply) Component Types Framed Roof Assemblies 01 02 01 ® Include Framed Roof Assemblies in Area Weighted Average U-factor Calculation' ® New Construction or Newly Conditioned Space Z Walls ® Exterior Doors 02 03 04 05 06 ❑ One or more enclosed spaces>5,000 ftz directly under roof with ceiling height>15ft ® Roof ❑ Floors ® Fenestration/Glazing Doors' Tag/Plan Detail ID Name/Description Status Exception to Roof Insulation Requirements in 4141.Otb12Bm(AILS.Only) Occupancy Type ❑ Addition of conditioned space ❑ Walls ❑ Exterior Doors R-38 Roof Attic Roof New Nonresidential/ ❑ One or more enclosed spaces>5,ODO ftz directly under roof with ceiling height>15ft ❑ Roof ❑ Floors ❑ Fenestration/Glazing Doors' Relocatable 1 CZ Cl Alteration of conditioned space ❑ Roof Assembly ❑ Walls Exterior Doors NA.for Alts. ❑ One or more enclosed spaces>5,000 ft'directly under roof with ceiling height>15ft El Roofing Material ❑ Floors ❑ Fenestration/Glazing Doors and lighting system installed for the first time 'FOOTNOTE:Doors that are more than one-half glass in area are Considered Glazed Doors and should be documented on table K with fenestration. Registration Number: Registration Date/rime: Registration Provider:Energysoft Registration Number: Registration Daniell— Registration Provider:Energysoft CA Building Energy Efficiency Standards-2019 Nonresidential Compliance Report Version:2019.1.003 Report Generated:2021-06-09 D9:28:46 CA Building Energy Efficiency Standards-2019 Nonresidential Compliance Report Version:2019.1.003 Report Generated:2021-06-0909:28:46 Schema Version:rev 20200601 Schema Version:rev 2020W01 STATE OF CALIFORNIA STATE OF CALIFORNIA Envelope Component Approach Envelope Component Approach NRCC-ENIE CALIFORNIA ENERGY COMMISSION NRCC-ENV-E CALIFORNIA ENERGY COMMISSION CERTIFICATE OFCOMPLIANCE NRCC-ENV-E CERTIFICATED COMPLIANCE NRCC-ENV-E ProjM Name: River Towing&Impound Yard Report Page: (Page 3of 10) PmjM Name: River Towing&Impound Yard Report Page: (Page 4of 10) w PmjM Address: 1146 Wert Film Slree[Date Prepared: 6/9/2021 PmjMAddress: 1146 West Flint Street Date Prepared: 6/9/2021 F.ROOF ASSEMBLY SCHEDULE G.RATED ROOFING MATERIAL(COOL ROOF) LL LL 07 08 09 10 11 12 13 14 15 This table demonstrates compliance with prescriptive roof material requirements in 4140.3la)IA for new construction or additions,or 4141.0(b)2B for alterations. O How Design Cavity Continuous Thermal Required 01 02 03 04 05 06 eW07 08 09 10 Tag/Plan Detail Roof Type& Frame Spacing per on per per Design 7a Plan Roof Re deter rwas Insulation Insulati Performance Thermal U-factor Desi Net Areas ftt ID determined Frame Material Depth Design Desi Unit Performance B/ Name/Description Status Occupancy Type Roof Material Compliance Method erired Minimum Designed Material A,senirof g Bn Detail ID Slope Material Performance Performance Assembly z per1A4 Reflectance 0.2 Reflectance 0.2 iJJ Roof JA4 Tables Wood 38.0 oD U-factor 0.034 per Software/ 1000 R-38 Roof Roof New Nonresidential/ -2:12 To Be Determined Solar Reflectance Emittance 0.75 Emittance 0.75 Other 0.025 Attic Relocatable 1 CZ (Steep) (Aged)/Emittance Z SRI SRI Q 'FOOTNOTES:If any individual assembly is non-compliant,assemblies may show compliance using an area-weighted calculation.Metal building reefs may not be combined with other roof types.The area-weighted compliance option is not available for alterations demonstrating Compliance with R-values in Table 141.0{. H.WALL ASSEMBLY SCHEDULE U 'If"It-value"is shown in cell 13 as the Thermal Performance Unit,the R-value shown here is for Continuous insulation per Table 141.0-C. This table demonstrates compliance with prescriptive wall assembly requirements in 4140.3(a)2 and 4140.3(a)3 for new constructions or additions,or mandatory wall assembly O z Roof area minus anyfenestration/skylight area requirements in 4141.0/bj1B for alterations. /l LLJ Structural Insulated Panels(SIPS)Roof/Ceiling Assemblies 01 Indicate wall types included in the project:' ®Framed ❑Mass(new only) ❑Concrete Sandwich Panel(new only) ❑SIPS ❑ICF(new only) AJ This section does not apply to this project. ❑Metal Panels ❑Metal Building ❑Spandrel/Curtain Wall ❑Straw Bale ❑Log Home(new only) Span Deck And Concrete Roof Assemblies 'FOOTNOTES:Wall types indicated above as"(new only)"do not have Title 24,Part 6 requirements for alterations.New construction and additions do have requirements andshould be N This section does not apply to this project. clicked above and compliance demonstrated within this table. N Framed Walls ELJ Metal Panel Assemblies 01 ❑ Calculate Area-Weighted Average U-factor for Metal Framed Walls' V) This section does not apply to this project. 02 1 ® Include Wood Framed Walls in Area-Weighted Average U-factor Calculation' J Q Metal Building Roof Assemblies This section does not apply to this project. 03 04 OS 06 07 O8 09 10 11 12 1e How Design Cavity Continuous Thermal Required Net Area-Weighted Average U-factor Compliance Calculation for Framed/SIPS/Span Deck&Concrete/Metal Panel Roofs Tag/Plan Detail Occupancy& Frame Material, B g P U-factor was Location Insulation per Insulation per Performance Thermal U-factor per Design Areas ID Status determined Spacing&Depth Desi Design Unit Performance ft' Ol 02 03 04 OS gn gn Area-weighted U-factor for Roof Type Compliance Results Using Area-Weighted per1A4 0 < n a Roof Type Total Area of Roof Type(k') Nonresidential/Require N m d Designed Calculation Option Exterior Front Wood 1/2"gyp 16" per r o= N Relocatablel 1A47ables Exterior wall R21 2.0 U-factor 0.059 302 0 9 z Framed 1000 0.034 0.025 Wall CZ:New OC Software/�O.059 E m O o to Total for all Roof Types: 1DD0 0.034 0.025 COMPLIES Other ® z ac ti Area-Weighted Average U-factor Compliance Calculation for Metal Building Roof o z + M This section does not apply to this project. c W in Y in + Registration Number: Registration Date/rme: Registration Provider:Energysoft Registration Number: Registration Date/Tme: Registration Provider.Energysaft N N O CA Building Energy Efficiency Standards-2019 Nonresidential Compliance Report Version:2019.1.003 Report Generated:2021-06-0909:28:46 CA Building Energy Efficiency Standards-2019 Nonresidential Compliance Report Version:2019.1.003 Report Generated:2021-06-0909:28:46 m ry In O uo on Schema Version:rev 20200601 Schema Version:rev 20200601 p + Y K 5uo O N uoz n o w N M Y m APPROVAL of n g Rivelsitle County Fire Depadment is- Office.,Ile Fire Marshal BY: FSS KEWN SHIN 10/26/2021 SCALE DATE TheappravalMplana ana spamepatipna aoaa Rot paaniuna NOTED 6/09/21 violation,deletion,omissbn orf 10ra i.n..on of any requirements MTille 26 or any Local fx in cd.npsauctian DWN. BY JOB NO. shall remain accessible ana th,,Fi tl fin in ,,non PurPasps umil avvro.aa 6v ma Fire oavammem. �o . a e nsincre t �rD�N DIV N Per it#B D 21 1 3 Dat :10/25/2021 9:38:15 AM OF SHEETS APPROVED ILI O 1DATE BY W STATE OF CALIFORNIA SLATE OF CALIFORNIA N O Envelope Component Approach Envelope Component Approach LJ_ NRCC-ENV-E CALIFORNIA ENERGY COMMISSION NRCC-ENV-E CALIFORNIA ENERGY COMMISSION Z ro [ERTIFICATEOFCOMPLIANCE NRCC-ENV-E CERTIFICATE OF COMPLIANCE NRCC.ENV-E �r�s L�L JI Project Name: River Towing&Impound Yard Report Page: (Page6of 10) Project Name: River Towing&Impound Vard Report Page: (Page 6of 10) V/ N Project Address: 1146 West Flint Street Date Prepared: 6/9/2021 Project Address: 1146 West Flint Street Date Prepared: 6/9/2021 _j 0) W H.WALL ASSEMBLY SCHEDULE 11.FLOOR ASSEMBLY SCHEDULE w I— Q 03 04 05 06 07 08 09 10 11 12 13 IThis section does not apply to this project. Y U How Design Cavity Continuous Thermal Required Net Tag/Plan Detail Occupancy& Frame Material, U-factor was Location Insulation per Insulation per Performance Thermal U-factor per Design Areas J.EXTERIOR DOOR SCHEDULE LjID Status determined Spacing&Depth Design Design Unit Performance fts z 8 R This table demonstrates compliance with prescriptive exterior door requirements in 4140.3l017 for new construction or additions.Doors which are being replaced(alterations)do not _ per JA4 need to be documented in this table because there are no Title 24,Part 6 requirements that apply.Exterior doors separate conditioned space from unconditioned space orfrom ambient (' J Nonresidential/ air Doors that are more than one-half glass in area are considered Glazed Doors and should be documented on Table K with fenestration per Table B. II� Exterior eft Wood 1/2"gyp 16" per Z L.L Wall Relocatablel lA4 Tables Exterior wall CC R21 2.0 U-factor 0.059 Software/ 0.059 234 01 02 03 04 OS 06 07 z CZ:New Other Maximum - Tag/Plan Detail ID Name/Description Occupancy Type Door Type Door Insulation U-factor per Design per JA4 Allowed U-factor Q Nonresidential/ J Exterior Rear Relocatable 1 JA4 Tables Exterior wall Wood 1/2"gyp 16" R 21 2.0 U-factor 0.059 per 400 Insulated Door Nonresidential/Relocatable 1 CZ Swinging Any other wood door 0.7 per lA4 0.5 ~ s w Wall CZ:New OC Software/ 0.059 Other K.FENESTRATION AND GLAZED DOOR SCHEDULE Q Nonresidential/ per1A4 This lab demonstrates compliance with prescriptivefenestration requirements in 140.3 a5 for new constructions or additions,or 4140.1(b)1Afor alterations.Exterior doors that are of (D W Exterior Right Wood 1/2"gyp 16" per re than one-half glass in area are considered Glazed Doors and should be documented on this table with fenestration. w Y Relocatablel JAI Tab7E-erorall R21 2.0 U-factor 0.059 234 Wall OC Software/ 0.059 01 Indicate fenestration p j > CZ:New types included in the ro ect:' ❑Vertical(alterations) IN (new) ❑Skylights ❑Glazed Doors(new only) Other 'FOOTNOTES:Floor types indicated above "(new )"do not have Title 24,Part 6 requirements for alterations.New construction and additions do have requirements and should be 'FOOTNOTES:If any individual assembly isnon-compliant,assemblies may show compliance using an area-weighted calculation.Metal framed walls may not be combined with other clicked above and compliance demonstratedd within this table. wall types.Woodframed walls are combined with SIPS,spandrel&curtain,metal panel and straw bale wall types.The area-weighted compliance option is not avoiloblefor alterations Vertical Fenestration and Glazed Doors-Total Building Facing Area(New Construction&Additions Only) demonstrating compliance with R-values in Table 141.0-C. z If"ll-value"Is shown in cell 10 as the Thermal Performance Unit,the R-value shown here is for cavity insulation per 4141.0lb11B. 01 02 03 D4 05 s Elevation Item Tag/Description Orientation(Azimuth)' Gross Exterior Wall Areas Display Perimeter Lengths Vertical Fenestration Area per Designs Wall area minus any fenestration area North North Facing 250 0 16 East East Facing 400 0 0 Area-Weighted Average U-factor Compliance Calculation for Wood Framed/SIPS/Spandrel/Curtain/Metal Panel/Straw Bale Wall Types South South Facing 250 0 16 01 02 03 1 04 05 West West Facing 400 0 56 Area-weighted U-factor for Wall Type Compliance Results Using Area-Weighted Maximum Allowed Vertical Fenestration(fts)- Total Vertical Fenestration(fts)per design-All Wall Type Total Area of Wall Type(fts) 503.2 07 88 Required Designed Calculation Option All Orientations Orientations Framed 1170 0.059 0.059 Maximum Allowed Vertical Fenestration(fts)- 1ED 09 Total Vertical Fenestration(fts)per design-West 56 Total for all Wall Types:1 1170 10.059 0.059 COMPLIES West Facing Facing 'FOOTNOTES:Orientation between 116 deg and 315 deg are considered"West Facing".A diagram has been provided in the Nonresidential Compliance Manual for visual reference. Registration Number: Registration Datefrme: Registration Provider:Energysoft Registration Number: Registration Date/Time: Registration Provider:Energysoft CA Building Energy Efficiency Standards-2019 Nonresidential Compliance Report Version:2019.2.003 Report Generated:2021-06-0909:28:46 CA Building Energy Efficiency Standards-2019 Nonresidential Compliance Report Version:2019.1.003 Report Generated:2021-06-0909:28:46 Schema Version:rev 202OD601 Schema Version:rev 20200601 STATE OF CALIFORNIA STATE OF CALIFORNIA Envelope Component Approach Envelope Component Approach NRCC-ENV-E CALIFORNIA ENERGY COMMISSION NRCC-ENV-E CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-ENV.E CERTIFICATE OF COMPLIANCE NRCC-ENV.E Project Name: RiverTowing&Impound Yard Report Page: (Page]of 10) Project Name: RiverTowing&Impound Yard Report Page: (Page 8of 30) Project Address: 1146 West Flint Street Date Prepared: 6/9/2021 Project Address: 1146 West Flint Street Date Prepared: 6/9120211 w U K.FENESTRATION AND GLAZED DOOR SCHEDULE K.FENESTRATION AND GLAZED DOOR SCHEDULE LLL Vertical Fenestration and Glazed Doors-Total Building&West Facing Area(New Construction&Additions Only) zThe NA6 Default Calculation can only be used for buildings with less than 200ft2 of site built glazing.If the project has greater than 200ft�the only options for determining fenestration O Ol 02 03 D4 OS values are NFRC Certifimtion or the Default Tables in 110.6. Designs sOverhongs must extend past left right window the same distance as the depth of the overhang or greater to show an affect on the RSHGC.If an overhang does not meet Elevation Item Tag/Description Orientation(Azimuth)' Gross Exterior Wall Areal Display Perimeter Length2 Vertical Fenestration Area per 2Do not include demising walls per 4140.3la15. requirement the affect of the overhang will be ignored. 3 Includes glazed door fenestration area. 4Projecting includes casement and awning windows. w Vertical Fenestration And Glazed Doors-U-factor,Solar Heat Gain Coefficient(RSHGC/SHGC),Visible Transmittance(vT) Area-Weighted Average U-factor,SHGC,VT Compliance Calculation for Vertical Fenestration And Glazed Doors z OS ® Calculate Area-Weighted Average U-factor for Vertical Fenestration and Glazed Doors' Ol 02 03 D4 05 Q 02 1 ® ICalculate Area-Weighted Average(R)SHGC for Vertical Fenestration and Glazed Doors' Product Performance Unit Total Area of Fenestration(ft Area-weighted Calculation for Fenestration Compliance Results Using Area-Weighted 2) Required Designed Calculation Option U 03 ® Calculate Area-Weighted Average VT for Vertical Fenestration and Glazed Doors' O w Vertical Fenestration And Glazed Doors-U-factor,Solar Heat Gain Coefficient(RSHGC/SHGC),Visible Transmittance(V7) U-Factor 88 0.36 0.36 COMPLIES 04 OS 06 07 08 09 10 11 12 13 (R)SHGC 88 0.25 0.25 COMPLIES r l Product Required Product VT 88 0.42 0.5 COMPLIES V Tag/Plan Fenestration (R)SHGC Compliance ur Compliance Calculation Method for quire Detail ID Type Occupancy&Status Method Method Performance Values per Designs Performance Product Performance Area fts L,DAYLIGHT IN LARGE ENCLOSED SPACES N Unit Performance per Design N NFRC Certified U-factor(max) 0.36 0.36 This section does not apply to this project. w Front Fixed window Nonresidential/ Table 140.3-B/C/D Table 56 LLI Window Relocatable 1 CZ:New 140.3-B/C/D ❑ Overhang used for RSHGC (R)SHGC(max) 0.25 0.25 M.DECLARATION OF REQUIRED CERTIFICATES OF INSTALLATION J Q VT(min) 0.42 0.5 Selections have been made based on information provided in this document.IJany,selection have been changed by the permit applicant,an explanation should be included in Table E NFRC Certified U-factor(max) 0.36 0.36 Additional Remarks.These documents must be provided to the building inspector during construction and can be found online at Nonresidential/ Table https://www.nergy.a.gov/title24/2019standards/2019 compliance documents/Nonresidential Documents/NRCl/ Lek Window Fixed window Relocatable 1 CZ:New Table 140.3-B/C/D 140.3-B/C/D (R)SHGC(max) 0.25 0.25 16 ❑ Overhang used for RSHGC Field Inspector VT(min) 0.42 0.5 Yes No Farm/Title Pass Fail NFRC Certified U-factor(max) 0.36 0.36 0 1 C) NRCI-ENV-01-E-Must be submitted for all buildings ❑ ❑ Right Nonresidential/ Table 0 Window Fixed window Relocatable 1 CZ:New Table 140.3-8/C/D 140.3-B/C/D (R)SHGC(max) 0.25 0.25 16 ❑ Overhang used far RSHGC '0 9 o rn rn a VT(min) 0.42 0.5 E In mI U 'FOOTNOTES:(forty individualfenestration product is non-compliant,products mayshow compliance using an oreo-weighted calculation.Chromogenic glazing is not included in ® di area-weighted calculations.Area-weighted calculation shown in separate area-weighted table below. Y Z + M co o Registration Number: Registration Date/Time. Registration Provider.Energysoft Registration Number: Registration Date/Time. Registration Provider.Energ soft + � _ Z N CA Building Energy Efficiency Standards-2019 Nonresidential Compliance Report Version:2019.1.003 Report Generated:2021-06-0909:28:46 CA Building Energy Efficiency Standards-2019 Nonresidential Compliance Report Version:2019.1.003 Report Generated:2021-06-0909:28:46 N y U n Schema Version:rev 20200601 Schema Version:rev 202OG601 wo } n U Z < z Wa w , o w N M Y m � N 5 APPROVAL Riverside County Fire Deparbnent O&ce of the Fire Marshal BY: FSS KEVIN SHIN SCALE DATE 10/26/2021 NOTED 6/09/21 DWN. BY JOB NO. The apProval of plans antl speciRpatlons tlpea Iwl permit the Z 1_1 renviran,deledm,omission nr ramp inarallarion ar any amemanrTivazvnranywnalOreinansaa.conawmron yo . a e sIn re anon remain aceeaamle and e.Poaed mrmape¢ PuM.. uru approved by Ue Flre Departrnent. N DI VI ON Per it#B D 21-1 13 Dat :10/25/2021 9:38:15 AM OF SHEETS APPROVED O REVISIONS IDATE By W 0 STATE OF CALIFORNIA STATE OF CALIFORNIA O 1 , Envelope Component Approach Envelope Component Approach Z Ln NRCGENV-E CALIFORNIA ENERGY COMMISSION NRCC-ENV-E CALIFORNIA ENERGY COMMISSION N N CERTIFICATEOFCOMPLIANCE NRCC-ENV-E CERTIFICATE OF COMPLIANCE NRCC-ENV-E VJJ 0) Project Name: River Towing&Impound Ya rd Report Page: (Page 9of 10) Project Name: River Towing&Impound Ya rd Report Page: (Page 30 of 10) w Protect Address: 1146 West Flint Street Date Prepared: 6/9/2021 Project Address: 1146 West Flint Street Date If 6/10/2021 LJJ U U N.DECLARATION OF REQUIRED CERTIFICATES OF ACCEPTANCE DOCUMENTATION AUTHOR'S DECLARATION STATEMENT Y Selections have been made based on information provided in previous tables of this document.If anyselection needs to be changed,form usermust provide on explanation in Table E I certify that this Certificate Of Compliance documentation Is accurate and complete. Additional Remarks.These documents must be provided to the building inspector during construction and can be found online at Documentation Author Name: Docume anon Author�ature: ZLj https://wwwenergy.ca.gov/title2412019standardsl2019 compliance documents/Nonresidential DocumentsINRCAI..Indivudals who perform thefleld testing and verification work, Gary Faucette �LeGc(.irt,L.(.rL CD andprovide the Information requiredfor completion ofthe fenestration Certificate of Acceptance documentation are not required to be licensed professionals.However,theperson who Company: Sig re Da O Signs the Certificate of Acceptance document to certify compliance with the acceptance requirements shall be licensed as specified In Standards Section 10-103(a)4 and NA7.3.1 A.V.Energy&Associates Z. 1-06-1 Z L-L Field Inspector Address: CEA/HEM Certification Identification(IfappIIc,ble): Yes No Form/Tltle 43915 Gingham Avenue 6055 Pass Fail O V) NRCA-ENV-02-F must be submitted for all new,added or altered fenestration. ❑ ❑ CI.Iyistat'lneastezlC Phone: J Lancaster CA 93535 661-723-6694 RESPONSIBLE PERSON'S DECLARATION STATEMENT > w I certify the following under penalty of perjury,underthe laws of the State of California: Q 1. The Information provided on this[ertlflcateaf Compliance 1,t,ueandcorrect. of (D W 2. Iamellglbleunder Division 3 of the BusInessandProfes,1,n,Cod,toaccept responsibility For the building design or system design Identified on thisC,rdflcate of Compliance lrcspomlble designer) w �1 , 3. The energy fast and performance spedfI,,tI,ns,materials,components,and manufactured devices for the building design or,ye,,design Identified on this CartRon,of Odmplionce conform to the requirements \\ V Y of Tltle24,Part l and Part 6 of the California Code of Regulations. / t- 4. The Is,Icing design features o,system design features identified on thisCertlfkate ofComplianm are consistent with the Information provided on other applicable rompllance documents,worksheets,calculations, ry plans and spedflodlons submitted to the enforcement agency for approval with this building permit application. LI_ S. I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(,)issued for the building,and made available to the enforcement agency for all applicable Inspections.I understand that a completed signed copy of this Certificate of Compliance Is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Designer Name: Responsible Designer Signature: Hector Zubiels Comparv, Data Signed: Zublela Design&Build 2021-06-10 Address: License: 235 East Peck Street Suite B City/State/zip: Phone: Lake Elsinore CA 92530 951-252-7707 Registration Number: Registration Date/Time: Registration Provider.Energysoft Registration Number: Registration Date/Time: Registration Provider:Energysoft CA Building Energy Efficiency Standartls-2019 Nonresidential Compliance Report Version:2019.1.003 Report Generated:2021-06-0909:28:46 CA Building Energy Efficiency Standartls-2019 Nonresidential Compliance Report Version:2019.1.003 Report Generated:2021-06-ID 11:40:20 Schema Version:rev 202OG601 Schema Version:rev 202OG601 STATE OF CALIFORNIA Solar Ready Areas NRCC-SRA-E CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-SRA-E w This document is used to demonstrate compliance with mandatory requirements in 1§110.10 for newly constructed buildings which are either high-rise multifamily ten stories or fewer, U hotel/motel ten stories or fewer or all other nonresidential buildings three stories or fewer.It is also used to demonstrate compliance with additions to these building types which add more than 2,000 ftz of roof area.Alterations or additions of less than 2,000ftr are not required to comply with I§10.10. Li— Li— d Project Name: River Towing&Impound Va rd Report Page: (Page 1 of 5) L.L Project Address: 1146 West Flint Street Date Prepared: 6/9/2021 A.GENERAL INFORMATION 01 Project Location(city) Lake Elsinore 04 Building Type Other nonresidential bldg 3 stories or fewer Z 02 Climate Zone 30 1 OS IConstruction Type I New Construction IJJ 03 ❑ Roofisdesigned for vehicle traffic,parking or for heliport z a3a Plan sheet showing roof design for vehicle traffic,parking or heliport exception: Q U B.PROJECT SCOPE The compliance path the project is using to comply per 4110.10lb1Is is indicated below. L.� My project consists of(check one): 1 U I ® Provide Solar Ready Area no exceptions The project has allocated a solar zone on the roof plan per requirements in§110.10(bl as documented N in Table F. N Exception to Solar Ready Area:Installed Solar Photovoltaic The project includes a permanently installed solar electric system having a nameplate DC power rating, w ❑ measured under Standard Test Conditions,of no less than one watt per square foot of roof area as System documented in Table G. LJJ Exception to Solar Ready Area:Installed Solar Water Heating The project is a hotel/motel or high-rise-multifamily occupancy and includes a permanently installed Ex d System omestic lar so water-heating system complying with 4150.SIcI8Biii and Reference Residential Appendix RA4,as documented in Table H. LL Exception to Solar Ready Area:Smart Thermostat and Alternative The project is a high-rise multifamily occupancy where all thermostats in each dwelling unit comply with Energy Efficiency Measure 6110.12(a)AND at least one additional measure listed in Exception 4 to 4110.101613E is installed,as documented in Table I. E o ¢ n a o rn a ch E m F7 as0 w � — o z + pa o P U a3 + do 0 a, Z o N O Registration Number: Registration Date/Time: Registration Provider:Energysoft N 75 n + � n CA Building Energy Efficiency Standards-2019 Nonresidential Compliance Report Version:2019.1.003 Report Generated:2021-06-09 09:28:46 5 W z n Schema Version:rev 20200601 a '" z o w N M Y m APPROVAL g = Rive'adc County Fire Department Office of the Fire Marshal BY: FSS KEVIN SHIN 10/26/2021 Th SCALE DATE eapproval of plans and speci6cadona does net permit ine N TE� 6/09/21 violation,deletion,omission or taulry installation of any OWN. Br JOB NO. ragpiremanta of Tid—prany-oOrCluances.C-s—m, Z 1—1 shall remain accessible antl exppsetl for inspection pumoses �/ C until approved by lM1e Flre Department 7�0 e sin re ItC�IN DIV ON Per it# LI fLG 021 13 Dat :10/25/2021 9.38:15 AM OF SHEETS APPROVED ILI O REVISIONS DATE BY STATE OF CALIFORNIA STATE OF CALIFORNIA Solar Ready Areas Solar Ready Areas NRCC-SRA-E CALIFORNIA ENERGY COMMISSION NRCCSRA-E CALIFORNIA ENERGY COMMISSION w FCERTIFICATE OF COMPLIANCE NRCC-SRA-E CERTIFICATE OF COMPLIANCE NRCC-SRA-E � O P.Jeot Name: River Towing 8 Impound Yard Report Page: (Page 2 of 5) Project Name: River Towing&Impound Yard Report Page: (Page 3 of 5) Prolect Address: 1146 West Flint Street Data Prepared: 6/9/2021 ProJect Address: 1146 West Flint Street Date Prepared: 6/9/2021 z ro C.COMPLIANCE RESULTS F.ALLOCATED SOLAR ZONE J N Results in this table are automatically calculatedfrom data input and calculations in Tables F through I.Note:lfany cell on this table says"DOES NOT COMPLY"or"COMPLIES with This table is completed if the project is designating a solar zone to comply with 4110.10f6118.New construction consider the total roofarea;Additions consider newly added roofarea. w Exceptional Conditions"refer to Table D.for guidance orsee the applicable Table referenced below. This table demonstrates that the project has designated the minimum area required for the Allocated Solar Zone,and also that the requirements for Solar Zone Subareas have been Smart Tstat and Alternative EE met.Each subarea must be shown on a roaflolon or documented in construction documents.The solar zones must also comply with fire code requirements,including,but not limited to, w Allocated Solar Zone Installed PV System Installed SwH System setback and pathway requirements.Requirements for interconnection pathways must also be included in construction documents,and the location is specified in this table. U U Measure Y 01 02 =Required 05 06 07 08 09 Required Minimum Solar Zone 01 02 03 04 05 06 07 08 g Required ORd DC DR Required Designed/Rated oR JASCompliant wDesignated Area Alternative Energy Potential Solar Zone Areas:Roof areas with zMinimum Area Rating Minimum solar Solar savings Thermostat Minimum Solar (ft�) Efficiency Measure Total New or Minimum Solar Zone >=70%Solar Access(ftt) s) SavingsFraction Fraction Specified? Minimum Solar Zone Based on Required J O Total New or Added Roof Based on Total or Method/Tools Used to Steep-Sloped Z (See Table F) (See Table G) (See Table H) Zone Area Potential Zone Minimum (See Table I) Added Roof Area Covered Added Roof Area Determine Annual Solar Low-Sloped Area(>2:12 Total Potential COMPLIES Calculation (entialon Solar Zone z 150 = 200 OR <= oR <= on Area(ftt) with Skylights (0.15 x(Roof-Skylt)) Access for Potential Zones' Area(<=2:12 pitch) Solar Zane _ Method Potential zone)) Area(ft') Location within the construction documents showingthe location for inverters and metering t and a pathway for the (ft'1 1ftt) pitch)(ft') Oriented 90'- Area(ft') (ft2) (n gequipmen pa Y COMPlIES 300°(ft') O routing of conduit/plumbing to the electrical service/water heating system per 110.10 c. Total New or 1000 0 150 150 �l w D.EXCEPTIONAL CONDITIONS Added Roof Area Q This table is auto-filled with uneditable comments because of selections made or data entered in tables throughout the form. Designated Solar Zone Subareas of W 09 30 11 12 13 14 15 16 17 18 19 U--1 E.ADDITIONAL REMARKS Subarea is This table is includes remarks made by the permit applicant to the Authority Having Jurisdiction Required Roof or Distance Is the Is Steep-Sloped Solar Zone Overhang Slope from Smallest Min.Area Subarea Name Building Plan Roof or Overhang Subarea Complies with Subarea Free of Designated Subarea (Low(Steep Potential Dimensions RequSubarea ed per or Tag Reference pitch)(Steep> between 90 and 300 Title 24,Part 9 Obstructions per Obstructions feet or Subarea(ftt) Area(k2) Complies? 2:12 pitch) degrees? 4130.30(b)3A per greater? 4110.10(b)3 B Subarea S-1 Reference LowSlope No yes Yes Yes Yes 80 200 COMPLIES Total Designated Solar Zone Area(fta):J 200 Registration Number: Registration Date/Time: Registration Provider:Energysoft Registration Number: Registration Date/Time: Registration ravider:Energysoft CA Building Energy Efficiency Standards-2019 Nonresidential Compliance Report Version:2019.1.003 Report Generated:2021-06-09 09:28:46 CA Building Energy Efficiency Standards-2019 Nonresidential Compliance Report Version:2019.1.003 Report Generated:2021-06-09 09:28:46 Schema Version:rsv 20200601 Schema Version:rev 20200601 STATE OF CALIFORNIA STATE OF CALIFORNIA Solar Ready Areas Solar Ready Areas NRCCSRA-E CALIFORNIA ENERGY COMMISSION NRCCSRA-E CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-SRA-E CERTIFICATE OF COMPLIANCE NRCC-SRA-E Project Name: River Towing 8 Impound Yard Report Page: (Page 4 of 5) Project Name: River Towing 8 Impound Vard Report Page: (Page 5 of 5) Project Address: 1146 West Flint Street Date Prepared: 6/9/2021 Project Address: 1146 West Flint Street Date Prepared: 6/10/2021 Interconnection Pathways DOCUMENTATION AUTHOR'S DECLARATION STATEMENT w Location in construction documents showing the location for inverters and metering equipment and a pathway for the routing I certify that this Certificate of Compliance documentation is accurate and complete. 0 of conduit/plumbing to the electrical service/water heating system per 4130.101c). Documemzbon Author Name: D—nual)all-Author signature: FOOTNOTE:This field is used to document how the percemage of,nnualsolaraccess was determined per§110.101b11B.Solaracc—Nthendioofsolarinsolaticnindudingshadetothesolarinsolation Gary Faucette � r LL without shade.Shading from obstructions located on the roof or any other part of the building shall not be included in the determination of annual solar access. Co.",: LL A.V.Energy&Associates Q G.PERMANENTLY INSTALLED SOLAR PHOTOVOLTAIC(PV)SYSTEM Address: CEA/HERS Certification Identification(if applicable): This section does not apply to this project. 43915 Gingham Avenue 6055 City/stah/zx Phone: Z H.PERMANENTLY INSTALLED SOLAR HOT WATER SYSTEMS Lancaster CA 93535 661-723-6694 w RESPONSIBLE PERSON'S DECLARATION STATEMENT 7 This section does not apply to this project. I certifythe following under penalty of perjury,underthe laws of the State of Califamia: ` 1. The information provided onthis Certificate of Compliance is weand correct Q I.SMART THERMOSTATS AND ALTERNATIVE EFFICIENCY MEASURE 2. Ism eligible under Division 3 of the Business and Professions code to accept re,li—ibility for the building design or system design identified on this Certificate of 0ampli-ce(responsible designer) U This section does not apply to this project. 3. The energy feabu—nd pertormancespecifcatmns,materials,comoonenb,andmanufaOured ihna—for the building design or system design identified on this Omificateof Complianceconkrmlolherequlrea— (N�/ of Title 24,NO land Part 5 of the CalNomia code of Regulations. L.L 4. The building desien feature:or vatem design f—ha id-inedon this certificate of Comprianceare consistent with the information panidedon ocher,oplicable compliance document;worksheets,wlcmations, O W J.DECLARATION OF REQUIRED CERTIFICATES OF INSTALLATION plans and specifcations submitted to the enformment agency for approval with Nis building permit application. S. Iwill ensure that,completed signed copy of thi,CertificateofCompliance shall be madeavailable with the building oermigs)issued for the building,and madeavailableto the eMorcement agencyfor all applicable //ll Selections have been made based oni formation provided in this document lfany selections have been changed by the permit applicant,an explanation should be included Table E. impecti e.I understand that,completed slgned copy ofIN,Certificate of compliance is re hrad!W be included with the documentation the builder provides to the building owner at occupanw. V dditional Remarks.These documents must be provided to the building inspector during construction and can befound online at Responsible Designer Name: Responsible Designer signature: y N https://www.energy.ca.govhitle24/2019standardsl2019_complicnce_documents/Nonresidential Documents/NRCl/ Hector Zubiela V Yes No Form/Title Field Inspector cumPany: cote Signed: N Pass Fail Zubiela Design&Build 2021-06-10 w NRCI-SPV-01-E-Must be submitted for all newly installed Photovoltaic Systems(PV)being used to comply with 4110.101b11B for Address: License: LJ..I U) - high-rise multifamily,Hotel/Motel buildings less than 10 stories and nonresidential buildings less than 4 stories. 235 East Peck Street Suite B J Q City/scre/Zip: Phone: O NRCI-STH-01-E-Must be submitted for all newly installed Solar Water Heating systems being used to comply with 6110.101b)1B Lake Elsinore CA 92530 951-252-7707 for high-rise multifamily,Hotel/Motel buildings less than 10 stories and nonresidential buildings less than 4 stories. K.DECLARATION OF REQUIRED CERTIFICATES OF ACCEPTANCE There are no Certificates of Acceptance applicable to solar ready requirements. E 0 ¢ n a 9z � u, m o rn a ch E to m 0 Registration Number: Registration Date rime: Registration Provider Energysoft Registration Number: Registration Date rime: Registration Provider:Energysoft o z + M c o J¢ CA Building Energy Efficiency Standards-2019 Nonresidential Compliance Report Version:2019.1.003 Report Generated:2021-06-09 09:28:46 CA Building Energy Efficiency Standards-2019 Nonresidential Compliance Report Version:2019.1.003 Report Generated:2021-06-1011:40:19 ch o c3 m Schema Version:rev 20200601 Schema Version:rev 20200601 + w z 0 y o $ N N + O U Z < o w N M Y m a= n 5 APPROVAL Riverside County Fire Department Office of the Fire Marshal BY: FSS KEYIN SHIN EYVOT.LaKe L.E DATE TED 6/09/21 10/26/2021 . DY JOB No.ZTheapproval orplenaana ape<iti=atmna noesnotpermhma ,2lalynofany S n re meMs of TXIe 24 or any Local OMlnances.Consiruclion hall remain aaessible and exposed for inspection purposes until aPh..d by the Fire Dapartmanc Per It# L 02 - 13 Dab:10/25/2021 9:38:15 AM OF SHEETS APPROVED AIA 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE El California NONRESIDENTIAL MANDATORY MEASURES, SHEET 1 (January 2020, Includes August 2019 Supplement) NM-N.PARTY : oUTI=EPLT(i.ARCHITEdr,ENGINEER, OWNER,CONTRACTOR,INSPECTOR ETG) PARTY PARTY PARrI PARTY CHAPTER 3 o 0 5.106.2 STORMWATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB ONE OR MORE ACRES OF 0 0 5.106.12 SHADE TREES[DSASS].Shade Trees shall be planted to comply with Sections 5.106.12.1,5.106.12.2, LAND.Comply with all lawfully enacted stormwater discharge regulations for projects that(1)disturb one acre or 1. Where there is insufficient electrical supply. and 5.106.12.3.Percentages shown shall be measured at noon on the summer solstice.Landscape irrigation GREEN BUILDING more of land,or(2)disturb less than one acre of land but are part of a larger common plan of development sale. 2. Where there is evidence suitable to the local enforcing agency substantiating that necessary to establish and maintain tree health shall comply with Section 5.304.6. SECTION 301 GENERAL Note:Projects that(1)disturb one acre or more of land,or(2)disturb less than one acre of land but are part of the additional local utility infrastructure design requirements,directly related to the larger common plan of development or sale must comply with the post-construction requirements detailed in the implementation of Section 5.106.5.3,may adversely impact the construction cost of the 5.106.12.1 Surface parking areas.Shade tree plantings,minimum#10 container size or equal,shall be installed 301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in applicable National Pollutant Discharge Elimination System(NPDES)General permit for Stormwater Discharges project' to provide shade over 50 percent of the parking area within 15 years. the application checklists contained in this code.Voluntary green building measures are also included in the Associated with Construction and Land Disturbance Activities issued by the State Water Resources Control Board or application checklists and may be included in the design and construction of structures covered by this code, the Lahontan Regional Water Quality Control Board(for projects in the Lake Tahoe Hydrologic Unit). TABLE 5.106.5.3.3 Exceptions:The surface parking area covered by solar photovoltaic shade structures,or shade but are not required unless adopted by a city,county,or city and county as specified in Section 101.7. structures,with roofing materials that comply with Table A5.106.11.2.2 in Appendix A5,are not The NPDES permits require postconstruction runoff(post-project hydrology)to match the preconstruction runoff TOTAL NUMBER OF PARKING SPACES NUMBER OF REQUIRED SPACES included in the total area calculations. 301.3 NONRESIDENTIAL ADDITIONS AND ALTERATIONS.[BSC-CG]The provisions (pre-project hydrology)with the installation of postconstruction stormwater management measures.The NPDES of individual sections of Chapter 5 apply to newly constructed buildings,building additions of 1,000 square permits emphasize runoff reduction through on-site stormwater use,interception,evapotranspiration,and infiltration 0-9 0 5.108.12.2 Landscape areas.Shade tress plantings,minimum#10 container size or equal shall be installed to feet or greater,and/or building alterations with a permit valuation of$200,000 or above(for occupancies within through nonstructural controls,such as Low Impact Development(LID)practices,and conversation design measures. 10-25 1 provide shade of 20%of the landscape area within 15 years. the authority of California Building Standards Commission).Code sections relevant to additions and Stormwater volume that cannot be addressed using nonstructural practices is required to be captured in structural alterations shall only apply to the portions of the building being added or altered within the scope of the practices and be approved by the enforcing agency. 26-50 2 Exceptions:Playfelds for organized sport activity are not included in the total area calculation. permitted work. 5.106.12.3.Hardsca a areas.Shade tree plantings,minimum#10 container size or equal shall be installed to Refer to the curs.applicable permits on the State Water Resources Control Boardunoff eat 51-75 4 P P 9 A code section will be designated by a banner to indicate where the code section only applies to newly www.waterboards.ca.gov/constructionstortnwater.Consideration to the stormwater runoff management measures provide shade over 20 percent of the handscape area within 15 years. constructed buildings[N]or to additions and/or alterations[A].When the code section applies to both,no should be given during the initial design process for appropriate integration into site development. 76-100 5 banner will be used. 101-150 7 Exceptions:Walks,hardscape areas covered by solar photovoltaic shade structures,and hardscape areas covered by shade structures with roofing materials that comply with Table ASA 06.11.2.2 in 301.3.1 Nonresidential additions and alterations that cause updates to plumbing fixtures only: 151-200 10 Appendix A5,are not included in the total area calculation. 010 5.106.4 BICYCLE PARKING.For buildings within the authority of California Building Standards Commission as Note:On and after January 1,2014,certain commercial real property,as defined in Civil Code Section specified in Section 103,comply with Section 5.106.4.1.For buildings within the authority of the Division of the State 201 AND OVER 6%of total' 1101.3,shall have its noncompliant plumbing fixtures replaced with appropriate water-conserving Architect pursuant to Section 105,comply with Section 5.106.4.2 plumbing fixtures under specific circumstances.See Civil Code Section 1101.1 at seq.for definitions, 1.Calculation for spaces shall be rounded up to the nearest whole number. DIVISION 5.2 ENERGY EFFICIENCY types of commercial real property affected,effective dates,circumstances necessitating applicable Bicycle parking.whichever i Comply with Sections 5.106.4.1.1 and 5.106.4.1.2;or meet the applicable local ordinance,whichever is stricter. SECTION 5.201 GENERAL replacement of compliance. noncompliant plumbing fixtures,and duties and responsibilities for reserved o erc Identification.The service panel or Lure E charging circuit directory shall identify the 5.201.1 Scope[BSC-CG].California Energy Code(DSA-SS].For the purposes of mandatory energy efficiency ensuring compliance. 5.106.4.1.1 Short-term bicycle parking. If the new project or an addition or alteration is anticipated reserved oven anon protective device space(s)for future marked charging as"EV CAPABLE".The raceway standards in this code,the California Energy Commission will continue to adopt mandatory building standards. to generate visitor traffic,provide permanently anchored bicycle racks within 200 feet of the visitors' termination location shall be permanently and visibly marked as"EV CAPABLE". 301.3.2 Waste Diversion.The requirements of Section 5.408 shall be required for additions and en0ance,readily visible to passers-by,for 5%of new visitor motorized vehicle parking spaces being alterations whenever a permit is required for work. added,with a minimum of one two-bike capacity rack. 5.106.5.3.5IN]Future charging spaces qualify as designated parking as described in Section 5.106.5.2 DIVISION 5.3 WATER EFFICIENCY AND CONSERVATION Exception:Additions or alterations which add nine or less visitor vehicular parking spaces. Designated parking for clean air vehicles. SECTION 5.301 GENERAL 301.4 PUBLIC SCHOOLS AND COMMUNITY COLLEGES.(see GBSC) 5.301.1 Scope.The provisions of this chapter shall establish the means of conserving water use indoors,outdoors 301.5 HEALTH FACILITIES.(see GBSC) 5.106.4.1.2 Long-term bicycle parking.For new buildings with tenant spaces that have 10 or more 0 0 and in wastewater conveyance. SECTION 302 MIXED OCCUPANCY BUILDINGS tenant-occupants,provide secure bicycle parking for 5 percent of the tenant-occupant vehicular parking 5.106.8 LIGHT POLLUTION REDUCTION.[N].I Outdoor lighting systems shall be designed and installed to comply spaces with a minimum of one bicycle parking facility. with the following: SECTION 5.302 DEFINITIONS 5.302.1 Definitions.The following terms are defined in Chapter 2(and am included here for reference) 302.1 MIXED OCCUPANCY BUILDINGS.In mixed occupancy buildings,each portion of a building 1. The minimum requirements in the California Energy Code for Lighting Zones 0-4 as defined in Chapter 10, shall comply with the specific green building measures applicable to each specific occupancy. provide sec For additions or alterations that add a or more tenant-occupant vehicular parking spaces, Section 10-114 of the California Administrative Code;and EVAPOTRANSPIRATION ADJUSTMENT FACTOR ETAF DSA-SS.An adjustment factor when applied to provide secure bicycle parking for 5 percent of the tenant vehicular parking spaces being added,with a ( )I 1 1 PP minimum of one bicycle parking facility. 2.Backlight ratings defined in IES TM-15-11(shown CTable A-1 in Chapter 8); reference evapotranspiration that adjusts for plant factors and irrigation efficiency,which as two major influences on SECTION 303 PHASED PROJECTS 3.Uptight andd Glare ratings as defined in California Energy Code(shown in Tablas 130.2-A and 130.2-6 in he amount of water that needs to be applied to the landscape. 5.ficipa 1.4 For new shell buildings in phased projects provide secure bicycle parking for 5 percent of the Chapter 8)and anticipated tenant-occupant vehicular parking spaces with a minimum of one bicycle parking facility. 4.Allowable BUG ratings not exceeding those shown in Table m stringent. nt.or Comply with a local ordinance FOOTPRINT AREA[area-55].The total area of the furthest exterior wall of the structure projected to natural grade, 303.1 PHASED PROJECTS.For shell buildings and others constructed for future tenant improvements, lawfully enacted pursuant to Section 101.7,whichever is more skingent. not including exterior areas such as stairs,covered walkways,patios and decks. only those code measures relevant to the building components and systems considered to be new 5.106.4.1.5 Acceptable bicycle parking facility for Sections 5.106.4.1.2,5.106.4.1.3,and 5.106.4.1.4 shall construction(or newly constructed)shall apply. be convenient from the street and shall meet one of the following: Exceptions:IN] METERING FAUCET.A self-closing faucet that dispenses a specific volume of water for each actuation cycle.The 303.1.1 Initial Tenant improvements.The provisions of this code shall apply onlyto the initial tenant volume or cycle duration can be fixed or adjustable. 1. Luminaires that qualify as exceptions in Section 140.7 of the Califomia Energy Code. improvements to a project.Subsequent tenant improvements shall comply with the sco in provisions in 1.Covered,lockable enclosures with permanently anchored racks for bicycles; r 1 q P PY P 9 P 2. Emergency lighting. GRAYWA7ER.Pursuant to Health and Safety Code Section 17922.12,"graywater'means untreated wastewater that Section 301.3 non-residential additions and alterations. 2.Lockable bicycle rooms with permanently anchored racks;or 3. Building facade meeting the requirements in Table 140.7-B of the California Energy Code,Part 6. has not been contaminated b an toilet discharge,has not been affected b infectious,contaminated,or unhealthy 3.Lockable,permanently anchored bicycle lockers. g g q gY Y Y 9 Y Y ABBREVIATION DEFINITIONS: 4. Custom lighting features as allowed the local enforcing agency,as permitted by Section 101.8 bodily wastes,and does not present a threat from contamination unhealthful processing,manufacturing,or Note:Additional information on recommended bicycle accommodations may be obtained from Alternate materials,designs and methods of construction. operating wastes."Gmywater"includes,but is not limited to wastewater from bathtubs,showers,bathroom HCD Department of Building Standards Commission Housing and Community Development Sacramento BS California Buil Area Bicycle Advocates. washbasins,clothes washing machines and laundry tubs,but does not include waste water from kitchen sinks or C Note:IN] dishwashers. DSA-SS Division of the State Architect,Structural Safety 5.106.4.2 Bicycle parking.DSA-SS For public schools and community colleges,coin with Sections 1.See also California Building Code,Chapter 12,Section 1205.6 for college campus lighting OSHPD Office of Statewide Health Planningand Development Y P g.I 1 Pu ty g comply wi P requirements for parking facilities and walkways. MODEL WATER EFFICIENT LANDSCAPE ORDINANCE ensure commercial, The California ordinance regulating landscape LR Low Rise 5.106.4.2.1 and 5.106.4.2.2 2.Refer to Chapter 8 Compliance Forms,Worksheets and Reference Material for IES TM-1 Table design,installation and maintenance HR High Rise ( ) 9 practices that will ensure commercial,multifamily and other developer installed g 5.106.4.2.1 Student bicycle parking.Provide permanently anchored bicycle racks conveniently A-1, tofomia Energy Code Tables 130.2-A and 130.2-B. landscapes greater than 2500 square feet meet an irrigation water budget developed based on landscaped area and AA Additions and Alterations accessed with a minimum of four two-bike capacity racks per new building. 3.Refer to the California Building Code for requirements for additions and alterations. climatological parameters. N New 5.106.4.2.2 Staff bicycle parking.Provide permanent,secure bicycle parking conveniently accessed CHAPTER 5 with a minimum of two staff bicycle parking spaces per new building.Acceptable bicycle parking facilities MODEL WATER EFFICIENT LANDSCAPE ORDINANCE(MWELO).[HCD]The California model ordinance shall be convenient from the street or staff parking area and shall meet one of the following: TABLE 5.106.8[N] MAXIMUM ALLOWABLE BACKLIGHT,UPLIGHT (California Code of Regulations,Tide 23,Division 2,Chapter 2.7),regulating landscape design,installation and NONRESIDENTIAL MANDATORY MEASURES maintenance practices.Local agencies are required to adopt the updated MWELO,or adopt a local ordinance at least 1.Covered,lockable enclosures with permanently anchored racks for bicycles; AND GLARE(BUG)RATINGS t.d as effective as the MWELO. 2.Lockable bicycle rooms with permanently anchored racks;or LIGHTING POTABLE WATER.Water that is drinkable and meets the U.S.Environmental Protection Agency(EPA)Drinking DIVISION 5.1 PLANNING AND DESIGN 3.Lockable,permanently anchored bicycle lockers. ALLOWABLE RATING ZONE LIGHTING LIGHTING LIGHTING LIGHTING Water Standards.See definition in the California Plumbing Code,Part 5. 0 0 LZO ZONE LZ1 ZONE LZ2 ZONE LZ3 ZONE L.Z4 5.at add DESIGNATED PARKING FOR CLEAN AIR VEHICLES.In new rang c or additions or alterations SECTION 5.101 GENERAL p j POTABLE WATER.HCD Water that is satisfactoryfor drinking,culinary,and domestic uroses and meets the U.S. 5.101.1 SCOPE that add 10 or more vehicular parking spaces,provide designated parking for any combination of low-emitting, MAXIMUM ALLOWABLE [ ] g' p ' The provisions of this chapter outline planning,design and development methods that include environmentally fuel-efficient and carpool/van pool vehicles as follows: BACKLIGHT RATING, Environmental Protection Agency(EPA)Drinking Water Standards and the requirements of the Health Authority responsible site selection,building design,building siting and development to protect,restore and enhance the Having Jurisdiction. environmental quality of the site and respect the integrity of adjacent properties. Luminaire greater than 2 TABLE 5.106.5.2-PARKING mounting heights(MH)from N/A No Limit No Limit No Limit No Limit RECYCLED WATER.Water which,as a result of treatment of waste,is suitable for a direct beneficial use or a SECTION 5.102 DEFINITIONS 1 DEFINITIONS property line controlled use that Would not otherwise occur[Water Code Section 13050(n)].Simply put,recycled water is water TOTAL NUMBER OF PARKING SPACES NUMBER OF REQUIRED SPACES Luminaire back hemisphere is treated to remove Waste matter attaining a quality that is suitable to use the water again. The following The following terms are defined in Chapter 2(and are included hen:for reference) 0-9 0 1- N/A 62 B3 64 B4 $UBME7ER.A meter installed subordinate to a site meter.Usually used to measure water intended for one u ose, 2 MH from property line Y P rP such as landscape irrigation.For the purposes of CALGmen,a dedicated meter may be considered a submeter. CUTOFF LUMINAIRES.Luminaires whose light distribution s such that the candela per percent) lamp lumens does not 10-25 1 Luminaire back hemisphere is N/A B1 B2 B3 B3 numerically exceed 25 r.T percent)at an angle of 90 degrees shove nadir,and 100(10 percent)at a vertical angle of 2�0 3 0.5-1 MH from property line WATER BUDGET.Is the estimated total landscape irrigation water use which shall not exceed the maximum applied 80 degrees above nadir.This applies to all lateral angles around the luminaire. water allowance calculated in accordance with the Department of Water Resources Model Efficient Landscape 51-75 6 Luminaire back hemisphere is Ordinance(MWELO). LOW-EMITTING AND FUEL EFFICIENT VEHICLES. less than 0.5 MH from property N/A BO SO B1 B2 Eligible vehicles are limited to the following: 76-100 8 line SECTION 5.303 INDOOR WATER USE o 0 5.303.1 METERS.Separate submeters or metering devices shall be installed for the uses described in Sections 1. Zero emission vehicle(ZEV),including neighborhood electric vehicles(NEV),partial zero emission 101-150 11 MAXIMUM ALLOWABLE 503.1.1 and 503.1.2. vehicle(PZEV),advanced technology PZEV(AT ZEV)or CNG fueled(original equipment manufacturer 151-200 16 UPLIGHT RATING(U) only)regulated under Health and Safety Code section 43800 and CCR,Title 13,Sections 1961 and 1962. 5.303.1.1 Buildings in excess of 50,000 square feet.Separate submeters shall be installed as follows: 2. High-efficiency vehicles,regulated by U.S.EPA,bearing High-Occupancy Vehicle(HOV)car pool lane 201 AND OVER AT LEAST 8%OF TOTAL For area lighting< N/A UO UO UO UO stickers issued by the Department of Motor Vehicles. For all other outdoor 1. For each individual leased,rented or other tenant space within the building projected to consume Iighting,including decorative Ni U1 U2 U3 UR more than 100 gal/day(380 Uday),including,but not limited to,spaces used for laundry or cleaners, NEIGHBORHOOD ELECTRIC VEHICLE(NEV).A motor vehicle that meets the definition of"low-speed vehicle" 5.106.5.2.1-Parking stall marking.Paint,in the paint used for stall striping,the following restaurant or food service,medical or dental office,laboratory,or beauty salon or barber shop. either in Section 385.5 of the Vehicle Code or in 49CFR571.500 as it existed on Jul 1,2000,and is certified to luminaires ( Y ) characters such that the lower edge of the last word aligns with the end of stall striping and is 2. Where separate submeters for individual building tenants are unfeasible,for water supplied to the zero-emission vehicle standards. visible beneath a parked vehicle:CLEAN AIR/VAN POOL/EV MAXIMUM ALLOWABLE following subsystems: GLARE RATING,(G) a. Makeup water for cooling towers where flow through is greater than 500 gpm(30 Us). TENANT-OCCUPANTS.Building occupants who inhabit a building during its normal hours of operation as permanent Note:Vehicles bearing Clean Air Vehicle stickers from expired HOV lane programs may be b. Makeup water for evaporative coolers greater than 6 gpm(0.04 Us). occupants,such as employees,as distinguished from customers and other transient visitors. considered eligible for designated parking spaces. Luminaire greater than 2 MH from property line N/A G1 G2 G3 G4 c. Steam and hot Water boilers with energy input more than 500,000 Btu/h(147 kW). VANPOOL VEHICLE.Eligible vehicles are limited to any motor vehicle,other than a motortruck or truck tractor, 5.303.1.2 Excess consumption.A separate submeter or metering device shall be provided for any tenant designed for carrying more than 10 but not more than 15 persons including the driver,which is maintained and used 010 5.106.5.3 Electric vehicle(EV)charging.IN] Construction shall comply with Section 5.106.5.3.1 Luminaire front hemisphere is N/A GO G1 Gi G2 within a new buildingor within an addition that is primarily for the nonprofit work-related transportation of adults for the purpose of ridesharing. or Section 5.106.5.3.2 to facilitate future installation of electric vehicle supply equipment(EVSE). 1-2 MH from property line projected to consume more than 1,000 gal/day. When EVSE(s)is/are installed,it shall be in accordance with the California Building Code,the Luminaire front hemisphere is ❑❑ 5.303.3 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS.Plumbing fixtures(water closets and Note:Source:Vehicle Code,Division 1,Section 668 California Electrical Code and as follows: 0.5-1 MH from property line Ni GO GO Gi GI urinals)and fittings(faucets and showerheads)shall comply with the following: ZEV.Any vehicle certified to zero-emission standards. 5.106.5.3.1 Single charging space requirements. N When only a single charging space is Luminaire back hemisphere is 9 9 9 I 1 Y 9 9 9 5.303.3.1 Water Closets.The effective flush volume of all Water closets shall not exceed 1.28 gallons per required per Table 5.106.5.3.3,a raceway is required to be installed at the fime of construction less than 0.5 MH from property N/A GO GO GO Gi q P Y q flush.Tank-type water closets shall be certified to the performance criteria of the U.S.EPA WaterSense SECTION 5.106 SITE DEVELOPMENT and shall be installed in accordance with the California Electrical Code.Construction plans and line Specification for Tank-Type toilets. 0 0 5.106.1 STORM WATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB LESS THAN ONE ACRE specifications shall include,but are not limited to,the following: OF LAND.Newt constructed projects and additions which disturb less than one acre of land,and a not art of a 1.IESNA Lighting Zones 0 and 5 are not applicable;refer to Lighting Zones as defined in the y P roj re P California Energy Code and Chapter 10 of the CallNomia Administrative Code. Note:The effective flush volume of dual flush toilets is defined as the composite,average flush volume of larger common plan of development or sale,shall prevent the pollution of storm water runoff from the construction 1.The type and location of the EVSE. activities through one or more of the following measures: 2.For property lines that abut public walkways,bikeways, g m, two reduced Flushes and one full flush. 2.A listed raceway capable of accommodating a 208/240-volt dedicated branch circuit. rtY Y y plazas and parkin lots,the property 3.The raceway shall not be less than trade size 1". line may be considered to be 5 feet beyond the actual property line for purpose of determining 5.303.3.2 Urinals. 5.106.1.1 Local ordinance.Comply with a lawfully enacted storm water management and/or erosion control Compliance with this section.For property lines that abut public roadways and public transit 5.303.3.2.1 Wall-mounted Urinals.The effective Flush volume of wall-mounted urinals shall not exceed ordinance. 4.The raceway shall originate at a service panel or a subpanel serving the area,and shall P P P Y P Y P corridors,the property line may be considered to be the centerline of the public roadway or public 0.125 gallons per flush. terminate in close proximity to the proposed location of the charging equipment and listed P P Y Y P Y P ^/ 5.106.1.2 Best Management Practices(BMPs).Prevent the loss of soil through wind or water erosion by suitable cabinet,box,enclosure or equivalent. transit corridor for the purpose of determining compliance with this section. $5.303.3.2.2 Floor-mounted Urinals.The effective flush volume of Floor-mounted or other urin LOBII implementing an effective combination of erosion and sediment control and good housekeeping BMPs. 5.The service panel or subpanel shall have sufficient capacity to accommodate a minimum 3.If the nearest property line is less than or equal to two mounting heights from the back not exceed 0.5 gallons per flush. ' 1. Soil loss BMPs that should be considered for implementation as appropriate for each project include, 40-ampere dedicated branch circuit for the future installation of the EVSE. hemisphere of the luminaire distribution,the applicable reduced Backlight rating shall be at. \� 5.303.3.3 Showerheatls.[BSC-CG but are not limited to,the following: 5.106.5.3.2 Multiple charging space requirements.N When multiple charging spaces are 4.General lighting luminaires in areas such as outdoor parking,sales or storage lots shall meet ] a. Schedulin construction activity during d weather,when possible. e g g p 4 [] p g g g g gallons per Singlet 0 psi.S d.Showerheatls shall have a maximum Flow rate r.not AVaQa 9 tY 9 dry required per Table 5.106.5.3.3 raceways)is/are required to be installed at the time of construction these reduced rulings.Decorative luminaires located in these areas shall meet U-value limits for gallons per minute at 80 psi.Showerheatls shall be certified to the performance ri of b. Preservation of natural features,vegetation,soil,and buffers around surface waters. c. Drainage swales or lined ditches to control stormwater flow. and shall be installed in accordance with the California Electrical Code.Construction plans and "all other outdoor lighting". WaterSense Specification for Showerheatls. A specifications shall include,but are not limited to,the following: 'P IN d. Mulching or hydroseeding to stabilize disturbed soils. 5.If the nearest properly line is less than or equal to two mounting heights from the front 5.303.3.3.2 Multiple showerheads serving one shower.When a showee((,,i e. Erosion control to protect slopes. hemisphere of the luminaire distribution,the applicable reduced Glare rating shall be met. showerhead,the combined flow rate of all the showerheads and/or other is co a O g Protection of storm drain inlets ravel bags or catch basin inserts). 1.The type and location of the EVSE. BArleell(9 9 ) single valve shall not exceed o be per minute ate. psi,or the s o spa,e de'r� !j Perimeter sediment control perimeter silt fence,fiber rolls 2.The raceways)shall originate at a service panel or a subpanel(s)serving the area,and ` �CVI h (P ) allow only one shower outlet to be in operation at a time. 1e ` h. Sediment trap or sediment basin to retain sediment on site. shall terminate in close proximity to the proposed location iv the charging equipment and Note:A hand-held shower shall be considered a showerhead. �. I. Stabilized construction exits. into listed suitable cebinet(s),boz(es),enclosures)or equivalent. A\Z nQ 'Q�f j. Wind erosion control. 3.Plan design shall be based upon 40-ampere minimum branch circuits. 0 0 5.106.10 GRADING AND PAVING.Construction plans shall indicate how site grading or a drainage system will k. Other soil loss BMPs acceptable to the enforcing agency. 4.Electrical calculations shall substantiate the design of the electrical system,to include the 2. Good housekeeping BMPs to manage construction equipment,materials,non-stormwater discharges rating of equipment and any on-site distribution transformers and have sufficient capacity manage all surface water flows to keep water from entering buildings.Examples of methods to manage surface water APPROVAL O\ and wastes that should be considered for implementation as appropriate for each project include,but include,but are not limited to,the fallowing: Riverside county Fire Department to simultaneously charge all required l ha at its full rated amperage. office of the Fire Marshal are not limited to,the following: n?i a. Dewatering activities. 5.The service panel or subpanel(s)shall have sufficient capacity to accommodate the 1.Swales. b. Material handling and waste management. required number of dedicated branch circuit(s)for the future installation of the EVSE. 2.Water collection and disposal systems. BY: FSS KEVIN SHIN Q c. Building materials stockpile management. 3.French drains. d. Management of washout areas(concrete,paints,stucco,etc.). 5.106.5.3.3 EV charging space calculations.[N]Table 5.106.5.3.3 shall be used to determine if 4.Water retention gardens. 10/26/2021 e. Control of vehicle/equipment fueling to contractors staging area. single or multiple charging space requirements apply for the future installation of EVSE. 5.Other Water measures which keep surface water away from buildings and aid in groundwater I. Vehicle and equipment cleaningrechar e. TheaPpru dOxii.,sad n.,cadoas ease nor PamlR tna performed off site. n .ioiaroN,aelativN,oRliaioN vrtamry mstenaroN m arty g Spill prevention and control. Exceptions:On acase-by-case basis where the local enforcing agency has determined EV Exception:Additions and alterations not altering the drainage path. requirements orrde za oreey local ormaances.conswaion h. Other housekeeping BMPs acceptable to the enforcing agency. charging and infrastructure is not feasible based upon one or more of the following conditions: anon remamncceasiva ace e.posad ror inapeceoo pumosaa 9 9 P 9 W aPPmved M the Fire Deparhnant. DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS(CALGREEN)CODE.DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS,THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAYBE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS.THE END USER ASSUMES ALL RESPONSIBILITYASSOCIA TED WITH THE USE OF THIS DOCUMENT,INCLUDING VERIFICA TION WITH THE FULL CODE. AIA 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE El California = NONRESIDENTIAL MANDATORY MEASURES SHEET 1 (January 2020 Includes August 2019 supplement) RESPGN.PARTY = RGEENPE GNSCIBGE NE PARtt G Na:ARCHITECT,ENGINEER, R.INSPECTGR ETC.) A RESPMPARTY A PARTY A MSMN.PARTY A PARTY SECTION 5.407 WATER RESISTANCE AND MOISTURE MANAGEMENT o 0 5.410.2 COMMISSIONING.IN]New buildings 10,000 square feet and over.For new buildings 10,000 square feet 5.410.4.4 Reporting.After completion of testing,adjusting and balancing,provide a final report of testing 5.303.3.4 Faucets and fountains. 5.407.1 WEATHER PROTECTION.Provide a weather-resistant exterior wall and foundation envelope as required by and over,building commissioning shall be included in the design and construction processes of the building project to signed by the individual responsible for performing these services. Califomia Building Code Section 1402.2(Weather Protection),manufacturers installation instructions or local verify that the building systems and components meet the owner's or owner representative's project 5.303.3.4.1 Nonresidential Lavatory faucets.Lavatory faucets shall have a maximum flow rate of not ordinance,whichever is more stringent. requirements.Commissioning shall be performed in accordance with this section by trained personnel with experience 5.410.4.5 Operation and maintenance(O&M)manual.Provide the building owner or representative with more than 0.5 gallons to at 60 psi. on projects of comparable size and complexity.For I-occupancies that are not regulated by OSHPD or for g per minute p detailed operating and maintenance instructions and copies CCR, Secrtan514for each system.d&M 0 0 SA07.2 MOISTURE CONTROL.Employ moisture control measures by the following methods. )occupancies and L-occupancies that are not regulated y the California Energy Code Section 100.0 Scope,all instructions shall be consistent with OSHA requirements in CCR,Title 8,Section 5142,and other related 5.303.3.4.2 Kitchen faucets.Kitchen faucets shall have a maximum flow rate of not more than 1.8 requirements in Sections 5.410.2 through 5.410.2.6 shall apply . gallons per minute at 60 psi.Kitchen faucets may temporarily increase the flow above the maximum rate, 5.407.2.1 Sprinklers.Design and maintain landscape irrigation systems to prevent spray on structures. regulations. but not to exceed 2.2 gallons per minute at 60 psi,and must default to a maximum flow,rate of 1.8 gallons Note:For energy-related systems under the scope(Section 100)of the California Energy Code,including heating, per minute at 60 psi. 5.407.2.2 Entries and openings.Design exterior entries and/or openings subject to foot traffic or wind-driven ventilation,air conditioning(HVAC)systems and controls,indoor lighting systems and controls,as well as water 5.410.4.5.1 Inspections and reports.Include a copy of all inspection verifications and reports required rain to prevent water intrusion into buildings as follows: heating systems and controls,refer to California Energy Code Section 120.8 for commissioning requirements by the enforcing agency. 6,303.3.4.3 Wash fountains.Wash fountains shall have a maximum flow rate of not more thanl.8 gallons per minute/20[rim space(inches)at 60 psi]. 5.407.2.2.1 Exterior door protection.Primary exterior entries shall be covered to prevent water Commissioning requirements shall include: intrusionby using nonabsorbent floor and wall finishes within at least 2 feet around and perpendicular to DIVISION 5.5 ENVIRONMENTAL QUALITY 5.303.3.4.4 Metering faucets.Metering faucets shall not deliver more than 0.20 gallons per cycle. such openings plus at least one of the following: 1. Owners or Owner representative's project requirements. 2. Basis of design. SECTION 5.501 GENERAL 5.303.3.4.5 Metering faucets for wash fountains.Metering faucets for wash fountains shall have a 1. An installed awning at least 4 feet in depth. 3. Commissioning measures shown in the construction documents. S.501.1 SCOPE.The provisions of this chapter shall outline means of reducing the quantity of air contaminants that maximum flow rate of not more than 0.20 gallons per minute/20[rim space(inches)at 60 psi]. 2. The door is protected by a roof overhang at least 4 feet in depth. 4. Commissioning plan. are odorous,irritating,and/or harmful to the comfort and well-being of a building's installers,occupants and neighbors. 3. The door is recessed at least 4 feet. 5. Functional performance testing. SECTION 5.502 DEFINITIONS Note:Where complying faucets are unavailable,aerators or other means may be used to achieve 4. Other methods which provide equivalent protection. 6. Documentation and training. y 9 y 7. Commissioning report. 5.502.1 DEFINITIONS.The following terms are defined in Chapter 2(and are included here for reference) reduction. g rep 5.407.2.2.2 Flashing.Install flashings integrated with a drainage plane. ARTERIAL HIGHWAY.A al term dentin a highway primarily for through traffic usual) n a continuous route. Exceptions: general g g y pri y g y o 0 0 5.303.4 COMMERCIAL KITCHEN EQUIPMENT. SECTION 5.408 CONSTRUCTION WASTE REDUCTION,DISPOSAL AND 1. Unconditioned warehouses of any size. A-WEIGHTED SOUND LEVEL(dBA).The sound pressure level in decibels as measured on a sound level meter 5.303.4.1 Food Waste Disposers.Disposers shall either modulate the use of water to no more than 1 gpm 2.Areas less than 10,000 square feet used for offices or other conditioned accessory spaces within using the internationally standardized A-weighting filter or as computed from sound spectral data to which A-weighting when the disposer is not in use(not actively grinding food waste/no-load)or shall automatically shut off after no RECYCLING unconditioned warehouses. adjustments have been made. more than 10 minutes of inactivity.Disposers shall use no more than 8 gpm of water. 00 5.408.1 CONSTRUCTION WASTE MANAGEMENT.Recycle and/or salvage for reuse a minimum of 65%of the 3.Tenant improvements less than 10,000 square feet as described in Section 303.1.1. Note:This code section does not affect local jurisdiction authority to prohibit or require disposer non-hazardous construction and demolition waste in accordance with Section 5.408.1.1,5.408.1.2 or 5.408.1.3;or 4.Open parking garages of any size,or open parking garage areas,of any size,within a structure. 1 BTU/HOUR.British thermal units per hour,also referred to as Btu.The amount of heat required to raise one pound installation. meet a local construction and demolition waste management ordinance,whichever is more stringent. of water one degree Fahrenheit per hour,a common measure of heat transfer rate.A ton of refrigeration is 12,000 Btu, Note:For the purposes of this section,unconditioned shall mean a building,area,or room which does not the amount of heat required to melt a ton(2,000 pounds)of ice at 320 Fahrenheit. 0 0 5.303.5 AREAS OF ADDITION OR ALTERATION.For those occupancies within the authority of the California 5.408.1.1 Construction waste management plan.Where a local jurisdiction does not have a construction and provide heating and or air conditioning. Building Standards Commission as specified in Section 103,the provisions of Section 5.303.3 and 5.303.4 shall apply demolition waste management ordinance,submit a construction waste management plan that: COMMUNITY NOISE EQUIVALENT LEVEL(CNEL).A metric similar to the day-night average sound level(Ldn), to new fixtures in additions or areas of alteration to the building. Informational Notes: except that a 5 decibel adjustment is added to the equivalent continuous sound exposure level for evening hours(7pm 1. Identifies the construction and demolition waste materials to be diverted from disposal by efficient to 10pm)in addition to the 10 d8 nighttime adjustment used in the Ldn. 0 0 5.303.6 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS.Plumbing fixtures and fittings shall be installed usage,recycling,reuse on the project or salvage for future use or sale. 1.IAS AC 476 is an accreditation criteria for organizations providing training and/or certification of in accordance with the California Plumbing Code,and shall meet the applicable standards referenced in Table 1701.1 2. Determines if construction and demolition waste materials will be sorted on-site(source-separated)or commissioning personnel.AC 476 is available to the Authority Having Jurisdiction as a reference for COMPOSITE WOOD PRODUCTS.Composite wood products include hardwood plywood,particleboard and medium of the California Plumbing Code and in Chapter 6 of this code. bulk mixed(single stream). qualifications of commissioning personnel.AC 476 des not certify individuals to conduct functional density fiberboard."Composite wood products"does not include hardboard,structural plywood,structural 3. Identifies diversion facilities where construction and demolition waste material collected will be taken. performance tests or to adjust and balance systems. panels,structural composite lumber,oriented strand board,glued laminated timber,timber,prefabricated wood I-joists 4. Specifies that the amount of construction and demolition waste materials diverted shall be calculated or finger-jointed lumber,all as specified in Califomia Code of Regulations(CCR),Title 17,Section 93120.1(a). by weight or volume,but not by both. 2.Functional performance testing for heating,ventilation,air conditioning systems and lighting controls SECTION 5.304 OUTDOOR WATER USE must be performed in compliance with the California Energy Code. Note:See CCR,Title 17,Section 93120.1. 0 0 5.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS.Nonresidential developments shall comply 5.408.1.2 Waste Management Company.Utilize a waste management company that can provide verifiable with a local Water efficient landscape ordinance or the current California Department of Water Resources'Model Water documentation that the percentage of construction and demolition waste material diverted from the landfill DAY-NIGHT AVERAGE SOUND LEVEL(Ldn).The A-weighted equivalent continuous sound exposure level for a Efficient Landscape Ordinance(MWELO),whichever is more stringent. complies with this section. 5.410.2.1 Owner's or Owner Representative's Project Requirements(OPR).IN]The expectations and 24-hour period with a 10 dB adjustment added to sound levels occurring during nighttime hours(10p.m.to 7 a.m.). requirements of the building appropriate to its phase shall be documented before the design phase of the Notes: Note:The owner or contractor shall make the determination if the construction and demolition waste material project begins.This documentation shall include the following: DECIBEL(db).A measure on a logarithmic scale of the magnitude of a particular quantity(such as sound pressure, 1.The Model Water Efficient Landscape Ordinance(MWELO)is located in the California Code of Regulations, will be diverted by a waste management company. 1. Environmental and sustainability goals. sound power,sound intensity)with respect to a reference quantity. Title 23,Chapter 2.7,Division 2. 2. Building sustainable goals. 2.MWELO and supporting documents,including a water budget calculator,are available at: Exceptions to Sections 5.408.1.1 and 5.408.1.2: 3. Indoor environmental ELECTRIC VEHICLE(EV).An automotive-type vehicle for on-road use,such as passenger automobiles,buses, https://www.water.ca.gov/. quality requirements. trucks,vans,neighborhood electric vehicles,electric motorcycles,and the like,primarily powered by an electric motor 4. Project program,including facility functions and hours of operation,and need for after hours 1. Excavated soil and land-clearing debris. operation. that draws current from a rechargeable storage battery,fuel cell,photovoltaic array,or other source of electric current. 0 0 5.304.6 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS.For public schools and community colleges, 2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle 5. Equipment and systems expectations. Plug-in hybrid electric vehicles(PHEV)are considered electric vehicles.For purposes of the California Electrical Code, landscape projects as described in Sections 5.304.6.1 and 5.304.6.2 shall comply with the California Department of facilities capable of compliance with this item do not exist. 6. Building occupant and operation and maintenance(O&M)personnel expectations. off-road,self-propoelled electric vehicles,such as industrial trucks,hoists,lifts,transports,golf carts,airline ground Water Resources Model Water Efficient Landscape Ordinance(MWELO)commencing with Section 490 of Chapter 3. Demolition waste meeting local ordinance or calculated in consideration of local recycling facilities support equipment,tractors,boats,and the like,are not included. 2.7,Division 2,Title 23,California Code of Regulations,except that the evapotranspiration adjustment factor(ETAF) and markets. 5.410.2.2 Basis of Design(BOD).IN]A written explanation of how the design of the building systems meets shall be 0.65 with an additional water allowance for special landscape areas(SLA)of 0.35. ELECTRIC VEHICLE CHARGING STATION(S)(EVCSj).One or more spaces intended for charging electric vehicles. the OPR shall be completed at the design phase of the building project.The Basis of Design document shall 5.408.1.3 Waste stream reduction alternative.The combined weight of new construction disposal that does cover the following systems: Exception:Any project with an aggregate landscape area of 2,500 square feet or less may comply with the not exceed two pounds per square foot of building area may be deemed to meet the 65%minimum requirement ELECTRIC VEHICLE SUPPLY EQUIPMENT(EVSE).The conductors,including the ungrounded,grounded,and prescriptive measures contained in Appendix D of the MWELO. as approved by the enforcing agency. 1. Renewable energy systems. equipment grounding conductors and the electric vehicle connectors,attachment plugs,and all other fittings,devices, 2. Landscape irrigation systems. power outlets,or apparatus installed specifically for the purpose of transferring energy between the premises wiring 5.304.6.1 Newly constructed landscapes.New construction projects with an aggregate landscape 5.408.1.4 Documentation.Documentation shall be provided to the enforcing agency which demonstrates 3. Water reuse system. and the electric vehicle. area equal to or greater than 500 square feet. compliance with Sections 5.408.1.1,through 5.408.1.3.The waste management plan shall be updated as necessary and shall be accessible during construction for examination by the enforcing agency. 5.410.2.3 Commissioning plan.IN]Prior to permit issuance a commissioning plan shall be completed to ENERGY EQUIVALENT(NOISE)LEVEL(Leq).The level of a steady noise which would have the same energy as 5.304.6.2 Rehabilitated landscapes.Rehabilitated landscape projects with an aggregate document how the project will be commissioned.The commissioning plan shall include the following: the fluctuating noise level integrated over the time of period of interest. landscape area equal to or greater than 1,200 square feet. Notes: 1. General project information. 2. Commissioning goals. EXPRESSWAY.An arterial highway for through traffic which may have partial control of access,but which mayor may 1. Sample forms found in"A Guide to the California Green Building Standards Code(Nonresidential)" 3. Systems to be commissioned.Plans to test systems and components shall include: not be divided or have grade separations at intersections. located at�.bsc.ca.gov/Home/CALG�en.aspx may be used to assist in documenting compliance a. An explanation of the original design intent. with the waste management plan. b. Equipment and systems to be tested,including the extent of tests. FREEWAY.A divided arterial highway with full control of access and with grade separations at intersections. DIVISION 5.4 MATERIAL CONSERVATION AND RESOURCE 2. Mixed construction and demolition debris processors can be located at the California Department of C. Functions to be tested. EFFICIENCY Resources Recycling and Recovery(CalRecycle). d. Conditions under which the test shall be performed. GLOBAL WARMING POTENTIAL(GWP).The radiative forcing impact of one mass-based unit of a given greenhouse e. Measurable criteria for acceptable performance. gas relative to an equivalent unit of carbon dioxide over a given period of time.Carbon dioxide is the reference SECTION 5.401 GENERAL 00 5.408.2 UNIVERSAL WASTE.[A]Additions and alterations to a building or tenant space that meet the scoping 4. Commissioning team information. compound with a GWP of one. provisions in Section 301.3 for nonresidential additions and alterations,shall require verification that Universal Waste 5. Commissioning process activities,schedules and responsibilities.Plans for the completion of 5.401.1 SCOPE.The provisions of this chapter shall outline means of achieving material conservation and resource items such as fluorescent lamps and ballast and mercury containing thermostats as well as other California prohibited GLOBAL WARMING POTENTIAL VALUE(GWP VALUE).A 100-year GWP value published by the issioning shall be included. efficiency through protection of buildings from exterior moisture,construction waste diversion,employment of Universal Waste materials are disposed of property and are diverted from landfills.A list of prohibited Universal Waste comm Intergovernmental Panel on Climate Change(IPCC)in either its Second Assessment Report(BAR)(IPCC,1995);or techniques to reduce pollution through recycling of materials,and building commissioning or testing and adjusting. materials shall be included in the construction documents. 5.410.2.4 Functional performance testing.IN]Functional performance tests shall demonstrate the correct its Fourth Assessment A-3 Report(AR4)(IPCC,2007).The BAR GWP values are found in column"BAR(100-yr)"of installation and operation of each component,system and system-to-system interface in accordance with the Table 2.14.;the AR4 GWP values are found in column 100 yr"of Table 2.14. Note:Refer to the Universal Waste Rule link at: approved plans and specifications.Functional performance testing reports shall contain information addressing SECTION 5.402 DEFINITIONS http:/Aw .dtsc.ca.gov/LawsRegsPolicies/Regs/upload/GEAR-A_REGS_UWR_FinalText.pdf each of the building components tested,the testing methods utilized,and include any readings and adjustments HIGH-GWP REFRIGERANT.A compound used as a heat transfer fluid or gas that is:(a)a chlorofluorocarbon,a 5.402.1 DEFINITIONS.The following terms are defined in Chapter 2(and are included here forreference) made. hdrochlorofluorocarbon,a hydrofluorocarbon,a perfluorocarbon,or any compound or blend of compounds,with a 0 0 5.408.3 EXCAVATED SOIL AND LAND CLEARING DEBRIS.100 percent of trees,stumps,rocks and associated GWP value equal to or greater than 150,or(B)any ozone depleting substance as defined in Title 40 of the Code of ADJUST.To regulate fluid flow rate and air patterns at the terminal equipment,such as to reduce fan speed or adjust vegetation and soils resulting primarily from land clearing shall be reused or recycled.For a phased project,such Federal Regulations,Part 82,sec.82.3(as amended March 10,2009). a damper. material may be stockpiled on site until the storage site is developed. 5.410.2.5 Documentation and training.IN]A Systems Manual and Systems Operations Training are required, including Occupational Safety and Health Act(OSHA)requirements in California Code of Regulations(CCR), LONG RADIUS ELBOW.Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction, BALANCE.To proportion flows within the distribution system,including sub-mains,branches and terminals, Exception:Reuse,either on or off-site,of vegetation or soil contaminated by disease or pest infestation. Title 8,Section 5142,and other related regulations. with a radius 1.5 limes the pipe diameter. according to design quantities. Notes: 5.410.2.5.1 Systems manual.IN]Documentation of the operational aspects of the building shall be LOW-GWP REFRIGERANT.A compound used as a heat transfer fluid or gas that:(A)has a GWP value less than BUILDING COMMISSIONING.A systematic quality assurance process that spans the entire design and construction completed within the systems manual and delivered to the building owner or representative.The 150,and(B)is not an ozone depleting substance as defined in Title 40 of the Code of Federal Regulations,Part 82, process,including verifying and documenting that building systems and components are planned,designed,installed, 1. If contamination by disease or pest infestation is suspected,contact the County Agricultural systems manual shall include the following: sec.82.3(as amended March 10,2009). tested,operated and maintained to meet the owners project requirements. Commissioner and follow its direction for recycling or disposal of the material. 1. Site information,including facility description,history and current requirements. 2. For a map of know pest and/or disease quarantine zones,consult with the California Department of 2. Site contact information. MERV.Filter minimum efficiency reporting value,based on ASHRAE 52.2-1999. ORGANIC WASTE.Food waste,green waste,landscape and pruning wsle,nonhazardous Wood waste,and food Food and Agriculture.(www.cdfa.ca.gov) 3. Basic operations and maintenance,including general site operating procedures,basic soiled paper waste that is mixed in with food waste. troubleshooting,recommended maintenance requirements,site events log. MAXIMUM INCREMENTAL REACTIVITY(MIR).The maximum change in weight of ozone formed by adding a compound to the"Base REac ive Organic Gas(ROG)Mixture"per weight of compound added,expressed to TEST.A procedure to determine quantitative performance of a system or equipment SECTION 5.410 BUILDING MAINTENANCE AND OPERATIONS 4. Major systems. hundreths of a gram O3/g ROC). 0 0 5.410.1 RECYCLING BY OCCUPANTS.Provide readily accessible areas that serve the entire building and are 5. Site equipment inventory and maintenance notes. identified for the depositing,storage and collection of non-hazardous materials for recycling,including(at a minimum) 6. A copy of verifications required by the enforcing agency or this code. PRODUCT-WEIGHTED MIR(PWMIR).The sum of all weighted-MIR for all ingredients in a product subject to this paper,corrugated cardboard,glass,plastics,organic waste,and metals or meet a lawfully enacted local recycling 7. Other resources and documentation,if applicable. article.The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of ordinance,if more restrictive. product(excluding container and packaging). 5.410.2.5.2 Systems operations training.IN)A program for training of the appropriate maintenance Exception:Rural jurisdictions that meet and apply for the exemption in Public Resources staff for each equipment type and/or system shall be developed and documented in the commissioning PSIG.Pounds per square inch,guage. Code 42649.82(a)(2)(A)at seq.shall also be exempt from the organic waste portion of this section. report and shall include the following: 1. System/equipment overview(what it is,what it does and with what other systems and/or REACTIVE ORGANIC COMPOUND(ROC).Any compound that has the potential,once emitted,to contribute to 5.410.1.1 Additions.All additions conducted within a 12-month period under single or multiple permits, equipment it interfaces). maintenance.servicing/preventive ozone formation in the troposphere. resulting in an increase of 30%or more in floor area,shall provide recycling areas on site. 2. Review and demonstration of SCHRADER ACCESS VALVES.Access fittings with a valve core installed. Exception:Additions within a tenant space resulting in less than a 30%increase in the tenant space 3. Review of the information in the Systems Manual. floor area. 4. Review of the record drawings on the system/equipment. SHORT RADIUS ELBOW.Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction, with a radius 1.0 times the pipe diameter. 5.410.1.2 Sample ordinance.Space allocation for recycling areas shall comply with Chapter 18,Part 3, 5.410.2.6 Commissioning report.IN]A report of commissioning process activities undertaken through the Division 30 of the Public Resources Code.Chapter 18 is known as the California Solid Waste Reuse and SUPERMARKET.For the purposes of Section 5.508.2,a supermarket is any retail food facility with 8,000 square feet Recycling Access Act of 1991(Act). design and construction phases of the building project shall be completed and provided to the owner or or more conditioned area,and that utilizes either refrigerated display cases,or walk-in coolers or freezers connected representative. to remote compressor units or condensing units. Note:A sample ordinance for use by local agencies maybe found in Appendix A of the document at the CalRecycle's web site. o 0 5.410.4 TESTING AND ADJUSTING.New buildings less than 10,000 square feet.Testing and adjusting of vap.A volatile organic compound broadly defined as a chemical compound based on carbon chains III wit systems shall be required for new buildings less than 10,000 square feet or new systems to serve an addition or vapor pressures greater than 0.1 millimeters of mercury at room temperature.These compounds typically con alteration subject to Section 303.1. hydrogen and may contain oxygen,nitrogen and other elements.See CCR Title 17,Section 94508(a) "``IVVVVV7 5.410.4.2(Reserved) Note:Where specific regulations are cited from different agencies such as SCAQMD,ARB,etc.,the y included in that specific regulation is the one that prevails for the specific measure in question. ;✓/V`` ooN Note:For energy-related systems under the scope(Section 100)of the California Energy Code,including V\J y heating,ventilation,air conditioning(HVAC)systems and controls,indoor lighting system and controls,as well 0 0 SECTION 5.503 FIREPLACES 5.503.1 FIREPLACES.Install only a direct-vent sealed-combustion gas or sealed wood-bu e e as water heating systems and controls,refer to California Energy Code Section 120.8 for commissioning woodstov,or pellet stove,and refer to residential requirements in the California Energy d itl requirements and Sections 120.5,120.6,130.4,and 140.9(b)3 for additional testing requirements of specific Subchapter 7,Section 150.Woodstoves,pellet stoves and fireplaces shall comply witp77yCar,\ITA1r,8_Ir R��. O systems. 5.503.1.1 Woodstoves.Woodstoves and pellet stoves shall comply with U. Sour - ce 5.410.4.2 Systems.Develop a written plan of procedures for testing and adjusting systems.Systems to be Standards(NSPS)emission limits as applicable,and shall have a permar abe 1,�Icf he# car ` APPROVAL included for testing and adjusting shall include at a minimum,as applicable to the project: to meet the emission limits. Riverside County Fire Department Office of the Fire Marshal 1. Renewable energy systems. •J V -C/ 2. Landscape irrigation systems. SECTION 5.504 POLLUTANT CONTROL 6Y: FSS KEVIN SHIN 3. Water reuse systems. 00 5.504.1 TEMPORARY VENTILATION.The permanent HVAC system shall only b a ®}Yg const ion i///ff��� necessary to condition the building or areas of addition or alteration within the m k d to rature r ge for 10/26/2021 material and equipment installation.If the HVAC system is used during cons nr♦I®a return ai Ilters 5.410.4.3 Procedures.Perform testing and adjusting procedures in accordance with manufacturer's Minimum Efficiency Reporting Value(MERV)of 8,based on ASHRAE 52.2-19 n averag fficienc The approval of plans and spednpadons does n&p-Ift the specifications and applicable standards on each system. 30%based on ASHRAE 52.1-1992 Replace all filters immediately prior to occupaRty,or,if t buildin ls� violanan,deled.r,omission ar fanny marall-n of any C_ req&me re &a&Tine z er any Looal Ommannes.comwo occupied during alteration,at the conclusion of construction. shan remain accesamleand eyosad forinape&lon purposes 5.410.4.3.1 HVAC balancing.In addition to testing and adjusting,before a new space-conditioning anal approved by me Rre oeparonent. system serving a building or space is operated for normal use,the system shall be balanced in 0 0 5.504.3 Covering of duct openings and protection of mechanical equipment during construction.At the time of accordance with the procedures defined by the Testing Adjusting and Balancing Bureau National rough installation and during storage on the construction site until final startup of the heating,cooling and ventilation Standards;the National Environmental Balancing Bureau Procedural Standards;Associated Air Balance equipment,all duct and other related air distribution component openings shall be covered with tape,plastic, Council National Standards or as approved by the enforcing agency. sheetmetal or other methods acceptable to the enforcing agency to reduce the amount of dust,water and debris which may enter the system. DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS(CALGREEN)CODE.DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS,THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECTBASIS AND MAYBE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS.THE END USER ASSUMES ALL RESPONSIBILITYASSOCIATED WITH THE USE OF THIS DOCUMENT,INCLUDING VERIFICATION WITH THE FULL CODE. AM 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE 13 California YES NONRESIDENTIAL MANDATORY MEASURES, SHEET 1 (January 2020, Includes August 2019 Supplement) RIESPON.PARTY = yes SIOBEE owxaR coxTlucTOR,a SPEoioeT�CxIcwEE0. Y NIA RESPON. Y WA Fall. Y WA RESPON, Y NIA RESPON. o o 5.504.4 FINISH MATERIAL POLLUTANT CONTROL.Finish materials shall comply with Sections 5.504.4.1 through 5.508.2.1 Refrigerant piping.Piping compliant with the California Mechanical Code shall be installed to be 5.504.4.6. TABLE 5.504.4.3-VOC CONTENT LIMITS FOR ARCHITECTURAL TABLE 5.504.4.5-FORMALDEHYDE LIMITS, accessible for leak protection and repairs.Piping runs using threaded pipe,copper tubing with an outside COATINGSza MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION diameter(OD)less than 1A inch,flared tubing connections and short radius elbows shall not be used in 5.504.4.1 Adhesives, ,sealants and caulks.Adhesives,sealants,and caulks used on the project shall meet GRAMS OF VOC PER LITER OF COATING LESS WATER 8 LESS EXEMPT COMPOUNDS refrigerant systems except as noted below. the requirements of the following standards: PRODUCT CURRENT LIMIT 1.Adhesives,adhesive bonding primers,adhesive primers,sealants,sealant primers and caulks shall COATING CATEGORY CURRENT VOC LIMIT 5.508.2.1.1 Threaded pipe.Threaded connections are permitted at the compressor ral comply with local or regional air pollution control or air quality management district rules where HARDWOOD PLYWOOD VENEER CORE 0.05 applicable,or SCAQMD Rule 1168 VOC limits,as shown in Tables 5.504.4.1 and 5.504.4.2.Such FLAT COATINGS 50 5.508.2.1.2 Copper pipe.Copper tubing with an OD less than 114 inch may be used in systems with a products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds HARDWOOD PLYWOOD COMPOSITE CORE 0.05 refrigerant charge of 5 pounds or less. (chloroform,ethylene dichloride,methylene chloride,pemhloroethylene and trichloroethylene),except for NONFLAT COATINGS 100 aerosol products as specified in subsection 2,below. NONFLAT HIGH G PARTICLE BOARD 0.09 5.508.2.1.2.1 Anchorage.One-fouth-inch OD tubing shall be securely clamped to a rigid base to LOSS COAT ING S 150 MEDIUM DENSITY FIBERBOARD 0.11 keep vibration levels below 8 mils. 2. Aerosol adhesives,and smaller unit sizes of adhesives,and sealant or caulking compounds(in SPECIALTY COATINGS units of product,less packaging,which do not weigh more than one pound and do not consist of more THIN MEDIUM DENSITY FIBERBOARDS 0.13 5.508.2.1.3 Flared tubing connections.Double-flared tubing connections may be used for pressure than 16 fluid ounces)shall comply with statewide VOC standards and other requirements,including ALUMINUM ROOF COATINGS 400 controls,valve pilot lines and oil. prohibitions on use of certain toxic compounds,of California Code of Regulations,Title 17,commencing 1.VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, with Section 94507. BASEMENT SPECIALTY COATINGS 400 AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333.FOR Exception:Single-flared tubing connections may be used with a multiring seal coated with ADDITIONAL INFORMATION,SEE CALIFORNIA CODE OF REGULATIONS,TITLE 17,SECTIONS 9312D THROUGH industrial s BITUMINOUS ROOF COATINGS 50 11121,12, ealant suitable for use with refrigerants and tightened in accordance with manufacturers recommendations. BITUMINOUS ROOF PRIMERS 350 2.THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF W16 INCHES(8 MM). TABLE 5.504.4.1-ADHESIVE VOC LIMIT12 5.508.2.1.4 Elbows.Short radius elbows are only permitted where space limitations prohibit use of BOND BREAKERS 350 5.504.4.6 Resilient flooring systems.For 80 percent of floor area receiving resilient flooring,installed long radius elbows. Less Water and Less Exempt Compounds in Grams per Liter CONCRETE CURING COMPOUNDS 350 resilient flooring shall meet at least one of the following: 5.508.2.2 Valves.Valves Valves and fittings shall comply with the California Mechanical Code and as ARCHITECTURAL APPLICATIONS CURRENT VOC LIMIT CONCRETE/MASONRY SEALERS 100 1. Certified under the Resilient Floor Covering Institute(RFCI)FloorScore program; follows. 2. Compliant with the VOC-emission limits and testing requirements specified in the California INDOOR CARPET ADHESIVES 50 DRIVEWAY SEALERS 50 Department of Public Health's 2010 Standard Method for the Testing and Evaluation Chambers, 5.508.2.2.1 Pressure relief valves.For vessels containing high-GWP refrigerant,a rupture disc shall CARPET PAD ADHESIVES 50 DRY FOG COATINGS 150 Version 1.1,February 2010; be installed between the outlet of the vessel and the inlet of the pressure relief valve. 3. Compliant with the Collaborative for High Performance Schools California(2014 CA-CHPS)Criteria OUTDOOR CARPET ADHESIVES 150 FAUX FINISHING COATINGS 350 and listed in the CHPS High Performance Product Database;or 5.508.2.2.1.1 Pressure detection.A pressure gauge,pressure transducer or other device shall 4. Products certified under UL GREENGUARD Gold(formerly the Greenguard Children's&Schools be installed in the space between the rupture disc and the relief valve inlet to indicate a disc WOOD FLOORING ADHESIVES 100 FIRE RESISTIVE COATINGS 350 Program). rupture or discharge of the relief valve. RUBBER FLOOR ADHESIVES 60 FLOOR COATINGS 100 5.504.4.6.1 Verification of compliance.Documentation shall be provided verifying that resilient flooring 5.508.2.2.2 Access valves.Only Schrader access valves with a brass or steel body are SUBFLOOR ADHESIVES 50 FORM-RELEASE COMPOUNDS 250 materials meet the pollutant emission limits. permitted for use. CERAMIC TILE ADHESIVES 65 GRAPHIC ARTS COATINGS(SIGN PAINTS) 500 5.504.5.3 Filters.In mechanically ventilated buildings,provide regularly occupied areas of the building with air 5.508.2.2.2.1 Valve caps.For systems with a refrigerant charge of 5 pounds or more,valve caps filtration media for outside and return air that provides at least a Minimum Efficiency Reporting Value(MERV)of shall be brass or steel and not plastic. VCT&ASPHALT TILE ADHESIVES 50 HIGH-TEMPERATURE COATINGS 420 13.MERV 13 filters shall be installed prior to occupancy,and recommendations for maintenance with filters of INDUSTRIAL MAINTENANCE COATINGS 250 DRYWALL&PANEL ADHESIVES 50 the same value shall be included in the operation and maintenance manual. 5.508.2.2.2.2 Seal caps.If designed for it,the cap shall have a neoprene 0-ring in place. COVE BASE ADHESIVES 50 LOW SOLIDS COATINGS, 120 Exceptions:Existing mechanical equipment. 5.508.2.2.2.2.1 Chain tethers.Chain tethers to fit ovr the stem are required for valves designed to have seal caps. MULTIPURPOSE CONSTRUCTION ADHESIVES 70 MAGNESITE CEMENT COATINGS 450 5.504.5.3.1 Labeling.Installed filters shall be clearly labeled by the manufacturer indicating the MERV rating. Exception:Valves with seal caps that are not removed from the valve during stem STRUCTURAL GLAZING ADHESIVES 100 MASTIC TEXTURE COATINGS 100 operation. SINGLE-PLY ROOF MEMBRANE ADHESIVES 250 o o 5.504.7 ENVIRONMENTAL TOBACCO SMOKE(ETS)CONTROL.Where outdoor areas are provided for smoking, METALLIC PIGMENTED COATINGS 500 prohibit smoking within 25 feet of building entries,outdoor air intakes and operable windows and within the building as 5.508.2.3 Refrigerated service cases.Refrigerated service cases holding food products containing vinegar and OTHER ADHESIVES NOT SPECIFICALLY LISTED 50 MULTICOLOR COATINGS 250 already prohibited by other laws or regulations;or as enforced by ordinances,regulations or policies of any city, salt shall have evaporator coils of corrosion-resistant material,such as stainless steel;or be mated to prevent county,city and county,California Community College,campus of the California State University,or campus of the corrosion from these substances. SPECIALTY APPLICATIONS PRETREATMENT WASH PRIMERS 420 University of California,whichever are more stringent.When ordinances,regulations or policies are not in place,post signage to inform building occupants of the prohibitions. 5.508.2.3.1 Coll coating.Consideration shall be given to the heat transfer efficiency of coil coating to PVC WELDING 510 PRIMERS,SEALERS,&UNDERCOATERS 100 maximize energy efficiency. CPVC WELDING 490 REACTIVE PENETRATING SEALERS 350 5.508.2.4 Refrigerant receivers.Refrigerant receivers with capacities greater than 200 pounds shall be fitted ABS WELDING 325 RECYCLED COATINGS 250 SECTION 5.505 INDOOR MOISTURE CONTROL with a device the indicates the level of refrigerant in the receiver. 0 0 5.505.1 INDOOR MOISTURE CONTROL.Buildings shall meet or exceed the provisions of California Building Code, 5.508.2.5 Pressure testing.The system shall be pressure tested during installation prior to evacuation and PLASTIC CEMENT WELDING 250 ROOF COATINGS 50 CCR,Title 24,Part 2,Sections 1202(Ventilation)and Chapter 14(Exterior Walls).For additional measures,see y P g ADHESIVE PRIMER FOR PLASTIC 550 RUST PREVENTATIVE COATINGS 250 Section 5.407.2 of this code. charging. CONTACT ADHESIVE 80 SHELLACS: SECTION 5.506 INDOOR AIR QUALITY appropriate riat Minimum pressure.The system shall to charged with regulated dry nitrogen and appropriate tracer gas to bring system pressure up to 300 psig minimum. SPECIAL PURPOSE CONTACT ADHESIVE 250 CLEAR 730 0 0 5.506.1 OUTSIDE AIR DELIVERY.For mechanically or naturally ventilated spaces in buildings,meet the minimum requirements of Section 120.1(Requirements For Ventilation)of the California Energy Code,or the applicable local 5.508.2.5.2 Leaks.Check the system for leaks,repair any leaks,and retest for pressure using the same STRUCTURAL WOOD MEMBER ADHESIVE 140 OPAQUE 550 code,whichever is more stringent,and Division 1,Chapter 4 of CCR,Title 8. gauge. TOP&TRIM ADHESIVE 250 SPECIALTY PRIMERS,SEALERS&UNDERCOATERS 100 o o 5.506.2 CARBON DIOXIDE(CO2)MONITORING.For buildings or additions equipped with demand control 5.508.2.5.3 Allowable pressure change.The system shall stand,unaltered,for 24 hours with no more ventilation,COS sensors and ventilation controls shall be specified and installed in accordance with the requirements than a+/-one pound pressure change from 300 psig,measured with the same gauge. SUBSTRATE SPECIFIC APPLICATIONS STAINS 250 of the California Energy Code,Section 120(c)(4). METAL TO METAL 30 STONE CONSOLIDANTS 450 SECTION ENVIRONMENTAL COMFORT 5.508.2.6 Evacuation.The system shall be evacuated after pressure testing and prior to charging. PLASTIC FOAMS 50 �� 5.507.4 ACOUSTICAL CONTROL.Employ building assemblies and components with Sound Transmission Class 5.508.2.6.1 First vacuum.Pull a system vacuum down to at least 1000 microns(+/-50 microns),and EXCEPT WOOD 50 SWIMMING POOL COATINGS 340 (STC)values determined in accordance with ASTM E 90 and ASTM E 413,or Outdoor-Indoor Sound Transmission hold for 30 minutes. POROUS MATERIAL ( ) Class(OITC)determined in accordance with ASTM E 1332,using either the prescriptive or performance method in WOOD 30 TRAFFIC MARKING COATINGS 100 Section 5.507.4.1 or 5.507.4.2. 5.508.2.6.2 Second vacuum.Pull a second system vacuum to a minimum of 500 microns and hold for 30 TUB&TILE REFINISH COATINGS 420 minutes. FIBERGLASS 80 Exception:Buildings with few or no occupants or where occupants are not likely to be affected by exterior WATERPROOFING MEMBRANES 250 noise,as determined by the enforcement authority,such as factories,stadiums,storage,enclosed parking 5.508.2.6.3 Third vacuum.Pull a third vacuum down to a minimum of 300 microns,and hold for 24 hours structures and utility buildings. with a maximum drift of 100 microns over a 24-hour period. WOOD COATINGS 275 1.IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, Exception:[DSA-SS]For public schools and community colleges,the requirements of this section and all THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED. WOOD PRESERVATIVES 350 subsections apply only to new construction. 2.FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE ZINC-RICH PRIMERS 340 5.507.4.1 Exterior noise transmission,prescriptive method.Wall and roof-ceiling assemblies exposed to THE VOC CONTENT SPECIFIED IN THIS TABLE,SEE SOUTH COAST AIR 1.GRAMS OF VOC PER LITER OF COATING,INCLUDING WATER&EXEMPT COMPOUNDS the noise source making up the building or addition envelope or altered envelope shall meet a composite STC CHAPTER 7 QUALITY MANAGEMENT DISTRICT RULE 1168, 2.THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN rating of at least 50 or a composite OITC rating of no less than 40,with exterior windows of a minimum STC of www.all.ca.gov/DRDB/SC/CURHTML/Rl168.PDF THE TABLE. 40 oro'TQ of 30 in the following locations: INSTALLER&SPECIAL INSPECTOR QUALIFICATIONS 3.VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, 1. Within the 65 CNEL noise contour of ar airport. 702 QUALIFICATIONS ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE,FEB.1,2008.MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD. Exceptions: 702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or TABLE 5.504.4.2-SEALANT VOC LIMIT 1. Lan or CNEL for military airports shall be determined by the facility Air Installation Compatible certification program.Uncertified persons may perform HVAC installations when under the direct supervision and 5.504.4.3.2 Verification.Verification of compliance with this section shall be provided at the request of Land Use Zone(AICUZ)plan. responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems. Less Water and Less Exempt Compounds in Grams per Liter the enforcing agency.Documentation may include,but is not limited to,the following: 2. Ldn or CNEL for other airports and heliports for which a land use plan has not been developed Examples of acceptable HVAC training and certification programs include but are not limited to the following: manufacturer's product specification s 1. hall be determined by the local general plan noise element. SEALANTS CURRENT VOC LIMIT 2. Field verification of on-site product containers 1. State certified apprenticeship programs. ARCHITECTURAL 250 5.504.4.4 Carpet Systems.All carpet installed in the building interior shall meet at least one of the testing and 2. Within the 65 CNEL or Lan noise contour of a freeway or expressway,railroad,industrial source or 2. Public utility training programs. roduct re uirements: fixed-guideway source as determined by the Noise Element of the General Plan. 3. Training programs sponsored by trade,labor or statewide energy consulting or verification organizations. MARINE DECK 760 P Q 4. Programs sponsored by manufacturing organizations. NONMEMBRANE ROOF 300 1. Carpet and Rug Institute's Green Label Plus Program. 5.507.4.1.1.Noise exposure where noise contours are not readily available.Buildings exposed to a 5. Other programs acceptable to the enforcing agency. 2. Compliant with the VOC-emission limits and testing requirements specified in the California noise level of 65 d6 Lea-1-hr during any hour of operation shall have building,addition or alteration ROADWAY 250 Department of Public Health Standard Method for the Testing and Evaluation of Volatile Organic exterior wall and roof-ceiling assemblies exposed to the noise source meeting a composite STC rating of 702.2 SPECIAL INSPECTION[HCD]. When required by the enforcing agency,the owner or the Chemical Emissions from Indoor Sources Using Environmental Chambers,Version 1.1,February at least 45(or OITC 35),with exterior windows of a minimum STC of 40(or OITC 30). responsible entity acting as the owners agent shall employ one or more special inspectors to provide inspection or SINGLE-PLY ROOF MEMBRANE 450 other duties necessary to substantiate compliance with this code.Special inspectors shall demonstrate competence 2010(also known as CDPH Standard Method V7.1 or Specification 01350). 5.507.4.2 Performance Method.For buildings located as defined in Section 5.507.4.1 or 5.507.4.1.1,wall and to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed.In addition to OTHER 420 3. NSF/ANSI 140 at the Gold level or higher; roof-ceiling assemblies exposed to the noise source making up the building or addition envelope or altered other certifications or qualifications acceptable to the enforcing agency,the following certifications or education may be 4. Scientific Certifications Systems Sustainable Choice;or envelope shall be constructed to provide an interior noise environment attributable to exterior sources that does considered by the enforcing agency when evaluating the qualifications of a special inspector: SEALANT PRIMERS 5. Compliant with the Collaborative for High Performance Schools California(2014 CA-CHPS)Criteria listed in the CHPS High Performance Product Database. not exceed an hourly equivalent noise level(Leq-1 Hr)of 50 dBA in occupied areas during any hour of operation. ARCHITECTURAL 1. Certification by a national or regional green building program or standard publisher. 5.507.4.2.1 Site Features.Exterior features such as sound walls or earth berms may be utilized as 2. Certification by a statewide energy consulting or verification organization,such as HERS raters,building NONPOROUS 250 5.504.4.4.1 Carpet cushion.All carpet cushion installed in the building interior shall meet the appropriate to the building,addition or alteration project to mitigate sound migration to the interior. performance contractors,and home energy auditors. requirements of the Carpet and Rug Institute Green Label program. 3. Successful completion of a third party apprentice training program in the appropriate trade. POROUS 775 5.507.4.2.2 Documentation of Compliance.An acoustical analysis documenting complying interior 4. Other programs acceptable to the enforcing agency. MODIFIED BITUMINOUS 500 5.504.4.4.2 Carpet adhesive.All carpet adhesive shall meet the requirements of Table 5.504.4.1. sound levels shall be prepared by personnel approved by the architect or engineer of mmrd. Notes: MARINE DECK 760 5.504.4.5 Composite mod products.Hardwood plywood,particleboard and medium density fiberboard 5.507.4.3 Interior sound transmission.Wall and floor-ceiling assemblies separating tenant spaces and tenant ,fie) composite wood products used on the interior or exterior of the buildings shall meet the requirements for spaces and public places shall have an STC of at least 40. 1. Special inspectors shall be independent entities with no financial interest in the materials or thl OTHER 750 formaldehyde as specified in ARB's Air Toxics Control Measure(ATCM)for Composite Wood(17 CCR 93120 at project they are inspecting for compliance with this code. NOTE:FOR ADDITIONAL INFORMATION REGARDING METHODS TO seq.).Those materials not exempted under the ATCM must meet the specified emission limits,as shown in Note:Examples of assemblies and their various STC ratings may be found at the California Office of 2. HERS raters are special inspectors certified by the California Energy Commission(CECyt*lefe MEASURE THE VOC CONTENT SPECIFIED IN THESE TABLES,SEE SOUTH Table 5.504.4.5. Noise Control:www.toolbase.org/PDF/CaseStudies/stc_icc_ratings.pdf. homes in Californiaalifo according to the Home Energy Rating System(HERS). ^� r� COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168. 5.504.4.5.3 Documentation.Verification of compliance with this section shall be provided as SECTION 5.508 OUTDOOR AIR QUALITY [BSC-CG]When required by the enforcing agency,the owner or the responsible entity acting as y1g RR�r P requested by the enforcing agency.Documentation shall include at least one of the following: o 0 5.508.1 Ozone depletion and greenhouse gas reductions.Installations of HVAC,refrigeration and fire suppression shall employ one or more special inspectors to provide inspection or other duties necessary t In equipment shall comply with Sections 5.508.1.1 and 5.508.1.2. compliance with this code.Special inspectors shall demonstrate competence to the satisfac' t T P 5.504.4.3 Paints and coatings.Architectural paints and coatings shall comply with VOC limits in Table 1 of 1. Product certifications and specifications. agency for the particular type of inspection or task to be performed.In addition,the sperm'II ins e the AIRS Architectural Coatings Suggested Control Measure,as shown in Table 5.504.4.3,unless more 2. Chain of custody certifications. 5.508.1.1 Chlorofluorocarbons(CFCs).Install HVAC,refrigeration and fire suppression equipment that do not certification from a recognized state,national or international association,as determineed�b)TWI a stringent local limits apply.The VOC content limit for coatings that do not meet the definitions for the specialty 3. Product labeled and invoiced as meeting the Composite Wood Products regulation(see contain CFCs. area of certification shall be closely related to the primary job function,as determirl a en coatings categories listed in Table 5.504.4.3 shall be determined by classifying the mating as a Flat,Nonflat CCR,Title 17,Section 93120,et seq.). �VVVVVV or Nonflat-High Gloss coating,based on its gloss,as defined in Subsections 4.21,4.36 and 4.37 of the 2007 4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the 5.508.1.2 Halons.Install HVAC,refrigeration and fire suppression equipment that do not contain Halons. Note:Special inspectors shall be independent entities with no financial j t' aJr e California Air Resources Board Suggested Control Measure,and the corresponding Flat,Nonflat or Engineered Wood Association,the Australian AS/NZS 2269 or European 636 3S project they are inspecting for compliance with this code. � � Nonflat-High Gloss VOC limit in Table 5.504.4.3 shall apply. standards. o 0 5.508.2 Supermarket refrigerant leak reduction.New commercial refrigeration systems shall comply with the 5. Other methods acceptable to the enforcing agency. provisions of this section when installed in retail food stores 8,000 square feet or more conditioned area,and that 703 VERIFICATIONS t1h 5.504.4.3.1 Aerosol Paints and coatings.Aerosol paints and coatings shall meet the PWMIR Limits for utilize either refrigerated display cases,or walk-in coolers or freezers connected to remote compressor units or +� ROC in Section 94522(a)(3)and other requirements,including prohibitions on use of certain toxic 703.1 DOCUMENTATION. Documentation used to show compliance with this co h de but i of li APPROVAL condensing units.The leak reduction measures apply to refrigeration systems containing high-global-warming potential compounds and ozone depleting substances,in Sections d in areas u and the is California Code of construction documents,plans,specifications,builder or installer certification,in ioR re i or at met Riverside County Fire Department (high GWP)refrigerants with a GWP of 150 or greater.New refrigeration systems include both new facilities and the Regulations,Title Quality commencing with Section 945ly and y areas under the jurisdiction of the acceptable a the enforcing agency which demonstrate substantial conformer . h spec Ifc Us or6ce of the Fire Marshal replacement of existing refrigeration systems in existing facilities. Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product special inspection is necessary to verify compliance,that method of compliant �yill�specific n the 8pp hate limits of Regulation 8 Rule 49. Exception:Refrigeration systems containinglow Iola'warminfr Potential low-GWP refrigerant with a GWP section or identified applicable checklist. By: FSS KEVIN SHIN value less than 150 are not subject to this section._ow-GWP refrigerants are nonozone-d pleting refrigerants 10/26/2021 that include ammonia,carbon dioxide(COS),and potentially other refrigerants. The approval of plans and specifcefmns does not peonit the Nolabon.deletlon,omission or fanny Instillation of any reyuiner-he of Tina 2A or any Lowl ONinances.construction shall remain acwasible antl exposetl for Inspection puPoaes umil aPp_ by NaF De rIrr nt. DISCL.A111fi HIS DOCUMENTIS PROVIDED AND INTENDED TO BE USED ASA MEANS TO INDICATEAREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS(CALGREENI CODED JURISDICTIONS,THIS CHECKLISTIS TO BE USED ON AN INDIVIDUAL PROJECTBASIS AND MAYBE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS.THE END USERASSUMES ALL RESPONSIBILITYASSOCIATED WITH THE USE OF THIS DOCUMENT,INCLUDING VERIFICATION WITH THE FULL CODE. A Q A2 Q A Q A2 Q Q Q PG D115/21 39-II ' Q PG vo'5/21 O REVISIONS DATE gv 4 -o•• Id-7�' 6'-a�' II'-Idly' 0 AD1 3 1,2,3 5 1,2,3 4,5,6 0 ADA1 ADA1 DA DA n 0 Ln 56"MIN. Z N D 0) 71 9 10 1 3070 SG 0 ADAi 4,.E g U C Q \ N Z (n Ao, LLJ OFFICE i\R , „ D`� R;fZ4 OFFICE Z II'-x 12'-Id' g II'x W-S" O LL- 1 5-d 16 jS �' '3„ 0 -J RIDGE N O 0 �T'MIN. IL LLJ LOL— 3d70 SGy----J LLJ ADi I 3670 SC A—d > Q Ti L1/lili I 3070 5G 1 r3dX411 I I I I 2 DA SPADE I may-{ ® ® L---- _ O AD1 I Jp�' L O OFFIVL I- ' III 5 'y 5 II'-X Id-Id' _ Ja,pG Al! 3 z ' VI�I--TV `___ _______________J 4 � 0 11 II'X Id �� � 4�o�D 14 DA ®EE Pg5 C9,F2 0 A NICYIT WINDOW C 59993 �I w AOAO 30A0 5L d N 1 3040 k AOAO SL 16 a EXP.8-30-2022 ./ ASS ALLM. SS AJ".CLASS ALLM.CLASS saq CIViI 4 'TEMPE RED' 'TEMP RED" OF CALF 4 4:12 4:12 PA 10 3 ADi 9 19 ,I I Id-III' GLAZING NODE AL GLAZING TO 6E'TEMPERED" ROOF PLAN F7 O PLAN �AWIL0.AND INTERFACE FIRE U)„LVr-Vd'I� 1�LJ�IV Z LL- PLAN NOTES 0 PROVIDE A 6d'LEVEL LANDING Oi CODED COJGRETE 2, ON THE DIRECTION OF DOOR SWING O STAINLESS STEEL SINK W/DISPOSER AND k8" IN THE O'POSITE DIRECTION. SI ROOF NOTES ROOF VENTILATION TYP �V O LOWER GA61NET5 ® SIDE OF EXTERIOR DOORS ANDPW BIKE 'ON GLASS"A'"GGNGRETE TILE ROO=6Y O EACILE TILE ESR: 1900 O U'PER GAbINETS INTERIOR DOORS.PROVIDE 12"GN PUSH SIDE, Q A.- IIOa SF.ROOF AREA TO 6E VENTED.VENT AREA If T-Iz POOP REIXUIRED=I108/150= 7.38 SF. TYP ALL DOORSS A LATCH AND CLOSER. 0 O NOT lY=ED O LINEN/PAPER GA61NE7 J (2)GA6LE VENTS=2XA5x2A=i6J6/kk=k83 TOTAL VENT AREA PROVIDED ® INSTALL PORTAftE FIRE EXTINGUISHERS WITI1 A � O3 G.I. DRIP EDGE g.-(5)-DORMER VENTS IOOX5=500 S.I/IAA=347 SF.TOTAL VENT PROVIDED:3A7 SF, O Aa�RLET.PROVIDE TOILET PAPER MINIMUM RATING OF 2-A:10-6G IN GTFIGE O ADA LAVATORY TILE RIDGE GAP TOTAL VENT PROVIDED:747 5P- O7 o o a Og 1-JIFORM6/TOMELS •0 9 z m O5 G.1. VALLEY FLASHING THE OPENING SHALL 6E COVERED W/CORROSION RESISTANT O9 TOWEL HOLDER E m m METAL MESH W/1/6" IN OPENING DIMENSION. ® @1 O STAINED WOOD FASCIA PROVIDE A NET FREE VENTILATING AREA O- 1/150 y z + GT THE AREA Of THE SPADE 0E VENTILATED. SS GRA,p BARS Of m z O24"01.DORMER VENT W/G.I. t" m O SCREEN W/1/5"OPENING ,1 PAPER TOWEL DISPENSER + w v O OB 22'k3d'ATTIC AGGE55 1Q SOAP DISPENSER \ N o O TILE SHOWER NO TRESHO�D RESERVE A 50 LT. ARE ON 1Q 9 ROOT.FOR FUTURE S�R ZONE. MIN 14 PHONE/INTERNET POARD ^ z N Y O n 6 DIMENSION. n w w w 15 TANKLESS WM APPROVAL Riverside County Fire Department Once of the Flre Marshal 0 FRIDGE CONCRETE STOOP.FOR NIGHT 0 Q BY: FSS KEVIN SHIN 1 WINDOW \ 0/26/2021 18 EXIT 6RAILLE SIGN.SEE DETAIL �� \ me appm.el or pier,:a�a:veoivearoa:sees aot vermn me S/ADA �4 'bill-deietbn,omission or faulty lestallali=or any 19 W'6q.COLUMN �O� scn� DATE / reawremeob orrme za oraw Lpwl Ordba„cea.cp�svucdo� 1 . 6 os 21 shall remab auaaerob aed a.peeaa rer ieepediee paryoeas ® KNOx RAPID ENTRY SYSTEM 64X 0� BY doe NO. =tll app bl by me Fire Oepedment. Q ra'L� 2 1 —1 5 ® CERAMIC TILE IN 6ATHROOMS, Q PT NO. EXTEND UPWARD THE A" INCHES. A 1 OF SHEETS 0 ELEVATION/SECTION NOTES Q 1 21 Oi 5 rOR GLASS"A"CONCRETE TILE ROOF O/#30 FELT 0/1/,' Q GDX FLY OR APA RATED 056 W/INTEGRATED RADIANT Q I PG 7/OS/21 2 IARRIER O/FRAMING SEE FRAMING NO REVISIONS I DATE BY 6TUGCO O/WOOD FASCIA.FOR FIRE PROTECTION. Q G.I. DRIP EDGE R-21 INSLLA7I01,1 0 EXT.STW60 9 9 T.O.W. - ADi ADi TO.W. �_� O O/PAPER6AGKED EWIRff MESH TO MATCH EXIST. Z L(7 APPLY TWO LAYERS G7=GRADE 'D"'PAPER N A7 ALL PLY.SHEARWALLS. 0 - AD1 5 ADi- ILI L Ul IE 12 AD1 O 140r X 2A 6AELE VEN7 W/6.1.MESH W/I/8"" U t� AD1 O O7 TRUSSEa SEE FRAMING. — (n O R-'�S INSI,LATIDN w FF. O9 e'6YP6LM WARP AT 6EILIN6 Z J 0 5 ,a DOU6LE 2X TOP RATE ?� LL z cn NORTH ELEVATION WEST ELEVATION 2X SlK o � w ,2 LI TE P &Y GYPSLM AT 15A Q W 4„= I'-d" W P-GY6.60ARD AT 6A7HROOMS. ch Co 0 2X EL00KIN6 A7 MIDPOINT W Y ,q 2X P.T.SILL RATE Q 15 4"REINFORCED 6,ON6RETE SLAG W/VAPOR I5ARRIER 16 26 GA WEEP SCREED.k!'ABOVE FG. 12 5 P. REINFORCED FOOTING SEE FOUNDATION gpFEss 4 r-- -7 4 �507JD t� 2X CONT-6LOCKING / a EXP.853032022 \ ,9 STUCCO D DOD FRAME GOLLMN 6EYOND.SEE ELEVATIONS. TOP. 2 STONE VENEER Sa q CIViI 4 2"PIA.6.1.VENT W/CORROSION DP CALF RESISTANT WIRE MESH W/1/6'CPENIN6S. TO.W. STL<r,GO UNDER EAVES AND RAKES. LEGEND Z j F.6.=F NISH GRAPE 0 -ADi FF.#INI5H FLOOR FF. TO.W.70P CF WINDON 0 TOP:TOP Of RATE W 4 5 5 TOR=TOP OF RIME (n 0 SOUTH ELEVATION EAST ELEVATION 0 0 m U) Z 0 ,s , W z J W � 6 TOP. 5 o < o a 0 9 z m 9 E m o 4 1 12 1 II i ,9 3 y o J¢ II + m 3 RE5TROaA OPEN OFFICE O� 14 14 15 15 li ^ g w N N APPROVAL Ri—itl<C...ty Fire Department ORca of the Fire Marshal BY: FSS KEVIN SHIN 1 10/26/2021 m<aaaroalmala<s a<a w<ar<no<:ao<s<oc a<�um< tl. scar Dare Nolafi<n,aeleuon,omissio<or ranrinrallzro<oranr 1 6 08 21 requirements of Tllle 24 pr apy L-1 Ordpapa<s.Ol—dlpn shau r<m<m sc�ssml«<e<,poe<e mr mep<di-p<­ QQj ev 21 No.1 5 -bl<pp—by M<Flr<D<pe—N. O(�1`Q! EET NO. P Al A2 OF SHEETS 0 0 0 FOOTING OPTION"A" FOOTING OPTION"B" J"EXT.srx6o zq 0/1APER6AGKED LATH Q #4FIORIZONTALREBAR NSU"ATOM PER TITLE'L/i Q (USE BOND BEAM BLOCK) 7/OS/Z GAS VENT MIN. No REVISIONS DATE BY 6"OR 8"BLOCK CLEARANCE 4"NOMINAL GONGRETE "HEIGHT I-R" #4 HORIZONTAL AT 32"MAX.O-C. FHao MOUNTE TYPE "B" VENT 6.1. WEEP SCREED `�-A� °F FOOTING (USE BOND BEAM BLOCK) °F R° LIGHT TO WOOD 1 SEETABLE"A" SEETABLE"B' LL Q FOR REBAR SIZE FOR REBAR SIZE COMBUSTION AI Q AND SPACING AND SPACING a �EaMR," tee FROM ATTIC o z a F� -III- N FINISH GRADE PROVIDE CONVINIENCE �, z vi _—_ IIII - 0 (, #a REBAR . -1 III -III z _ OUTLET WITHIN 25' OF QN11NUODS IIII= z w �uu (2>-#4REBAR EQUIPMENT _ 0 1r 1D• IIII=_ 10•12' w(n _ • =IIII CONTINUOUS IIIIIIII . PROVIDE POSITIVE �`' I��— — d I-- U REVENSE _ =III€IIII I- w" � •� ELECT. DISCONNECT. � NGWID� FOOT W, O CONDITIONED o LL-I EITHER REBAR SEETABLE'A' SEE TABLE ABLE-"B'' ALLFOOTINGSADJACENTTO AIR SUPPLY PLENUM F.A.U. z El� SLOPES TO BE AT LEAST 5'TO TABLE"A" TABLE 11 W DAYUGHTASSHOWNBELOW. H W VaRncu STUCCO SCREED ,"-,'-,,., z_ VLRncA : 17" #4 @ 48"O.C. 3' 19" #4 @ 48"O.C. 1 a' zo" #a@ae o.c. a' zr' #a@aa'o.c. CIRCULATING 5' 23" #4048. @49"O.C. �g4'`Tt 5' AIR SUPPLY O J 6' 29" #4 @ 24"O.C. 6' 34" #4 @ 24"O.C. LLJ �No rvry A IC ACCESS 1.— ACCESS TO FURNACE MUST BE LARGE HEADER Q NOTES: CHECK WITH THE BUILDING DEPARTMENT TO ENOUGH TO PERMIT REMOVAL OF THE GYP. BD. EXT. FINISH Of CO LIJ 1)THISDESSNDOEs IN ALLOWGRADEDIFFERENTALSOF VERIFY IF A BUILDING PERMIT IS REQUIRED. LARGEST PIECE OF FURNACE 30' MIN. CASING Uj Y MORE THAN 6"ON OPPOSING SIDES OF THE WALL-THLS LS WHEN A PERMIT IS REQUIRED,THE FOLLOWING 2.— PASSAGEWAY TO THE ATTIC FURNACE \ Q NOT A RETAININGWALL INSPECTIONS ARE REQUIRED: ATTIC LIGHT SHALL BE UNOBSTRUCTED & HAVE A J 2)FENCEHEIGHTS ARE REGULATED-CONSULT ZONING 1)FOOTING:EXCAVATION TRENCH CLEAN wTi SWITCH CONT. SOLID FLOORING NOT LESS THAN DOOR RE AT GULONSBEFOREBEGINNING CONSTRUCTION. STEEL IN PLACE AND SUPPORTED 3"ABOVE ANO 3)NOWATERCOURSE ORNATURAL.DRAINAGESHALLBE AWAY EROM THE SURROUNDING EARTH/OIRT. 24" WIDE, NOT MORE THAN 20' LG. OBSTRUCTED. 2)REBAR/PRE-GROUT;BOND BEAM REBAR AND 6.— PROVIDE A SECONDARYMAX. N(� (� TT 4)GROUT ONLY THE CELLS CONTAINING REBAR.THIS WALL VERTCAL REBAR IN PLACE-INSPECTION PRIOR TO 3.— MAX DISTANCE OF F.A.U. TO SCUTTLE S ISNOT DESIGNEDFORALLCELISTOBE GROUTED. PLACING GROUT. WATER TIGHT CORROSION 5)ALL REBAR TO BE ASTM SPEC.A61$,GRADE 4O MINIMUM. 3)FINAL:AFTER GROUTISPLACED-PRIORTO ANY RESISTANT METAL PAN 20'-0". 6)ALL.BEHAR LAP SPLICES TOBE24"MINIMUM. DECORATIVE CAP PLACEMENT. 4.— FURNACE MUST BE APPROVED FOR ATTIC 7)AU —C-90GRADEN. BELOW CONDENSATE. QXzOFIU Dg)N9 BI REBARTD BE CENTERED IN MA9DNRYCEL.L9. INSTALLATION BY AN APPROVED TESTING SOUR c < WESTERN R--..[CouHry Co..UNIFORM—PRO— PRODUCING EQUIPMENT LABORATORY. 'SEE PAGE 2 FOR ADDITIONAL.INFORMATION' CITY OF LAKE ELSINORE INSTALLED IN THE ATTIC. 5.— PROVIDE MIN. 30" DEEP UNOBSTRUCTED THRESHOLD FOR LO C 59993 DISCLAIMER: F BUILDING DEPARTMENT WORKING SPACE IN FRONT OF FURNACE. EXT. DOOR or4� THE SECONDARY DRAIN LINE EXP.6-30-20E2 ALTERNATE DESIGNS MAY BE POSSIBLE LAK�EVLSInoKI: MUST BE SHOWN ON A POINT WHERE SLOPE STOOP OR u WHEN PROVIDED WITH AN ENGINEERED 'r"--- FREESTANDING BLOCK WALL DRIVE fT ANALYSIS.USE OF THIS STANDARD DESIGN IT CAN BE READILY OBSERVED. 9T c)vi� IS AT THE USERS RISK AND CARRIES NO IMPLIED OR INFERRED GUARANTEE AGAINST 13D S.MAw STREET,LAIC EtsrvoRE,CA92530 0'A'` FAILURE OR DEFECTS. 1/1/200B PAGE,GE. /A�l.CLG��L6�L FREE STANDING BLOCK WALL NG ll� F 14 FAU DETAIL 3/4" V-0" 6 DOOR DETAIL 3/4" 1'-O" 2 GYP. BD. EXTERIOR FINISH EXTERIOR FINISH ONC. TILE ROOF 2 x WINDOW TRIM OPTIONAL 4X4 W/CBSQ44 Q O/2X6 RAFTERS CAULKING 12 TOP OF WALL HEADER SEE NOTE Di (4)TYP. — — — — — = WOOD CAP WX 2xFASCIA SHIM ATTACH A SILL STRIP of FLASHING MATERIAL AT LEAST SLOPE TOP TO DRAIN /PC4 PENETRANT APPROVAL U) 12"WIDE WITH THE TOP EDGE EVEN WITH THE TOP EDGE Riverside County Fire Depallment OF THE ROUGH SILL,EXTEND THIS SILL STRIP AT LEAST CUT LINER PANEL TO FIT Office of the Fire Marshal J 12"BEYOND THE EDGE OF THE ROUGH OPENING FOR WINDOW. 1/Z" DRYWALL AROUND PENETRANT WITH ArrncH FLASHING WITH GALVANIZED ROOFING NAILS OR RUST PAPER BACKED LATH 1/2" NOM. ANNULAR SPACE RESISTANT STAPLES. BY FSS KEVIN SHIN SCRATCH COAT 4" CURB 3 IDES DUAL GLAZED INTERIOR FINISH MORTAR SETTING BED WINDOW TYP. UNO a 10/26/2021 Lli _ _ STUD WALL 1 1/2' THICK STONE 9x9X6 I a Thee Q Ppm,of Planaand i.r.,wtity'roesnotpermit e INSULATION VENEER WT: 15#/SF GGNTAINER - - La dolefion,aelenen,emieMen er rawly malalleunn Oran Lu requirements of Tlrle 24 or any Local OTrinances.C.—ion WHERE OCCURS ICC-ES ESR-2826 N shell remain a�"aaaime ano e.p"sea Lo,"apeal"e pu SEE NOTE until approveroytne Hre Deparment J AFTER THE SILL IS IN PLACE ATTACH JAMB STRIPS(SIDE OF MORTAR JOINT CONI NE HOUR: 1 LAYER Q C. /8" TYPE ": OPENINGS AT LEAST 12"WIDE WITH THE INSIDE EDGE FLASHING STL W/MESH CAULKING EVEN WITH EDGE OF WINDOW OPENING.START JAMB STRIPS 1"BELOW WEEP SCREED DOORS YPSUM BD. FIREHALT THE SILL STRIP AND EXTEND JAMB STRIPS 6"ABOVE THE LOWER EDGE SEALANT OF THE HEADER(TOP OF WINDOW OPENING). GRADE 4" DIA. STL X8x16 rl_O" PIPE CMU 0 2 x WINDOW TRIM OPTIONAL w GGNG.sLA6 RAFTERS ER STRUCT. U MANUFACTURED STONE VENEER 15 TRASH ENCLOSURE /4" r-Q" 11 SHAFTWALL PENETRATION 7 WINDOW DETAIL -1/," = 3 Q APPLY A BEAD OF CAULKING TO THE BACK SURFACES OF THE WINDOW,THEN PIACE THE WINDOW INTO THE ROUGH OPENING 2X OUTLOOKERS RAFTERS PER STRUCT_ WITH FLANGES OVER THE INSTALLED FLASHING STRIPS. 0 n Y AFTER WINDOW IS PLACED,INSTALL THE HEAD FLASHING OVER THE WINDOW FLANGE.THIS IS ANOTHER STRIP OF FLASHING AT TRUSSES LEAST 12"WIDE. Z RIDGE TILE 1-LAYER 30#FELT INS PER ° C, GI < CLASS "A" CONIC. TILE ROOF O/FOIL FACED PLY. RADIANT TITLE 24 0, m F o ¢ m NOTES:SECTION UNIFORM BUILDING CODE CALLS FOR FLASHING PAINTED G ROOF TILE G.I. U z U OF ALL EXTERIOR OPENINGS EXPOSED TO WEATHER TO MAKE THEM Z CONTINUOUS RIDGE 0/ #30 FELT BARRIER/ROOF SHEATHING ® di DRIP EDGE y ¢ + i= WEATHERPROOF.SINCE U.B.C.DOES NOT OUTLINE PROCEDURES FOR m VENT VAULTED ONLY. Z N WINDOW FLASHING.TECHNIQUES SHOWN HERE ARE RECOMMENDED. USE"MOR POSSIBLE FLASHING BY FLASHING MATERIAL, CORP.OR EQUAL C N g STUCCO GLASS "A" GONG. TILE & w O WHENEVER POSSIBLE FOR FLASHING MATERIAL. 2X RIDGE BD. WRAPPED & � U w m CAULK BACK OF WINDOW FRAMES BEFORE SETTING OR 4X HIP BEAM 2X FASCIA USE WINDOWS THAT ARE WATERTIGHT. PLY. SHEATHING 7?•, 12 y ¢ B SEE STRUCT. DIAPHRAGM W/ STUCCO WRAPPED v ri N INTEGRATED FOR FIRE `O m � o � RADIANT BARRIER PROTECTION rn RAFTERS PER o HE Y o A STRUCT. FELT 1-LAYER 30# PAINTED G.I. w o iO F a FRAMING DRIP EDGE PAINTED 5/8" GYP ACEOu w w m STARTING AT THE BOTTOM OF THE WALL(SOLE PLATE)LAY SEE STRUCT_ BD. LIGHT ORANGE M y WATER-RESISTANT PAPER UNDER THE SILL STRIP,CUT ANY STUCCO PEEL FINISH N S 1 EXCESS WATER RESISTANT PAPER THAT MAY EXTEND ABOVE INTEGRAL COLOR 7 8" WRAPPED DOUBLE THE SILL FLANGE ON EACH SIDE OF THE OPENING,SHOWN / ON DIAGRAM AS SHORT DASH LINES).INSTALL SUCCEEDING EXT. CEMENT PLASTER 2X FASCIA TOP PLATE COURSES OF WATER-RESISTANT PAPER(B,&C ETC.)OVER 24 GA. (CORROSION 0/PAPERBACKED WIRE MESH PAINTED 1/2" GYP JAMB AND HEAD FLANGES IN SHINGLE-BOARD FASHION, RESISTANT METAL) STUCCO TRUSS TRAILS BD. LIGHT ORANGE LINE WIRE,WHEN USED AS BACKING TO SUPPORT WATER-RESISTANT VALLEY FLASHING- PEEL FINISH BUILDNING PAPER OR FELT BENEATH LATH FOR STUCCO SHOULD BE PROVIDE 30# ROOFING FOR FIRE PROTECTION INSTALLED ACCORDING TO INDUSTRY STANDARDS AND PRACTICE. UNDERLAYMENT BELOW PLYWOOD SHEAR PANEL INSULATION PER SCALE DATE No ATTACHMENT DEVICES NOR THE WIRE BACKING SHOULD COVER MOISTOP VALLEY WHERE OCCURS SEE STRUCT EXTERIOR SIDING O/O/BLDG. TITLE 24 NOTED 6 08 21 OR PENETRATE FLASHING MATERIAL PERIPHERAL FLASHING / AT ALL EDGES OF WALL OPENINGS MUST COVER WIRE BACKING SWEAT SHEET. PAPER E ipnp �+ PLYWOOD SHEAR PANEL C DwN NO. I YBKe 72 x 6 STUDS ® WHERE OCCURS SEE STRUCT/ 2 x STUDS ® UUI DIVI I N 16' O.C. U.N.O. APPLY TO LAYERS OF GRADE "D" PAPER 16' O.C. U.N.'Permit I BLDG A 2 -1 3 AT ALL WOOD SHEARWALLS Date:1 25/2021 :1 A WINDOW FLASHING NO SCALE 2p RIDGE/HIP 16 VALLEY FLASHING 12 RAKE DETAIL 8 EAVE DETAIL g g /4" = 1'-0' 1/2"=1'-0" 3/4" 1'-0" 3/4" 1'-0" of SHEETS 0 A Q A2 Q EL�LECTRIC/UTILITY SYMBOLS - }CEILING LIGHT FIXTURE PG 7/O5/21 Y IYL� NO REVISIONS DATE BY {,LL)-CEILING LIGHT LED FIXTURE Q �FI(-HANGING LIGHT FIXTURE f( WALL MOUNTED LED FIXTURE Q +72"U.N.O.(SEE PLANS FOR TYPE) MS/PH WALL MOUNTED LED FIXTURE 0 W/MOTION SENSOR/PHOTO Ln ELECT. Z N TANKLE66 INCANDESCENT RECESSED LIGHT FIXTURE D 0) CAMERA IGNT6 3 WATER O /L J GAMERA/LIGYIT6 © LED RECESSED LIGHT FIXTURE 6EGlRITY YIEATER 2�f7V 6EGURITY (40 LUMENS/WATT GRAIL. LIGHTING KITCHEN&BATH) 0- w &EXHAUST FAN(MIN.100 CFM IN KITCHENS,50 CFM LAUNDRY) c u \ z EXHAUST CFM MIN+IN ED LIGHT(50 BATHROOMS)COMBINATION C VAPOR PROOF LED LIGHT FIXTURE St io // -� PRP/i� 110V DUPLEX RECEPTACLE Lj �--- REQU REMENT6 NOTE HEIGHT IF OTHER THAN +12" Z FOR FUIZ,RE SG-AR 1/2 HOT OUTLET v J O GFI GROUND FAULT CIRCUIT INTERRUPTER Z Z WP GFI DUPLEX WATERPROOF GFI — m I I 1p 220V OUTLET 0 V) C 220V C.B. BOX FOR AC COMP. 36"HIGH NEC. SECT. 422.26 > —1 I SINGLE POLE SWITCH 0+48" $3 THREE WAY SWITCH 0+48" FOUR WAY SWITCH ®+411" Q CO W o- PUSH BUTTON 0+36" LI..I 't y �T ® CHIMES > < 4-5 -0 4 PHONE JACK 0+12"&4'-0"®KITCHEN 01---- —-—-— 4-55 TELEVISION JACK+12" ofJ HOSE BIB(AND SHUT-OFF VALVE IF NOTED) F7 C-171 \ - GAS+ FUEL GAS \, Q6D/GO LOOSE KEY VALVE + PROVIDE COLD WATER LINE TO REFRIGERATOR I �O SMOKE DETECTOR HARDWIRE TO HOUSE CIRCUITRY GFI OBO IN TANDEM AND PROVIDE BATTERY BACKUP. QgpFESSg/, j AND INTERCONNECTED �50UD G, 1 + GFI UNDER CABINET FLUORESCENT �-- � C 59993 r'L GFI �1'x 4'4-TUBE LED w —_—_—_- j --_—_—_� a: EXP.6-30-2022 �D GAS VALVE ¢ l GW Sag OFCA ELECTRIC NOTES: I.-SMOKE/CO DETECTORS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS OF THE UNIT. SECTION 310.9.1. GAMERA/LIGI-1T6 6EGUZITY ------ 6ECkRITY 2.-BATHROOM CIRCUITING SHALL BE EITHER: a)A 20 AMP. CIRCUIT DEDICATED TO EACH BATHROOM. OR 5)AT LEAST ONE 20 AMP. CIRCUIT SUPPLYING ONLY BATHROOM RECEPTACLE OUTLETS. PER CEC ART. 210-11(c)3. 3.-ALL POWER AND LIGHTING OUTLETS IN FAMILY ROOMS, PARLORS,LIBRARIES, DENS, BEDROOMS,SUNROOMS, RECREATION ROOMS,HALLWAYS AND SIMILAR AREAS ARE TO BE PROTECTED BY A"LISTED AFCI BREAKER"KITCHENS, BATHROOMS, AND BASEMENTS ARE EXEMPT FROM THIS REQUIREMENT.(CEC 210.12(A)) L ELECTRICAL PLAN a = -0 1000 6F. g J Q U_ H U LL1 J Ld 0 0 9 z m 0 3 y o J¢ tT nip V w m \O z \ O N U U APPROVAL o + rn o Riverside County Flre Department U O n Office of the Fire Marshal . w — eY. FSS KEVIN SHIN 10/26/2021 a t�� V ¢ Y a me ar,p,osal or pla"s and svaclnoanons pes oo�oertnl Q rege�r'o aroa.deleroe.om�ssloa oraw�r es�allar y emem:or rue za or aev Looal oraman eheu remem eooasslcle eoa e.posee ror ms Po �� oemevnroredoy`Fire Deaarc �\ O� scnL DnrE 6/08/21 JOB NO. Q Ora�ei' 2 1 —1 5 EET NO. E1 OF SHEETS 3'-0" 3'-6" 11, MAX. MIN.FACE OF FINISH MAX. FOLDING 0 SEAT 2 PC 9/15/21 ZtIl PC 7/08/21 SINGLE LEVER X ? > t/4'THK.SYMBOL CENTERED ON Q J Q y O Iv0 REVISIONS E_E BY MIXING VALVE CONTROLS d DOOR 0 60"ABOVE FINISH FLOOR, TOP OF MOUNTING EE o F 0.cn 4'-0" -111 AND TO BE DISTINCTLY DIFFERENT Q o Z BRACKET Z w O MIN.CLEAR O �j FROM THE DOOR IN COLOR AND I g L U 2 ___ r7 CONTRAST. SEAT 1O L-—-1 Z LL U o i '2 t2^ n / SOATDIN 'a of a `D AR / \� Lo _I 0 II a p / R.R. Z N Q F ih o Z a - 60" DIAMETER p ,Kl Li FOR TURNING a- Q MAX. / �vJ u YEVLLLD LJJ1 MOUNT H/C SYMBOL SIGN AND IDENTIFICATION SIGN AT EACH zE/z"MAX. RESTROOM ENTRANCE AS SHOWN ON ELEVATION. OF O TRESHOLD HANDICAP SIGNAGE TO BE FABRICATED OF METAL WITH J FOLDING SEAT NS 10 SHOWER E L E VAT I O N NS 7 ENAMEL PAINT FINISH SECURELY MOUNTED TD Z ,� z WALL AT RESTROOM.CAULK AS NECESSARY TO FINISH TO WALL. �j — (n -LETTERING o p > W 1/32" NOTES: WATER CLOSET CONTROLS (0 LJ._ SHALL BE OPERABLE W/ONE HAND,& ; Q lEvAff O SIGNAGE SEE FLOOR PLAN SHALL NOT REQUIRE TIGHT GRASPING, 1 0 0 0 0 CORRESPONDING GRADE II BRAILE FOR NOTES PINCHING OR TWISTING OF THE WRIST, eAlPI O O LETTERS AND NUMERALS SHALL BE CONTROLS TO BE MOUNTED®WIDE SIDE RAISED 1/32", UPPER CASE, SANS SERIF TYPE AND SHALL BE ACCOMPANIED OF TOILET NO MORE THAN 44"A.F.F. 6WITH GRADE II BRAILLE. RAISED CARACTERS SHALL THE FORCE REQ'D TO ACTIVATE SHALL Q�OUD O O O BE AT LEAST 5/8" HIGH, BUT NO HIGHER THAN 2" BE LESS THAN 5 LBS. c� ' SqOOLITERARY BRAILLE [*D,O' STANDARD DIMENSIONS Q C 59993 -30-2� EXP.6-30-2062 DOT DIAMETER .059 INCHESINTER—OOT SPACING .090 INCHES ^ Eq' EQ'O O BETWENT CELLS ARATION .241 INCHES 54' MIN U m 9TFOICAL_VERTICAL SEPARATION BETWEEN CELLS .395 INCHES Z PA.R WHERE REQUIRED:TACILE EXIT SIGNS SHALL BE REQUIRED 42" MIN 3' AX. Q JOOO Q OR MOUNTEDAT THE FOLLOWING LOCATIONS:I.EACH GRADE—LEVEL EXTERIOR E%IT DOOR SHALL BE GRAB BAR W F—ADHESIVE IDENTIFIED BY A TACTILE Exit WITH THE WORD,"Exit. U z CENTER VINYL SYMBOL O A 2.EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT BY MEANS OF A STAIRWAY OR = OF SYMBOLS COLOR & A RAMP SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH (� PATTERN TQ THE FOLOWNING WORDS AS APPROPRIATE _} SYMBOLS CONTRAST W/ A.THE, STAIR DOWN' DOOR 7 :EX RAMP DOWN" DOOR, TYP. 17 C."EXIT STAR UP" D."EXIT RAMP UP" ID AT TOP 60 1 U 54" N T.S. 3.EACH EXIT DOOR THAT LEADS DIRECTLY TO A TOILE PAPER TGRADE—LEVEL EXTERIOR EXIT BY MEANS OF AN EXIT ENCLOSURE OR AN EXIT PASSAGEWAY SHALL BE IDENTIFIED Z BY A TACTILE EXIT SIGN WITH THE WORDS"EXIT ROUTE'. ,r� Q 2'" 4.EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR 2� 8 AT TOP AREA TO A CORRIDOR OR HALLWAY THAT IS REQUIRED TO 7" HAVE A VISUAL EXIT SIGN,SHALL VE IDENTIFIED BY A z 7'-9' FIN. APART 8 TACTILE EXIT SIGN WITH THE WORDS,"E%R ROUTE". FLR. AT BASE 5.AT ass[ DENETIFEDEXBY AOOR SIGN*IIITHROUGH THE WORDS,HORIZONTAL70 EXIT"SHALL BE MAX. r AT BASE PERMANENT SIGNAGE TO BE INSTALLED ON THE *OWNER TO PROVIDE AND INSTALL* WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. MOUNTING LOCATION MUST ALLOW A PERSON TO APPROACH WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING PATH OF THE DOOR DOOR SWING PATH SECTION A—A TRUNCATED DOMES NG 11 EXIT BRAILLE SIGN NS 8 ADA RESTROOM 1/2" = 5 SIGNAGE NS 2 J , HANDICAP PARKING SIGN, REFER W �CMU WALLcl REFLECTORIZED SIGN W/INTERNATONAL SYMBOLAIN OF ON ACCESSIBILITY.SIGN TO AFFIX INTERNATIONAL ACCESSIBILTY SYMBOL ON ALL ACCESSIBLE Q PORCEL STEEL W/BEADED TEXT OR EquAL. ENTRANCES PER SECTION 1117B.5.1. Q UNAUTHORIZED Q MAX VEHICLES NOT DISPLAYING PAINTED SYMBOL 1:12 DISTINGUISHING PLACARDS ON SIGN 6" So E 2% MAX. SLOPE OR LICENSE PLATES PROVIDE AT VAN P rn m WITHIN H/C PRKG. ISSUED FOR PHYSICALLY LETTERS NOT ACCESSIBLE SPACE o 9 z 4 —6 SPACES DISABLE PERSONS LESS THAN 1"IN Hrc WHERE OCCURS / DO o a G. ,AP MIN. TYPIGAL _ MAY BE TOWED AWAY HEIGHT. - -ArmBf1AGE TO BE ADDED ( VINYL SYMBOL ® Z + 0 N AT OWNER'S EXPENSE. lv o cD Z J lyq 2"STEEL TUBE POST A PATTERN TO Jg PAINTED BLUE TOWED VEHICLES MAY BE op SHOPCAP TPRIME OP OF POST CONTRAST W/ m 9 —0 9 LI ES TYPICAL. $250 MIN. FINE TOP of cuR6 DOOR 9 m H SECTION 11296.4 CBC. SYMBOLS N m o ¢ GO WIDE. PAVING INSTALL RIGHT OF o + G' o RECLAIMED AT x 8 LAKE ELSINORE POLICE DEPT. ������ �j��j DOUBLE DOORS LATCH FOR N O SIDE AT F D_ AC SS OR CALL �� PAINTED SYMBOL®PARKING STALL, SINGLE DOOR. 0 4i w 0 (951) 696-3000 //� LIGHT BLUE(SEE SITE PLAN FOR LOC.) m y EMBED POST IN Z S a SQ. NN P KINK CONC.FOOTING 'o DOOR, TYP. ® DIA. 17" NOTE: ALL EXISTING SIGNAGE WHERE THE WORD "HANDICAP" IS SHOWN FIN. APPROVAL SHALL BE REPLACED WITH THE WORDS "DISABLE PERSONS„ Riverside county Fire Department SCALE DATE BLUE LINES LETTERS TO BE FLR' o Ge Orme Fire Ma anal NOTED 6/08/21 12 HIGH & PAINT BY FSSKEVINSHIN Cil °MEake VwQne T F AV W/2 COATS mizsizozl 02 I12 3 espeaRano":ms"mRermn,„e Permit"HIGHWAY WHITE" TB�IeaP�o�adeL�Io��omiaaion0rfa�I�Wlna�alla�ionofany Date:1 25/25/ A raquiremeAs of Tiils 24 or any Local Ortlinancas.Cons[ruciion ADA PARKING STALL NS 12 ADA PARKING WARNING SIGN 9 ADA PARKING SIGN NS 6 EXIT SIGN a°prevtlDy Ne Flre DeRaNme°` HIS OF g SHEETS 0 0 RECOMMENDED ACCESSIBILITY DIMENSIONS 0 THE DIVISION OF THE STATE ARCHITECT,OFFICE OF REGULATION SERVICES RECOMMENDS THE FOLLOWING PROVIDE A 30" 0 NOTE: CROSS SLOPE OF LANDING AREA 24" SIDE REACH WIDE, 27" HIGH DOES NOT EXCEED 2%IN ANY DIRECTION DIMENSIONS AS ADEQUATLEY SERVING THE NEEDS OF CHILDREN IN PROJECTS UNDER OUR JURISDICTION. 25" FRONT REACH 0 PC 9 15 21 IF X IS LESS THAN 48"THAN THE SLOPE NOTE: FAUCET CONTROLS AND OPERABLE MECHANISMS SHALL BE THESE RECOMMENDATIONS ARE BASED ON THE FEDERAL"RECOMMENDATIONS FOR ACCESSIBILITY FOR AND 19" DEEP OF THE FANNED OR FLARED SIDE MAY OPERABLE WITH ONE HAND AND DO NOT REQUIRE TIGHT CHILDREN IN ELEMENTARY SCHOOL"AND OTHER RECOGNIZED PUBLICATIONS ON ACCESS FOR CHILDREN: WALL LINE zti PC 7/08/21 NOT EXCEED 1:12(8.33R) GRASPING, PINCHING OR TWISTING OF THE WRIST. FAUCETS BACKSPLASH N01 REwsloNs I DATE BY 11 SHALL BE LEVER TYPE, ELECTRONICALLY ACTIVATED OR FIXED PANEL @ COUNTERTOP A = ADULT DIMENSIONS (AGE 12 AND OVER) LINE OF WALL OR APPROVED SELF CLOSING VALVES (MIN. 10 SEC. OPEN FLOW) SINK CABINET 6^ JHOT WATER PIPING OTHER OBSTRUCTION BUBBLER GROOVED BORDER MUST - FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO A INSULATION SHALL BE ON THE LEVEL SURFACE GREATER THAN 5 LBS. +34"MAX.®D.A. HAVE A MIN. FLAME Q AT THE TOP OF THE RAMP STATIONS SPREAD RATING NOT (SEE DETAIL 10) 7' SEE FLOOR PLANS TO EXCEED 25 AND A O �0 TABLE 1115B C.B.C. I'7 SINK SMOKE DENSITY NOT A TO EXCEED 450 PER C, DIMENSION (INCHES) w UBC 8 -1 STANDARDS z Ln Vi{R7 1 - I TOILET CENTER FROM WALL 18" HOT WATER & DRAIN D ' q ¢ PIPES ACCESSIBLE p WRIST BLADE TYPE O J TOILET SEAT HEIGHT 17"-19" xQ z > z UNDER LAVATORIES Q (SIDE) Z OTHERWISE COVERED. OR h ' T GRAB BAR HEIGHT SIDE 33" DIMS.TO TOP OF SEAT _ - HARDWOOD c� 0 3 MIN' () < N STOP Z o ¢ THERE SHALL BE NO L U TOILET PAPER IN FRONT OF TOILET 7"-9"MAX. '� SHARP OR ABRASIVE — �gRiF SLOPE 2 MiN NAPKIN DISPOSAL IN FRONT OF TOILET 12"MAX. of OBJECTS OR SURFACES 1:10 I" DISPENSER OR MIRROR HEIGHT 40"MAX. N o w UNDER LAVATORIES. 'd L 4'\ LAVATORY/SINK TOP HEIGHT 34"MAX. CABINET DOORS m Y= AREA NOT HATCHED "V 45 1/2"BEVELED UP M7/l!0 I I LAVATORY/SINK KNEE CLEARANCE 27"MIN. � BELOW COUNTER MUST Ur Z I URINAL LIP HEIGHT 17"MAX. ESSIBLE AND J O Z URINAL FLUSH HANDLE HEIGHT 44"MAX. 9• 10„ CLEAR BE ACC z ` LL _ 1 I 1 5 NOTES: DRINKING FOUNTAIN BUBBLER HEIGHT 36% "MAX. (n PROVIDE NONSKID I 19" TEXTURE®SLOPED PLANES 1.FINISH OF CURB RAMP AND ADJACENT 1 II DRINKING FOUNTAIN KNEE CLEARANCE 27"MIN. \ J 8.33%MAX.(1/12) APRONS SHALL BE CONTRASTING TO RAMP/STAIR HANDRAIL HEIGHT 34"-38" NOTE: 1. ALL SINKS SHALL BE DISABLE ACCESSIBLE S W EQUIVALENT TO HEAVY ADJACENT WALKWAY 2. OMIT BASE ®ALL SINK CABINETS BROOM FINISH 4—ARM LEVER TYPE LEVER TYPE DEVIATES FROM CODE REQMTS.&REQUIRES A WRITTEN FINDING OF Q 2.IF RAMP SLOPE IS LESS THAN 1:15, UNREASONABLE HARDSHIP DISABLE ACCESSIBLE w PROVIDE TRUNCATED DOMES(SEE DETAIL Ld 11/gpgl) ® ® ADULT HEIGHTS SHOWN, SEE TABLE®4/ADA-2 FOR ELEMENTARY HEIGHTS. \w � Y / � Q � � J DISABLE ACCESSIBLE Ss ADA CURB RAMP DETAIL o 10 ADA FAUCET HANDLES NS 7 FIXTURE MOUNTING DIMS. NS 4 ADA SINK & COUNTER NS 1 ��PS�OUD�NY 3�2� w C 59993 NOTE: EXP.6-30-2022 12" HOT WATER PIPING HOT WATER AND DRAIN PIPES V INSULATION SHALL UNDER ACCESSIBLE LAVATORIES HAVE A MIN.FLAME SHALL BE INSULATED OR 'rT CIVD- 3 4 SPREAD RATING NOT OTHERWISE COVERED. THERE 9TF TO EXCEED 25 AND A SHALL BE NO SHARP OR QF CA7-� SMOKE DENSITY NOT TO E CEED 450 PER ABRASIVE OBJECTS OR X CBC 8-1 STANDARDS SURFACES UNDER LAVATORIES. 1 4" GROOVED SECTION @ RAMP g wJ= J= X I�Z Orz M¢ N aotiN ac vQiz� N N� ¢O— ¢ K Z 6'-0" 4'-0"MIN. TABLE OR a w U ¢ SEE SITE PLAN COUNTER HEIGHT APPROVAL 12" GROOVED 28"MIN. ❑° ° KNEE CLR. 8° 6" AREA NOT HATCHED Rive ine C°„ery Fire De nmept SECTION TO o o MIN. BELOW LAV SHALL BE ce of the Flra Ma hal / 34"MAX. 17" ACCESSIBLE AND CLEAR. 8.33%(MAX) o / I IN. BY: FSS KEVIN SH N 10/26/2021 MIN. IN " Tboappro�ala leeaaeaape b.o o ootp.mo 4g"M F z Yolanoe ael loe, ss on or remry sfaneb C a eey Z ulremeMs of T le 2a.or any Lowl OM Consi I antes. rucl on 3 REQUIRED =Hall remama amleaaea:poaen fo,­­o p­­ RAMP SECTION (CLEAR SPACE -til fbe p..dbyFi.a j ae 0 I NOTE: NOT ALL FIXTURES OCCUR. SEE L PLANS, MOUNTING HEIGHT SHOWN IS ONLY FOR 48" MIN. FIXTURES THAT OCCUR ON PLAN. (n NOTE: SEE DETAIL 4 FOR FAUCET HANDLE TYPES J FIXED TABLE & COUNTER 11 FIXED TABLE & COUNTER I Ps 18 FIXTURE MOUNTING HEIGHTS NS 5 LAVATORY CLEARANCES INS 2 0 REQUIRED CLEARANCE Q STUD WALL > SPACE 0 FL 1-1/2"MIN.CLR. 14" Q 1-1/4"4 ALUM. GRAB BAR (3) FLUSH VALVE E 3-1/4"4 STAINLESS STEEL FLANGE, 30" o n a ATTACH W/(3) 3/8"X4" LONG ROUND = o N Co HEAD LAG SCREWS ®WALL + E o m °' PATCH & REPAIR GYP. WALLBOARD o Z + U AT EXISTING WALL w o DOOR F rn o m DOOR _ 4X6 SOLID BLOCKING W/2-A34 a ® N M+ + N DOOR HANDLE FRAMING ANCHORS EACH END a w z "LEVER TYPE" ALUMINUM SILL F a o NTERIOR FINISH < 0 41 W m X a Q N M Y Z< Q 4f O K N S 1 2 E E® C 1 v� M FIN.FLOOR NOTE: GRAB BAR AND MOUNTINGS TO WITHSTAND 25OLB. F. IN BENDING, 17"MAX.®ADULT scALE DATE NOTED 6/08/21 SHEAR & TENSION W/1/8" MIN. RADIUS ON ALL EDGES. BAR r+ DwNg n�h.�� SHALL NOT ROTATE IN FITTING CI fake fS DIVI I N 6 A34-SIMPSON STRONG-TIE OR EQUIVALENT Permit I BLDGA r2Q21A1 -. . �. . �.. �. �. . �. . Date:1 25/2 :3 DOOR HARDWARE HEIGHT NS 12 TRESHOLD 9 GRAB BAR DETAILS NS 6 URINAL MOUNTING DET. Ns DF g SHEE= FOUNDATION NOTES A ^ SHEAR WALL SCHEDULE A2 /'1 sILLPLATe ANCHOR IOL Y S.W.TPE WALL SHEATHING NAILING ANCHOR BOLTS I. ALL CONTINUOUS EXTERIOR AND INTERIOR BEARING WALL5 FOOTINGS ON WOOD FLOOR ON FOUNDATION CHEAR*NON-5TFAR)5HA L HAVE 5/6"DIAMETERX IC'A.b,'GMTH 1513"APA RATED PLYWOOD WITH III COMMON NA115 AT I GJ 51NKER 5/8"0 X ,AT ?2"O.C,UNL55NOTMAX.OTIEKW15E FROM THE OONEANCD OF HOK3 LT I pQ SDI 1-1A �t I GS/O2 ADGE�STEDDPLYWOOD WITH Bd COMMON NOAILS)AT 16@d SINKER 5@/8''mXO112" 2. ALL INTERIOR NON-BEARING WALLS 5HALL HAVE HILTI X-U WITH MIN. %�/ L 2 0• c 3 350.C.EDGES AND 1 I PLY FIELD(I J.....C (550 ELF) OL O.C. PLATES.MIN.(2)A.B.S.PER SILL PLATE PERSHEAR PANEL IIr --- ---- O.C.EDGES AND 12O.C.FI ELD.................(350 ELF) @ 3 O.C. 5 3'0 O1 2 PENETRATI TO BE .RTN EO5RE2269OACTUAL SLA LLT IN ACCORDANCE J AT 31"5TRAT EDGESI PLYWOOD WITH I Il COMMON H LE JAG T5 p B" (@ X 12 5/8 O X 12" FIL NG INTO SLAB,O 24 O.C.UNLESS NOTED TS @ 12 GILL PLATE) BACI9BBWBC TTICRNE55 5TALL BE MINIMUM 3-1/2". 3 ETO SR IMP50 5TD OONG TIE 5 NECDOIN PLACE AND ROOFOUNNAT SON ODICC I OFFICE N j a ( AT 2'O CTKU EDGES II PLYWOOOD WITH I Od COMMON NAIL S L31 BO TS x 8" (5/80 X 1 2" Q PUCLOPRECTION 3 LAG o c . ATH LDOWN5 AND 5TA FKIO LT x B INSPEaION. 11 X 12 10 o.c.(u.N.oJ (3x 5aL PLATE) 07/12/202 I 4, MIN.CONCRETE WIDTH SHALL BE B"FOR RECEIVING MPAS.AND (I) PROVIDE 3"NOMINAL OR WIDER FRAMING AT ADJOINING PANEL EDGE5 WITH NAILS 5TAGGERED FOR STHD 14,VERIFY LOCATIONS OF HOIDOWN5 AND ANCHOR BOLT5 R R SHEAR PANEL TYPES 4,SAND G. QP.C.CORREOTION WITH ROUGH FRAMING TO A55URE PROPER AND ACCURATE (I) PROVIDE 3 X MUD SILL PLATE WITH NAIL5 STAGGERED FOR SHEAR PANELS TYPE 4,5 AND 6 1 0/1 4/202 I I45TAUATION. 5. PROVIDE#3X24"DOWEL AT 24"O.C.AND 2"FROM THE CORNER AT ALL I I A D A OFFICE K I � RUN PLYWOOD OVER P05T AND/OR APPLY PLYWOOD BEFORE BOX-OUT _ CONCRETE STOOP AND PORCHES. 11 X 13-8 -PROVIDE y`EDGE DISTANCE FROM THE PANEL EDGED AND a"FROM THE EDGE OF THE CONNECTING MEMBERS U m G. WAITING PERIOD FOR CONCRETE SLAB-ON-GRADE PRIOR TO START OF I R.R. Ge�jZ -ALL WOOD 5TRUCTURAL PANELJOINT AND SILL PLATE NAILING SHALL BE STAGGERED AT ALL PANEL EDGED. UP)CONSTRUCTION 15 A5 FOLLOWS: WI WALK ON SL OUtRS AB 24 H AFTER CONCRETE HAS BEEN POURED, 4 X 6 HDR. AxBEGIN WALL FRAMING 4-5 DAYS AFTER CONCRETE POUR. �'!R c.BEG I N ROOWFLOOR FRAMING 7-10 DAYS AFTER CONCRETE POUR. AXyeOg'( TRUSS NOTES FRAMING NOTES V m d.DO NOT LOAD ROOF PRIOR TO 14 DAYS AFTER CONCRETE POUR. I 5HEAR TRU55 W/E.N. RAG TRU55 W/E.N. DRAG TRUSS W/E.N. 5HEAR TRUSS W/E.N. I Z 'z r- 5HEAR=2000 LB. _-BRAG 1500 LB. DRAG=1500 LB. 5HEAR=2000 LB. ALL TRUSSES DE51GNED BY TRU55 MFR.SHALL BE DE51GNED TO SUSTAIN ANY 7. CONCRETE STRENGTH SHALL BE MINIMUM 2500 PSI. VERTICALT TOP ,LATERAL OR ANY OTHER PERTINENT LOAD SUCH A5 BRACING OF A. BALLOON FRAMED WALLS USE 2X4 STUDS @ 16"O/C TO 10-0"IN HEIGHT - OVER l0'-6"U5E(2)2X4 STUDS AT I G"O/C TO 17-6"IN HGT,FOR WALL5 - tP_u B ON(LY.DREFER TOATION RARC ARCHITECTURAL BLAND FOR D MEN51ON5 NOT WING BLATT REFLECT THE 5TIRL)CTURAL SHOWN. I -I I I RELATED TRRU55E5.D5 AND BOTTOM CHORDS IN ADDITION TO ANY CONNECTION OVER 17'0"IN HEIGHT U5E(2)2X4 STUDS AT 12"O/C(U.O.N ACCURACY OF THE DIMENSIONS AND FINAL FIT OF THE BUILDING SHALL I I -ALL TRUSSES TOP AND BOTTOM CHORDS SHALL BE D.F.#2 OR BETTER. B. PROVIDE DOUBLE FLOOR JOIST UNDER ALL INTERIOR WALLS PARALLEL W O v R BE REVIEWED BY THE ARCHITECT AND THE CONTRACTOR PRIORTO -ALL THE TRU55 HANGER55HALL BE SPECIFIED BYTHE TRU55 MFR. WITH FRAMING,U5E 50LID BLOCKING UNDER INTERIORWALL5 1�1 Q O CONSTRUCTION. I LOBBY I PE ui RPENDICULAR WITH FRAMING. ,. 9. VERIFY ALL DIMENSIONS SHOWN WITH ARCHITECTURAL PLANS.NOTIFY SDit -TRUSSES AREA DEFERRED SUBMITTAL ITEM.TRU55 Z < N 2 ARCHITECT OF ANY INCONSISTENCY. I N in PLANS AND CALCULATIONS SHALL BE SUBMITTED TO THE C. SPLICE PLATES OF EXTERIOR WALLS AND SHEAR WALLS W/(I 2) Q 6d AT - ENGINEER OF RECORD FOR REVIEW BEFORE SUBMITTING 4'-0"SPLICE(U.O.N.) � N N 10.THE MAXIMUM SOIL BEARING PRESSURE 15 1500 PSF.PER CDC TABLE I 16 J -B TO THE BUILDING DEPARMENT.THE TRU55 DESIGN 5HALL Z O 806.2. 4 SDI u, SDI APPROVED BY THE BUILDING DEPARTMENT BEFORE THE D. MULTI J015T,(3)OR MORE SHALL BE FA5TENED TOGETHER WITH 112" 1 1.DEEPEN FOOTING @ HARDY FRAME A5 REQUIRED TO ACHIEVE THE A.B. N 6 z BREAK I TRUSSES ARE INSTALLED. DIAMETER MACHINE BOLTS AT 18"O/C STAGGERED(U.O.N.) � U m L DEPTH+3"COVER. OFFICE 3 PER CBC 2010 SECTION 1 G07,THE TRU55 COMPANY E. ALL HEADERS TO BE 4X6(U.O.N J W 12.NO 501L REPORT PROVIDED AT THE TIME OF STRUCTURAL DESIGN. I I 11-X 1°-10 I 11 X 10 I I 5HALL APPLY AN ADDITIONAL LOAD OF 10 PSF DEAD LOAD F. WRAP ALL EXP05ED P05T5 AND BEAMS IN GARAGE WITH 5/8"TYPE"X" AND 51 PSF LIVE LOAD NI THE BOTTOM CHORD OF THE IF- � GYPSUM BOARD.(U.O.NJ TRUSSES LOCATED AT UNINHABITABLE ATTIC WITH LIMITED O t J SDIA O SDI STORAGE AREA. G. PROVIDE 4X PO5T5 AT ALL HOLD DOWN5(U.O.N J SYMBOLS LEGEND I °� I -THE LIVE LOAD NEED ONLY TO BE APPLIED TO THOSE O Ja PORTIONS OF THE BOTTOM CHORD WHERE THERE ARE H. ALL FRAMING HARDWARE TO BE"51MP50N STRONG-TIE CO"OR W TWO OR MORE ADJACENT TRUSSES WITH THE SAME WEB APPROVED EQUIVALENT. Q - U F O5S CONFIGURATION CAPABLE OF CONTAINING A RECTANGLE LL p YIP 42 INCHES BY 2 FEET OR GRATER,LOCATED WITHIN THE I. PROVIDE 4X4 POSTS AT EACH END OF 4X 10 OR LARGER MEMBERS HEAR 6 X 6 HDR. ' 6 X 6 HDR. 6 X HDR. 6 X 6 HDR. P 6 X 6 HDR.' PLANE OF THE TRU55. U5E(2)2X STUDS AT EACH END OF 4X8 OR SMALLER MEM15ER5.(U.N.OJ ______ PROVIDE MULTIPLE STUDS AT EACH END OF 4X8 OR 5MALLER MEMBER5. Q OP PAD NUMBER 4 Ax6P0`D Q > Oa'i h -TRUSSES CALCULATIONS AND YAKCMIOUTP FENGILBE (U.O.N.) 3 3 s, JN 40- �\ 3 3 REVIEWED AND ACCEPTED BY ARCHITECT OR ENGINEER OF M L=3'-0 L=5'- o 0 0 12-A v ZO 03 RECORD AND SUBMITTED TO THE BUILDING DEPARTMENT J. PROVIDE MULTIPLE STUDS UNDER MULTIPLE JOISTS. 11^ X� ANCHOR BOLT5 NUMBER IOA a0 i Ns SDI 3 } x 10-A PRIOR TO IN5TALLATION. nN� IN 5DI }L 13-A 13-A 5DI K. V INDICATES 5HEAR WALL(5EE 5HEAR SCHEDULE). LL 0) 'r3 5DI 5DI O NEW EXTERIOR FOUNDATION 13 PATIO L. /0 INDICATES BEAM OR HEADER AND SPAN PER CALCULATIONS. � <' !; . NEW IMEGOR FOUNDATION - I M. INDICAT INTERIOR NON-BEARING WALL. z U Q w N'• ES J v AOh pQh N. ® INDICATES INTERIOR BEARING WALL. E z Q z O PAD SCHEDULE O. xX'-XX' TOP PLATE HEIGHT � Q Q � Fn m P2 2'-050.XIB"BEEF BAD W(5)-#4 E.W.@BOTTOM ROOF FRAMING PLAN LLJ Q Z 3: W FRAMING SCHEDULE U � D CL: wp (ow 6 6 INDICATES NOTE5 APPLICABLE TO TM15 PLAN ONLY > -'T Y 50I 50I ❑NOTES APPLY ONLY WHEN REFERENCED BY PLAN. LL cc 48 1. BALLOON FRAMED WALL. p L ry 2. BALLOON FRAMED WALL TO BOTTOM CHORD OF TRU55. ANCHOR BOLT SCHEDULE }3 �= 3. 2XG5TUD5@ IG"O.C. 2 r c 3 4. 2X8 STUDS @ 10 O.C.2 MIN(2)-5/8"DIAMETER%12"ANCHOR BDLTS 'r� 5DI O 5. 2X4 DIAGONAL SWAY BRACE-CUT INTO TOP PLATES(10'-0'MIN.LENGTH). V . w,. _ . ..... .... ..:.. ..,. . 6 POINT LOAD FROM ABOVE FLOOR �3 MIN.(3)-5/8"DIAMETER%12"ANCHOR BOLTS _ _-.� - _':_' '.__ __ �.____�.__._. _ BEAM TO BE FLUSH W/JOISTS.PROVIDE J015T HANGERS AT BEAM. 7 48 Sl8"DIAMETER%12'ANCHOR BOLTS @ 48"O.C. ` r n 6. BELOW J015T W/JOISTS OVERLAPPING AND CONTINUOUS 2X4 BLOCKING @JOIST OVERLAP. O 32 5/5"DIAMETER 12'ANCHOR TLTS @ 32"O.C. a'I f 9. 30"5QUARE ATTIC ACCE55. Q aI M.@ NON I•;' 10. LINE OF EAU IN ATTIC.5EE MECH/ELEC.PLANS.FRAME A5 REQUIRED !V I6 5I8"DIAMETER% 2'ANCHOR BOLTS @ 16"O.C. `� BR'6 WALS TO ACCOMMODATE LOAD. `,I/ ILL ® 50'DIAMETER 12'ANCHOR BOLT5 @ B"O.C. 4 LINE OF CEILING BREAK.SEE PLAN FOR HEIGHTS. ` L� 5DI 6 12, SKYLIGHT 5EE FLOOR PLAN FOR MORE INFO. Q 1 * 3I4"DIAMETER I2'ANCHOR BOLTS @ 16"O.C. ...! 4�•; 6 13, LINE OF 2X BLOCKING WITH EDGE NAILING AND WITH C51 6 5TRAP TO 7 5DI CONNECT ALL BAY5. L ®* 3I4'DIAMETER%I2'ANCHOR BOLTS@B"O.C. -,.'I AX6e°Zt 14. LINE OF FULL HEIGHT BLOCKING. O TO REPLACE MISSING OR MISLOCATED ANCHOR BOLTS,USE DETAIL(5/SD I). bp0y'( ',I I`,. WI NQU 15. HOLDOWN STRAP FROM FLOOR ABOVE. AWI HQU2 •';�� F 6. CONT.PLYWOOD 51FEAT'G UNDER CALIFORNIA FRAMING, O O SDI '•:I I 17. LINE OF FLOOR ABOVE. 18. HANGER PER TRU55 MANUFACTURE. I'-0" Y. 4.5"ACTUAL CONCRETE I..;, 19. 2X6 FULL HEIGHT STUDS D.F 81 @ I2"O.C. List of work requiring special inspection: 5LA5 W1#4@18"Q.Q.FA 4 QR�ESs WAY @ BLAB MIDHEIGHT. OR 2-2X6 FULL HEIGHT STUDS D.F N2 @ 16"O.C. OVER 2"SAND OVER 10 C Fy MIL.POLYETHLENE VAPOR CONTINUOUS PERIODICal BARRIER. FRAMING LEGEND a.c 5slm INSPEcrION INSPEcrION 1 I.'• Exp.06/30/22 501L5 COMPLIANCE PRIOR TO =..I I MANUFACTURED ROOF TRUSSES @ 24"O.C. ❑FOUNDATION INSPECTION X 48 :I �; a D pF anuF° ❑5TRUCTURAL CONCRETE OVER sD1 2500 p51 XI J B# STRUCTURAL SHEAR PANELS -L ', �(TYPE 3,4,5,a G 1DESIGN LOADS 21-77 FIELD WELDING X 0� 5DI ON .T 5DI` 4 ACTUAL CONCRETE SLAB W/ ._AO�a oNT J`Q J5 2 ROOF DEAD LOAD=25.0 P5F. Axr0U5T �H0 "MAX.TILE5 WEIGHT 1510.0 P5F." eJ ^ ` 1, X1 EXPANSION/EPDXY ANCHORS X s W( r� 5DI Qj to a 5 #3 @ 18"O.C.EA.WAY @SLAB to o t i 3-WINDF LIVOSURE 0.0 PSF. (� (� MIDHEIGHT.(QUARTER-SAWN) `-I!�i ✓ BY: r V 3 3 v3 a 3 a 3 4-WIND SPEED: 10 MPH. 0� 32 32 APPROVAL 5-SITE CLA55"D-DEFAULT'. RiversRc County Flre Department 6 6 ., 6 6 6 6 ORice of the Fire Marshal 6- 5s=2.287 5ms= .800 -S 5DI 5DI 7 _ 5DI 5DI 5DI 5DI 51=0.910 Sml= 548 Q C)` O(1O� SDI .i I' Q •- BY: FSS KEVIN SHIN Fa- .2 SDs- .232 `' ��`�V 4 =I.7 J WATER/WEATHER PROOFING O P o/2s/2o21Tne let_lelplaae antl ape�mcauena aoea nat pem�umviolation,If Ttle0 reyuiremems or me z4 or any Local orainannes.conswdion WE"FA ENGINEERING"ARE NOT IN ANY WAY OR CONDITION LIABLE FOR shall remain accessible antl exppsetl br Inspedbn purposes O�� ANY WEATHEPANATER PROOFING DETAL5,MATERIAL5 OR METHODS /� untllappe, byma Flre Department. TH155HALL BE OBTAINED BY OTHER'5EG.ARCHITECT5,CONTRACTOR5 OR BUILDERS. FOUNDATION PLAN NUMBER OF NALS EXTERIOR CONDITION PLYWOOD SPECIFIED BETWEEN I Gd SINKER NAILS AT INTERIOR CONDITION 2X BLK'G SIMPSON A35 O ED)O.C. SPLICING POINTS ON 10 O.C.U.N.O.ON 5/8"OR 3/4"DIA. SHT'6 (I/4"2 GAP ALLOWED) THE PLANS AND PER PLANS AND PER TABLE -1/4 A307,All-THREAD ROD W/ O SEE PLANS TRUSS TAIL W/ TABLE BELOW BELOW BMPSON"SET-XP"EPDXY-TIE STARTER BOARD ADHESIVE. O (wH EKE occuRs) 8 MIN. 10" TKU55 E.N. E.N. MIN 7" MIN 7' O EXTERIOR: 18"(1) (2)-STORY(MIN) SIMP.HI EAST COLD PAST COLD INTERIOR: 18"(I)#(2)-STORY(MIN) @ 48"O.C. LOCATE STUD JOINT(WHERE JOINT(WHERE OI111II uNDERSPuce OCCURS) OCCURS) O 7" (1)#(2)-STORY 1�AINs�� gs TOP PLATES H2.5 @ OVERHANG OR BEAM (WHEN OVERHANG EXCEEDS 18") 4"ACTUAL CONCRETE SLAB W/#3 8" ALT. EQUAL EQUAL SIMPSON STRAP PER O @ PLANS AND THE TABLE 5/e"oR3/4 DIA O.C.EA.WAY @ SLAB MID11E1G11T. STEEL STRAP SPucE —'� BELOW s5fXPDMP0N"5F EPDXY TIE O 2"SAND OVER 10 MIL.POLYETIILENE TYPICAL STUDS ADME51D/E. VAPOR BARRIER. DTL 16d'5 A355 H 1'5 AT 10 O.C. SHAPED 2X NOTE: BUGG W/ Gd -FULLY NAIL STRAP NAILS @ B^O.C.o.c. c 2. o.c. 12"o.c. wA (2)-#4 BAR AT TOP AND(2)-#4 BAR AT BOTTOM. E.N. 5"O.C. 8"O.C. WA LOCATE STUD 5PE Gd 51 HIKER OR 106 COMMON JAILS LO.I 4"ACTUAL CONCRETE SLAB W/#3 18" UNDER SPLICE f IAI Nf1TE5 @ It -NAIU5 SMALL BE MIN 1.ANCHORS MUST BE UND15TURBED O.C.EA.WAY @ SLAB MIDIIEIGIIT. Z L`n NOTES: AT LEAST 2"APART 7„ FOR 46 HR5 AFTER INSTALLATION MIN — 2.CONTACT ENGINEER WHEN MP KA 7' O 8" (1)#(2)-STORY . ONLY ONE CONDITION REQ'D PER WALL. A B C D E F G OF CONSTRUCTION THE TEMPERATURE z (WHEN OVERHANG NEKT TO WALL O 2 5 WHERE RAFT.SI #OF ILA SINKER g 12 18 24 30 3G 42 1 NOT BETWEEN CT F#r RE U nD H2.5 @ 48"O.C. 2. PROVIDE SIMP.H 3.SPECIAL INSPECTION IS REQUIRED. R WHERE HI CANNOT 4.VERIFY MIN CLEARANCE TO TENDONS EXCEEDS 18") BE INSTALLED. MIN.PLATE DIP 4 FT. 4 FT. 4 FT. G FT. 8 FT. 8 FT. 8 FT. WITH POST-TENSION ENGINEER.(WHERE #4 DOWELS @ 24"O.0 FOR DOUBLE POUR CONDITI01'I XL OCCURS). O W/ 1 2"EMBEDMENT INTO EACH END Z ^ 3. PROVIDE 2X BLK'G.LAID FLAT WHERE 5.MIN f,(c)OF EXISTING CONC.=2500ps — ALT. ALT STRAP W/ ST22 M5TA3G ST6224 ST6236 M5T37 MST48 M5TG0 EAVEVENTsoccuR 6dSNKER G.REPLACE A.B.'s WITH ASAME5IAMETERROD NOTE:REO.ONLY IF EXPANSION INDEX >20 ON A ONE-TO-ONE BASIS. Z 7.A.B.=ANCHOR BOLT. 17 R °52 TRU55 TO DROP BEAM AT EAVE 13 °�49 TYPICAL P I E AT TOP PLATE 9 F0027 RETROFIT FOR MISSED A.D. 5/8" 3/4" DIA 5 1 Z co U_ iT " C.(U.N.O.ON "MIN. EXT.FPG. — AND TABLE BELOW ANCHOR de WIDEN FTG AS REQ'D /R z N STRAP LENGTH TO MATCH SMEAR WALL `/ O7 LENGHT AS INDICATED ON PLANS BOLT AT INT.FP6 TO 0 Q TRUSS TAIL W/ 9FI GOOD RECEIVE HOEDOWN q7' STARTER BOARD (WHERE OCCURS) U L COLD JOINT RUSS 2X OK 3X P.T.D.F.SILL PLATE WITH 0 Q R MDR' E.N. E.N. = 5/6"DIAMETER A.E's @ 72"O.C. IMP.H I @ SLAB U.N.O ON PLANS.W/7"8"O.C.+ EMBEDMENT INTO FIRST POURE.N 5" COMPACTEDfr cOP PLATES M2.5@A&O.C. MIN. ANCHOR TYPE FILL AS P.EQ'D rQ �O �W OR BEAM (WHEN OVERHANG PLAN VIEW "SSTB" #SHEAR PER PLAN 777 CONT.SIMP.STRAP SEE EXCEEDS IB") LL PER TABLE BELOW # STUD WALL # WEEP SCREED BLK'G PER W/8d NAILS, PLAN E TABLE MATCH 5HR.WALL NAIL SPACING 5 2"MIN. ALT. DEL.SILL S° FOOTING GRADE OR 0 DTL 16d'5 A35'S MI'S MiN ENGINEERED 0 (STRAP @LOWER CC ESR-26 (TABLE 3) b�• PIECE) A 6"O C 24"O.C. 24"O.C. SHAPED 2X BUGG B 4"O C. 12"O.C. N/A E ICC E5R-2330 �; FILL E.N. W/ Gd NAIL5 @ -PROVIDE MIN.#4 BAR,6'A"LONG,3"TO 5"FROM THE TOP OF E F L0 8"O C• C 2.5"O.C. 8"O.C. N/A THE FOUNDATION.CENTERED AT"HD"OMIT IF BARS EXISTS AT THIS LOCATION C N -DEEPEN FOOTING AS REQUIRED TO ACHIEVE Ie+d+3"COVER G 6,,O D -REFER TO MFR.SPECS,FOR INSTALLATION TO WOOD MEMBER _ NOTES. -f'c-2500 psi(U.N.O.) 0 E.N. I. ONLY ONE CONDITION REGO PER WALL -SEE PLANS FOR HOLDOWN TYPE L- Q z. PROVIDE SIMP H2.5 WHERE RAPT.1s SEE DETAIL I/FD-I (,2.5 @ 4B"O.C. NEXT TO WALL OR WHERE M I CAN NOT 51MP50N POST ANCHOR DIA.AND TYPE de le MIN DIST, 100`3 75% FOR INFORMATION MIN 5'LEDGER AT 0 (NM EN OVERHANG HOEDOWN (MN.J TO CORNER CAPACITY CAPACITY B (� # BE INSTALLED VENEER,SEE ARCH (n DTL BLK'6 STRAP SHEAR MATERIAL EXCEED5IB") 3 HDU2 4X4 5/8"DIA. STB16 3/4" I7a" 5" �3075LB 230GLB #DIMENSION z 0 0 LLJ A 2 X ()C516 TO MATCH SHEAR PROVIDE 2X BLKG.LAID FLAT WHERE HDU4 4X4 5/8"DIA. STE,6 3/4" I7" 5" 4565 LB 3423 LB B 4 X (2J C51 G ICC-E5R-2 105 WALL TYPE. EAVE VENTS OCCUR.651MP HI @ EACH 51DE HDU5 4X4 5/8"DIA. 5TD24 1 3/4" 20 5" 5645 LB 4233 LB A Q z C 4 X (I)CMST 14 ALT. HDUB 4X4 7/8"DIA. 5TB28 314" 20" 5" 6970 LB 5227 LB O Q z 0 18 DR008 SHEAR WALL OPENING 14 R °°' TRUSS TO WALL AT EAVE 10 FQ Q15 DD TYP, HOLDOWN IN5TA TI 59D2 LB ELATION 6 FO002 EXTERIOR BEARING FOOTING 2 00 ~ o `` J z W TRUSS W/ROOF E.N.ENTIRE 2X OR 3X P.T.D.F.SILL PLATE WITH 0 LENGTH,TRUSS MITO D.F.#2 FIAT LOOKOUTS: ROOF SHT'G (2)- Gd @ (2)5/6"DIAM.X 2X STUD _ 0 (.0 W DESIGN TRU55 TO RESIST 2X4 @ 24"O.C.OR 2XG @ EA.END OF LOKOUT 5/6"DIAMETER A.E's @ 72"O.C. W SHEAR LOAD INDICATED 32"O.C.,TAKE BACK TO 10"LONG A.E.'S COLD JOINT U.N.O ON PLAN5.W/7" W > 12 4 Y ON PLANS(MIN.1500 LEE). 2ND TRUSS(MAX.18" PER SILL O EMBEDMENT INTO FIRST POUR LL — cc Q BUGG W/A35 PER TOTAL OVERHANG). TOP 2X P.T.D.F.SILL COMPACTED 0 � L W PLAN 5IMP50N VIEW FILL AS REQ'D SMEAR 5T6224 O O #PER PLAN E I/2"FIBERBOARD EXPANSION E JOINT MATERIAL TRL55 MANUF.TO SEE H TRUS5 MANUF.TO ACCOUNT FOR ARCM SLOPE I" J • DESIGN GABLE END NOTMCED TOP SHEAR LOAD SIST CHORD IN DE51GN S Q • INDICATED ON PLANS PAD TO BE ONE POUR F of (MIN.1500 LES.) ". 2X BLKG L-2'-G"* 51 MPSON LTP4 C W/(2)-ROWS OF I Gd @ 46"OC° D G Q TOP PLATES NAILS @ 6'O.C. TO TOP # FI rn V J (OR BEAM) (STAGG.) PLATES SLAB EN, ALT. 8 g ( l `l W 4X ELK'6 SEE PLAN E.N. MIN. a B 2 2X BLK'G FIN. DQ DTL STRAP ELKG LENGTH ALT.AIO a+ DTL LTP4 SPACING GRADE 4+ A 5T6236 3-0" A 32"O.C. LOCATION LL— B MST48 4-0" B I G"O.C. SEE ALT. C MST60 5'-O" C 12"O C PLAN D MSTA36 2 6'(IF REQ'D) D 8"O C E.N. C3R. POP DN FORMAT-I SECT OTE:ION SECTION N BLK'G OMITTED AT MULTIPLE TRUSSES P E #DIMENSION QRp Essp,- 19 DRYS TRUSS TO WALL DRAG 115 R GG2 TRU55 TO WALL GABLE END 11 FO0211 1ISOLATED COLUMN FOOTING 7 FQQQG HOUSE TO PORCH 3 _�� Fyc A c-bslan 15/32"03 B.PLYWOOD NAILED TRUSS MANUF.TO CONT.SHT'G UNDER � Exp.06/30/22 DESIGN TRUS5 TO E.N. W/Bd'S @ GOO,@FIELD CALIF.FRAMING 2"X10"CALIF.PAD W/3-16d'S SINKERS q 12"O.C.@ EDGES RESIST SHEAR St P @ EA.TOP CHORD. LOAD INDICATED qx� ON PLANS.(MI N. •C OF CAD(f 2"X CALIF.RAFTERS SHAPED 2X BLK'G @ 24'O.C. 15 LBS.).USE B.N. "FILL"TRUSS AT 5IMP.A35 @ 48"O.C. FIRE WALL SEE TABLE BELOW FOR 2X STUDS @ 16"O.C. S.N. B.N. B.N. CONDITION. E N ADDITIONIOAL A35 REQ, 2X P.T.D.P.PLATE WITH 7/32"DIA,X 3 I/2"SHOT PINS @ 32"O.C.WITH 14 GAGE WASHERS AND 2�-077 TKU55 1/2"CDX.PLYWOOD 1 AGd5FTER AT 4"O C CONCRETE SLAB FIRST 2 PINS PLACED G" ° UNDERCALIFORNIA AFTER ROOF IS LOADED E.N. AND 10"FROM PLATE TOP PLATES OR BEAM ENDS. �y p STUD WALL F11LTI-X-U[CC ESP,22y� TOP CHORD LAKU25G75 OF TRUSS SEE PLAN ,. BY ALT. v O 2"X6"CAUF RIDGE RMersideAPPRO \ M.M. SHAPED 2X BLK'G O(flce of the Fire Marsha `�� E.N. SIMP.A35 @ 48"O.C. p�NA` V 2"X4"CALIF.RAFTERS @ 24"O.C. SEE TABLE BELOW FOR gy; FSS KEVIN SKIN PER SOILS IN PER ADDITIONAL A35 REQ. "Xx �O 2"X 10"CALIF.PAD W/3-16d'S SINKERS PER PLAN 1'),'021 -J @ EA.TOP CHORD. E. NOTE: 5MEAK MATERIAL MAY BE The approval of plans an0 spenficadona does of permit the 2X BLK6 W/E.N. INSTALLED ON OPPOSITE vialation,dalstian,omisaion arfaulty installation of any D SIDE OF STUD WALL. reQuiremants of TNa 24 or eny Local ordinances.Construction shall remain accessible and exposed for inspection pomoses O PLAN VIEW DTL A355 a hl approved by the Fire Department A 24"O.C. B 12"O.C. 20 11BC32013 BUILT-UP ROOF 116 1—5 1 TKU55 TO WALL 12 8 FO010 NON-BEARING INT. WALL - TYP. 4 GENERAL 10.0 FOUNDATION B. SPLICES HORIZONTAL REBAR IN WALL AND FOOTINGS SHALL BE STAGGERED 4'-0"MINIMUM. 1.0 WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: 2,17 FROVI DE POSTS AT LOWER FLOOR UNDER POSH BLOCK BETWEEN FLOORABOVE. DESIGN LOADS PROVIDE FULL WIDTH AND DEPTH COMPRE5510N BLOCK BETWEEN FLOORS AT g BARS IN MASONRY SHALL BE UPPED AS FOLLOW: 1.THERE GENERAL REQUIREMENTS UNLE550THERWI5E NOTED ON PUNS OR 5UCH LOCATIONS. 32'FOR#4 BAK5 10.1 FOUNDATION PLATES OR SILLS: SPECIFICATIONS. 35'FOR#5 BARS 2.CALIFORNIA BUILDING CODE,2019 2,15 FRAMING CONTRACTOR 15 TO PROVIDE ADDITIONAL STRAPS AT TOP PLATE 43"FOR#6 BAR I-ROOF DEAD LOAD =25.0 P5F, 3.ALL APPLICABLE LOCAL,STATE AND FEDERAL CODE5,ORDINAN,LAWS, SPLICE WHERE SPECIFIED ON FRAMING PUN AT TIME OF STUD WALL FRAMING. 1.1 FOUNDATION PLATES OR SILLS SHALL BE BOLTED TO THE FOUNDATION OR "MAX.TUE5 WEIGHT 15 10.0 PSF." REGUUTION5 AND PROTECTIVE COVENANTS GOVERNING THE 51TE OF WORK. 10. PROVIDE DOWELS IN FOOTINGS AND/OR GRADE BEAM5 THE SAME 512E AND NUMBER A5 FOUNDATION WALL WITH NOT PEGG THAN 5/5"NOMINAL DIAMETER STEEL 2-ROOF LIVE LOAD =20.0 PSF. 4,5TANDARD SPECIFICATIONS OF A5TM A5 NOTED HEREIN ARE REQUIRED BY 2,19 ALL J015T HANGER5 SHALL BE 51MP50N U HANGER,ALL BEAM HANGERS 5HALL BE 51MP50N VERTICAL WALL OR COLUMN REINFORCING.DOWELS SHALL HAVE A MINIMUM PROJECTION BOLTS EMBEDDED AT LEAST 7"INTO THE CONCRETE OR MASONRYAND THE BUILDING CODE OR C.B.C.2019 HU HANGER5 U.N.O.ON PUN OR DETAIL. EQUAL TO 5TANDARD LAP 5PLICE,U.N.O. SPACED NOT MORE THAN G'APART.THERE 5HALL BE MINIMUM OF 3-SEISMIC IMPORTANCE FACTOR 1=1.0 TWO BOLTS PER PIECE WITH ONE BOLT LOCATED WITHIN 12"OF EACH END 2.0 IN CASE OF CONFLICT,THE MORE 5TRINGENT REQUIREMENT55HALL GOVERN, 2.20 DURING HANGER INSTALLATION,FILL ALL ROUND AND TRIANGLE NAIL HOLE5 1 1. #5 OR LARGER BARS 5HALL NOT BE RE-BENT WITHOUT APPROVAL OF THE ENGINEER, OF EACH PIECE.A PROPERLY 512ED NOT AND WASHER 5HALL BE 4-OCCUPANCY CATEGORY=II D�{/InjpDD�{/1 OF 51MP50N"HU"HANGER5.ALL BEAM HANGER5 5HALL BE 51MP.HU(U.N,M). ALL BARS BEND5 SHALL BE MADE COLD. TIGHTENED ON EACH BOLT TO THE PLATE.U5E 3"X3"X 114"5QUARE 5-MAPPED 5PECTRAL RE5PON5E ACCELERATION5 Ol►VII►OOIU{�V . 3.0 SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS WA5HER FOUNDATION PLATES AND SILLS 5HALL BE THE KIND OF WOOD BE O 5HALL THE SPECIFIED IN 5ECTION 2308. Se=2.287 RESPONSIBILITY THE CONTRACTOR AND 5UB-CONTRACTORS,NOTED ED DIMENSIONS 2.21 A DOUBLE SILL PUTS IS USED WE ED AT LIGHT-MIGHT CONCRETE FLOORING, 12. ALL REINFORCING STEEL ANCHOR BOLTS,DOWELS,&INSERTS 5HALL WELL SECURED TAKE PRECEDENT OVER SCALE OF DR T AWINGS. THEN THE FRAMING CONTRACTOR 5HALL APPLY SILL PLATE NAILING TO IN POSITION PRIOR TO INSPECTION AND PLACING OF CONCRETE OR GROUTING MASONRY, S I=0.91 O Q P.C.CORRECTON BOTH SILL PLATES. 1.2 ALL INTERIOR WALL5 NON$HEAR WALL TO HAVE HILT X-U(WITH A G-51TE CLA55=D-DEFAULT" 07/1 2/2021 " 4.0 ENGINEER ARCHITECT OF RECORD IS TO BE NOTIFIED IMMEDIATELY 13. VERTICAL BARS IN WALL SHALL BE ACCURATELY POSITIONED AT THE CENTER THE MINIMUM PENETRATION OF 1-114"INTO BLAB)AT 24"ON CENTER,UNLE55 THE CONTRACTOR SHOUW ANY QUESTION ARISE PERTAINING THE WORKIU NG DRAlMNGS WALL,U.N.O.,AND TIED INTO POSITION AT THE TOP AND BOTTOM AND AT INTTEE RVALS NOT 7-SPECTRAL RESPONSE COEFFICIENTS AND/OR SPECIFICATIONS. EXCEEDING 1.92 BAR DIAMETERS. NOTED OTHERWISE,TO BE INSTALLED ACCORDANCE WITH ICC-ESR#2269. ACTUAL SLAB THICKNESS TO BE MINIMUM 3-I/2" SDS=1.201 SDI=1.032 5.0 NO MADE WTTIOUT FROM THESE REQUIRAL Or EMENT5 RA STRUCTURAL DETAILS SHALL BE 7.0 STRUCTURAL STEEL 1.3 FASTENERS FOR PRESSURE-PRESERVATIVE TREATED WOOD 5HALL BE OF 8-5EISMIC DESIGN CATEGORY="E"MADE WITH OUT THE WRITTEN APPROVAL OF ON5L ENGINEERING INC. APPROVAL BY THE INSPECTOR DOES NOT CONSTITUTE AUTHORITY O DEVIATE FROM HOT DIPPEDZINC COATED GALVANIZED.PER CBC SECTION 2304.10.5. AND PUN5 OR SPECIFICATIONS. TRUCTURAL STEEL 5HALL CONFORM TO A.5.T.M.A-36,U.N.O. ASTM"A-153" 9-BASIC SEISMIC FORCE RESISTING SYSTEM- 3.1 OODTRUSS MANUFACTURER 5HALL SUPPLYTO THE ENGINEER AND THE . LIGHT FRAMED BEARIN65HEAR WALL SYSTEM U � 6.0 THEDE5IGN,ADEQUACY,AND 5AFEIY Off ERECTION BRACING,5HORING,TEMPORARY IWINGDEPARTMENTCALCULATION5 AND 5HOFDRAWING5FORAPPROVAL 2. ET PIPE SHALL CONFORM TOA.S.T.M.A-53,GRADEB. 10.2 SHEAR WALL HOLDOWNS: to SUPPORTS,ETC..15 THE SOLE RESPONSIBILITY OF THE CONTRACTOR,AND HA5 NOT O E51GN LOADS.CONFIGURATION(2 OR 3 POINT BEARING),AND BLEAK O- DESIGN BASE 5HEAR=7,727. 5 LBS 7 _ BEEN CONSIDERED BYTHE ARCHITECT OR ENGINEER.THE CONTRACTOR TRA ER,PRIOR TO FABRICATION.IT SHALL BE THE RE5PONSIBILITY OF THE -SEISMIC RESPONSE COEFFICIENTS 15 RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIORTO THE APPLICATION MANU TURRTO OBTAIN BUILDING DEPARTMENT APPROVAL OF CALCULATI 5 3. STEEL ING 5HALL CONFORM TO A.5.T.M.A-501 OR A-500,GRADE B. 2.1 THE CONCRETE CONTRACTOR 15 TO VERIFY LOCATION OF HOLDOWNS AND OF ALL 5HEAR WALL,ROOF AND FLOOR DIAPHRAGMS,AND FINISH MATERIALS. AND PH DRAWING5 PRIOR TO FABRICATION. ANCHOR BOLT5 WITH ROUGH FRAMING TO A55URE PROPER AND ACCURATE C5=0.1847 00 THE CONTRACTOR SHALL PROVIDE THE NECESSARY BRACING TO PROVIDE 5TABIUTY 4. STEEL PUT SHALL CONFORM TO A.5.T.M.A-2B3,GRADE A. IN5TALLATION,WITH THE FRAMING CONTRACTOR. 1 2- RESPONSE MODIFICATIONS FACTORS m PRIOR TO THE APPLICATION TO THE AFOREMENTIONED MATERIALS.OB5ERVATION 3.2 TRU55E5 5H BE DESIGNED IN ACCORDANCE WITH THE LATE5T LOC Io 5. MACHINE BOLT ND ANCHOR BOLT5 FOR 5TEEL MEMBERS 5HALL NFORM TO A.5T.M. R=G.S VISITS TO THE SITE BY THE ARCHITECT 5I 5TRUCTURALH15 ENGINEER,SHALL NOT BUILDING COD R ALL LOADS IMPOSED,INCLUDING LATERAL LOA AND 2.2 ALL HDU'S ARE TO BE INSTALLED ACCORDING TO SIMPSON STRONG TIE r. IMPLY THE ASSUMPTION OF ANY RESPONSIBILITY IN THIS REGARD. MECHANICAL EQ ENT LOADS. A-307,U.N.O.O MR. SPECIFICATIONS AND REQUIREMENTS OF ICC-ESR#2330 AND URR#25720. 13-ANALYSIS PROCEDURE USED- LATERAL ANALY515 PER SPEC 12.8 THE BUILDER HA5 REQUESTED,CONTRACTED WITH AND 15 COMPENSATING 3.3 ALL CONNECTIONS IN VING TRU55E5 SHALL BE I.C.B.O.AP OVED AND 6. LIGHT GA.COLD FOR STEEL MEMBERS 5HALL CONFORM A.5 T.M.A-441. 2.3 MPA'S AND HPAHD22'S SHALL BE INSTALLED IN FOOTINGS HAVING A Z THE EQUIVALENT LATERAL FORCE PROCEDURE FARAH ENGINEERING FOR TH IfLIMITED SERVICES OF PROVIDING THE OF ADEQUATE 5TRENG TO U515T 5TRE55ESDUE TO TH ADING MINIMUM WIDTH OF AT LEAST"(U.N.O.) MINIMUM 5TRUCTURAL ENGINEERING DRAWINGS REQUIRED.WHEN COMBINED WITH THE OTHER INVOLVED AND SHALL BE IGNED AND SPECIFIED BYT RU55 MANUFACTURER. 7. HI-TENSILE BOLTS,WHERE GATED ON PLAN5 OR DET ,SHALL BE OF THE FRICTION 14-BA51C WIND SPEED(3-5EC.GUST)MPH= 10 MPH W O R TPE AND THERE 5HALL BEN ANT,OIL,LACQUER O ALVANIZING BETWEEN THE Q co ? O BUIWERS CONSULTANTS DRAWINGS.TO OBTAIN THEY, PERMIT FOR ONDITI S PROJECT. 2.4 ALL ECTI OWN ACHORS MUST BE TIED IN PUCE PRIOR TO FOUNDATION THESE DRAWINGS ARE NOT INTENDED TO,NOR DO THEY,DETAIL ALL CONDITIONS, 3.4 DEAD LOAD AND LIVE LOAD D CTIONS SHALL BE TED TO V240, CONTACT SURFACES.HI-TENS BOLTS SHALL CO Rlvl TO A.S.T.M.A-325,U.N.O. INSPECTIONS. 5-WIND IMPORTANCE FACTOR = .O a/ IDENTIFY ALL MATERIALS.OR DEFINE OR LIMIT THE SCOPE OF WORK REQUIRED TO LIVE LOAD DEFLECTION 13GO. Z Y L COMPLETE THE PROJECT.THE BUILDER HA5 REOUE5TED,ACCEFTS,AND REPRE5ENT5 B. WELDING OF STRUCTURAL STEEL 5 LL CONDO TO A.W.5.D 1.1 U51NG APPROVED E7OXX 2.5 PROVIDE(2)#4 REINFORCING BAR TOP*(2)#4 BOTTOM OF ALL I G-OCCUPANCY CATEGORY=11 _ THAT HE WLL5ELLCT ALLMATCMAL5 AND MANUFACTURES,QUALIFYAND 5ELECTAL 3.5 CROS5 BRIDGING AND/OR BRACING LLBE OVIDEDANDDETAFEDBY ELECTRODE5. CONTINUOUS FOOTING5. Q -� SUBCONTRACTORS AND INSTALLERS,DIRECT ALL WAYS AND MEANS OF CONSTRUCTION, TRU55 MANUFACTURER A5 REQUIRED DATE BRACE ALL TRUSSES. 17-WIND EXP05URE z Nam\ AND PROVIDE ALLADDITIONAL INFORMATION,ABOVE AND BEYOND THE5E DRAWNG5, 9. ALLWELDING 5HALLBE PERFORMED BYA TINED WELDER U51NGTHE ELECTRIC v \l REQUIRED TO COMPLETETHE PROJECT IN CONFORMANCE WITH ALL GOVERNING AGENCIE5 3.6 TRU55 MANUFACTURERTO PROVIDE D ICH ALLOW FOR NORMAL SHIELDED ARC PROCESS AT LICENSED ,OR OTHERWISE APPROVED BY THE LOCAL 10.3 ELECTRICAL GROUND: 18-51MPLI PIED DESIGN WIND PRE55URE, �J O Q AND THE WORK WILL MEET OR EXCEED ACCEPTED INDU5TRY5TANDAKD5. DEFLECTION WITHOUT IMPOSING LA LLOA ON THEIR 5UPPORT5 BUILDING DEPARTMENT. P530=17.G ` ` U (I.E.,5GI55OR TRUSSES 7. L 7.0 SPECIAL INSPECTION PER 5EC.1704 OF THE C.B.C.2019 15 REQUIRED 10. CONTINUOUS IN5PECTION 15 RE ED FOR ALL F WELDING. 19-COMPONENTS AND CLADDING O Q R A5 FOLLOWS: 3.7 TRU55 MANUFACTURER 15 RES N5IBLE FOR PROVI G ADDITIONAL 5HEARAND PROVIDE ONE EXTRA#4 BAR IN FOUNDATION FOR ELECTRICAL GROUND. THE DE5IGN WIND PRE55URE5 IN TERM5 OF PSF DRAG TRUSSES A5 SHOWN THE FRAMING PLAN. ALL STEEL EXPOSED TO WEAT SHALL BE HOT-DIP G ALLIED AFTER FABRICATION, LOCATION 5HALL BE PER ELECTRICAL CONTRACTOR. 2 Z TO BE U5ED FOR THE DE51GN OF EXTERIOR 7.1 ALL STRUCTURAL WELDING,INCLUDING WELDING OF REINFORCING STEEL OR OTHER APPROVED WE ER PROOFING METHODS M BE USED. O Ln ,.AND WELDING OF STEEL DECKING. 3.6 TRU55 MANUFACTURER RESPONSIBLE FOR REVIEWING F LNG PLAN5 AND COMPONENTS AND CLADDING MATERIALS NOT SPECIFICALLY DE51GNED BY REGI5TERED DE51GN IY Q STRUCTURAL DETAILS IOR TO FABRICATION OF TRUSSES A SPECIFYING 2. WHERE FINISH IS APT ED TO STEEL.PROVIDE 1/2"DIA.B HOLES p O.C., 7.2 INSTALLATION AND TIGHTENING OPERATIONS FOR ALL HIGH-STRENGTH HANGERS. U.N.O.,FOR ATTACH NTS OF 5 .SEE ARCHITECTURAL lMNGS FOR OR 03 FINISHES. PROFESSIONAL ^ O J FRICTION BOLTING(A325F). (ALTERNATE-I/2" .X 3"NELSONSON STTUDS p 36"O.C.). 4, BUILDER TO SUBMIT A 1 REPORT TO THE BUILDING Pe=22.3 psf l //� W 3.9 ALL TRUSSESD GNED3YTRU55MANUFACTUREK5HALL3EDE51 DTO DEPARTM CHECK PURPOSES. Q _ L/ E- 7.3 1N O ILLATION AND TIGHTENING OPERATION5 FOR ALL HIGH-51RENGTH SUSTAIN ALL TI CAL,LATERAL AND OTHER PERTINENT LOADS,INCLU G 13. ALL WORKMA IP AND MATERIAL55HALLCONDORM TOTHE LATE5T ITION ODTHE 20- REDUNDANCY FACTOR USED=1.3 ANCHOR BOLT5. BRACING OF AND BOTTOM CHORD5,IN ADDITION TO ANY CONNE 5 "51ECI FICAT 5 FOR THE DESIGN,FABRICATION,AND ERECTION OF 5T CTURAL STEEL 2 1-THE APPLICABLE INTERNAL U. RELATED TRUSSES.CONTRACTOR 15 TO COORDINATE WITH TRU55 MA ACTURER. FOR BUIL G"BY A.I.E.C. PRE55URE COEFFICIENT=O.18 7.4 DURING THE TAKING OF TEST SPECIMENS AND PLACING OF ALL REINFORCED CONCRETE,WITH THE EXCEPTION OF FOUNDATION CONCRETE WHEN THE 3.10 THE 55 MANUFACTURER 15 RESPONSIBLE TO MEET THE PROFILE A5 14. ALL IS UT UNDER STEEL BEARING PUTE5 SHALL BE 50LID DRY PACK OR NO RINK TABLE 1 5TRUCTURAL DE51GN 5TRENGTH 15 NO GREATERTHAN F'C=2500 P51. IN ATED IN THE DRAW NG5. GR PLACED A5 DIRECTED BY THE MANUFACTURER. FASTENER TYPES,DIMENSIONS.*ALLOWABLE LOADS 7.5 DURING THE PLACEMENT OF ALL MA50NKY INDICATED ON THE DRAW NG5 3.1 LL THE TRU55E5 TOP AND BOTTOM CHORD 5HALL BE D.F#2 OR BETTER. 15. EEL 15 TO BE FABRICATED IN THE SHOP OF A LCEN5ED FABRICATOR, HAVINGI LIN I N ALLOWABLE LOAD(Pounds)' .12 ALL THE TRUSS HANGER5 5HALL BE 5PECIFIED BY THE TRUSS MDR. SHOP DRAWING55HALL BE SUBMITTED TO THE 5TRUCTURAL ENGINEER FOR REVIEW AND Lateral Stren tM1' W1thdrawal Strength' 7.6 DURING DRIVING AND TESTING OF PILE5 AND CONSTRUCTION OF CA5T-IN-PLACE COMMENT PRIOR TO FABRICATION, Mm.Penetratlon(1ncM1ea) 9 DRILLED PILES OR CAISSONS. FASTENER' WIRE Into Ma Member Regd for 0.55 1 GAG 51u0e1 Pme Douglas Flr-larc 8.0 2015 CDC: 5TAPLE(I G Ga)DE51GNA55UME5FLEXIBLEDIAPHRAGM:501LS GEOLOGY,501L5`HARACTERI5TI`5' 4.0 ROOF AND FLOOR SHEATHING 8.0 REINFORCED CONCRETE 0.0625 48 42 38 25 EA REDUNDANCY FACTOR.HEIGHT TO WITH RATIO OF 2:1 FORALL PLYWOOD 5HR WALLS Gd 5mker HA5 BEEN CON5IDERED, Gd Cooler 0.0515 1 52 44 28 18 8.1 GENERAL: Gd Box 6d 1.0 STRUCTURAL WOOD 4.1 FLOOR SHEATHING:23/32"THICK WOOD PRODUCT PANEL.EDGER 5HALL BE TONGUE AND PLE 0.0 1 I/8 GI 51 31 29 STAPLE GROOVE SPAN RATING 5HALL BE 24 INCHE5,ORIENTATION 5HALL BE WITH FACE GRAIN 1.1 ALL REINFORCED CONCRETE MATERIALS AND CONSTRUCTION SHALL CONFORM (I S GI) 0.0720 0 64 54 45 29 PERPENDICULAR SUPPORT.PROVIDE 2X4 BLOCKING AT ALL EDGES(IXCEPT THOSE TO CHAPTER I9,CEC.2010 Gd Common MINIMUM QUALITY- 5UPPORTEDBYERAMING)WHEREB CKING 15 INDICATED,5HEATHINGADHE5IVETOBE Gd D- AP LED TO FRAMING MEMBERS PRIORTO PLACEMENT OD SHEATHING.5HEATHING TO BE 8.2 MATERIALS:CONCRETE MIXTURE Gd Cooler FULLY NAILED PRIOR TO ADHE5IVE.NAIL SHEATHING A5 FOLLOWS: Gd 5mker 0.1130 1 1/4 79 67 35 22 1,1 ALL 5TRUCTDRAL WOOD 5HALL BE OF DOUGLA5 FIR.LARCH 5PECIE5.(19%MAXIMUM MOISTURE CONTENT). 4.2 TYPICALFLOOR5HEATHINGFA5TENING5HALLBE: 2.1 CEMENT 5HALL CONFORM TO SECTION 19030E BUILDING CODE AND 5HALL 6d R1ng 5M1ank Od COMMON OR I Od PLYWOOD RING SHANK NAIL5 OR#8X2"OR LONGER SCREWS CORRESPOND TO THAT ON WHICH THE SELECTION OF CONCRETE PROPORTIONS Gd Screw 5M1ank .1.1 WOOD:AT 4 PA AT 6 INCHE5 O.C.ALONG ALL BOUNDARIES AND EDGE5 AND 10 INCHE5 O.C.IN FIELD. WERE BASED. 6d APLE . DOUGLA5 FIR-LARCH,DOC P5 20-05. BLOCKING 15 NOT REQUIRED. 2.2 CONCRETE AGGREGATES 5HALL CONFORM TO 5ECTION 1903 OF BUILDING CODE STAPLE(14 GI) O.OB00 60 GB 50 32 1.1.1.2 WOOD STRUCTURAL PANELS:DOC PS -09 OR DOC PS 2-10. (W Gd Ring 5M1ank 4.3 BLOCKED FLOOR SHEATHING FA5TENING 5HALL BE HERE NOTED ON DRAWINGS): Gd Screw 5M1an1 1.1.1.3 WOOD FA5TENER51 TABLE 2304.9.1. Od COMMON OR Od PLYWOOD RING SHANK NAIL5 OR#8X2"OR LONGER SCREWW5 2.3 USE TYPE7T CEMENT FOR CONCRETE IN CONTA6 WITH 501L CONTAINING SULFATE. Od Cooler 0.1200 3/5 69 7G 37 2G AT 4 INCHE5 O.C.ALONG ALL BOUNDARIES AND EDGE5 AND 10 INCHE5 O.C.IN FIELD. (MIN.PC=4500 P51,28 DAY5).CEMENT TYPEV.VAG=0.45 MAX.UNLESS Od 5mker 1.2 ALL MACHINE BOLT5 5HALL CONFORM TO A5TM A307,UNLE55 OTHER- PROVIDE PROVIDE 2X4 BLOCKING FLAT. OTHERWISE NOTED ON A SOILS REPORT. WISE NOTED. 5TAPLfU 3 Ga) 0.0915 9B 75 57 3G 4.4 ROOF SHEATHING:I5/32"THICK WOOD PRODUCT PANELS.SPAN INDEX 5HALL BE 32JI6. 2.4 REINFORCING STEEL 5HALL CONFORM TO ASTM A615.GRADE 40 FOR SIZES Od F.X 1.3 ALL NAIL$5HALL BE SINKER NAIL5,UNLE55 OTHERW5E NOTED, ORIENTATION 5HALL BE WITH FACE GRAIN PERPENDICUURTO SUPPORT.PROVIDE 2X4 #3 AND#4 AND GRADE 60 FOR SIZES#5 AND LARGER. Od Casm 0.1280 101 BG 40 25 FLAT BLOCKING AT ALL UN5UFFORTED EDGES WHERE BLOCKING I5 INDICATED.CRICKETS 8d Common 0.131 O I OG 90 1.4 CONTINUE PLYWOOD ROOF SHEATHING UNDER ALL CALIFORNIA FRAMING. AND MI5CELLANEOU5 FRAMING TO OVERLAY PLYWWOOD SHEATHING.NAIL 5HEATHING A5 8d R1n 5M1ank 11/2 41 2G POLLOWB: 8.3 STRENGTH: ed 5eew 5M1ank 0.1 DOC Bs 76 4.5 TYPICAL ROOF 5HEATHING NAIL55HALL BE IGd Box 2.0 FRAMING 12d 5mker 0.1350 13 96 42 27 Bd COMMON NAILS AT 6 INCHES O.C.ALONG ALL BOUNDARIES AND EDGES AND 12 3.1 CONCRETE 5HALL BE PROPORTIONED TO PROVIDE A MINIMUM COMPRESSIVE 16d Casm INCHE5 O.C.IN FIELD,BLOCKING 15 NOT REQUIRED, STRENGTH,PC,EQUAL TO 2500 P51(2B DAY5),UNLESS NOTED OTHERWISE. 5TAPLE(12 Ga) 10.10551 1 138 1 16 65 42 4.6 BLOCKEDROOF SHEATHINGNAIL55HALLBE: IOd Common 2.1 ALL FRAMING,BRACING,NAILING,NOTCHING,DRIWNGORBORING5HALLBE Bd COMMON NAIL5 AT 4 INCHE5 0.C.ALONG ALL BOUNDARIES AND EDGE5 AND 12 4.0 ALL REINFORCING,DO ,HOWOWNE,AND OTHER INSERTS Gd 5­ 0.1480 12 109 IN ACCORDANCE WITH C.B.C.2015 UNLESS MORE 5TRINGENT REQUIREMENT5 INCHES O.C.IN FIELD.PROVIDE PROVIDE 2X4 BLOCKING FLAT. 5HALL BE 5ECURED IN P051TION AND APPROVED BY THE LOCAL BUILDING Barbed Ply 41 0.1420 1 I G 100 J OFFICIAL PRIOR TO THE POURING OF ANY CONCRETE. I Od R1n 5M1ank ARE SPECIFIED. ALTERNATE 5TRAP5 MAY NOT BE USED FOR BLOCKED PORTIONS OF THE ROOF. g 1 5/8 I Od Screw 5M1ank 01350 G`I 2.2 AN AUG CERTIFICATE OF CONFORMANCE FOR GLUED-LAMINATED MEMBER5 4.7 FA5TENING OF FLOOR AND ROOF SHEATHING SHALL BE INSPECTED BY THE BUILDING OFFICIAL 21 Rmg 5M1ank . 1 13 96 45 29 MUST BE SUBMITTED TO THE FIELD INSPECTOR PRIORTO INSTALLATION: PRIOR TO CONCEALMENT, 121 Screw 5M1ank AL50,SHOULD HAVE MINIMUM 2400 P51 FLEXURAL5TRT55,DFIDF-V4 5TAPLE(12 Ga) 0.1055 1 1/8 138 1 16 65 42 WITH 5TANDARD CAMBER(U.N.O.) Gd Common 0.I G20 131 UJ 5.0 SAWN LUMBER 9.0 CONCRETE MASONRY IGdRmgSM1ank 13/4 25 109 D 32 2.3 ALL FOUNDATION PLATE OR SILLS AND SLEEPERS ON A CONCRETE OR 16d 5craw 5M1ank 0.1480 MASONRY5LAB,WHICH 15 IN DIRECT CONTACTWMTH EARTH,AND SILLS god Common O WHICH REST ON CONCRETE OR MASONRY FOUNDATION,SHALL BE PRESSURE 1 30d 5mker 0.920 2 173 ALL SAWN LUMBER SHALL BE GRADE MARKED BY ONE OF THE FOLLOW NG ORGANIZATIONS: V TREATED WOOD,ALL MARKED OR BRANDED BY AN APPROVED AGENCY. -W.C.LI.B. (STANDARD GRADING RULES#16) •1 GENERAL: zoa screwsmnk 0.1770 2115 173 147 59 38 2.4 ALL FRAMING CONNECTIONS SHALL BE"SIMPSON STRONG-TIE"AS -W.W.P.A. (STANDARD GRADING RULEB SPECIFIED ON THE PLAN5.CONNECTOR5 BY MANUFACTURER5 OTHER THAN 51MP50N -N.LG.A. (STANDARD GRADING RULES FOR CANADIAN LUMBER.US EDITION) For 51:1 pound=4.45N,I Hn 25.4mm,1 pe1=G.B9 kPa MAY BE U5ED PROVIDED THE CAPACITY MEET5 OR IXCEED5 OF THE SPECIFIED ALL CRETE MA5ONRY MATERIAL5 AND CON5TRUCTION 5HALLBE IN 51MP50N PART AND THERE 15 A CURRENT IC30 APPROVAL,CURRENT EBB REPORT.THE 2. ALL SAWN LUMBER SHALL BE DOUGL 5 FIR-LARCH. ACCO NCE WITH CHAPTER 21,C.B.C.2015 CONTRACTOR 15 RESPONSIBLE FOR PROVIDING A CONVERSION UST REFLECTING THE ALLOWABLE LOAD5 AND ICC-E5K NUMBER. 3. ALL SAWN LUMBER 5HALL BE DRY AND WELL SEASONED,AND THE M015TURE CONTENT IN USE(AT THE TIME THE STRUCTURE 15 WRAPPED)SHALL NOT EXCEED 19 PERCENT, 9.2 TERIALS: 2.5 5TUD WALLS PERPENDICULAR TO A CONCRETE OR MASONRY WALL 5HALL BE REGARDLE550F THE M015TURE CONTENT AT THE TIME OF MANUFACTURE. BOLTEDTOTHE CONCRETE ORMA5ONRYWALLWITH 1/2"DIAMETERXB" ALL MATERIAL KING UP NNI51TED CONCRETE MA5ONKYCON5TRU ION FOOT NOTES A307 BOLTS AT TOP,MID-HEIGHT AND BOTTOM. 4, SAWN LUMBER 5HALL HAVE THE FOLLOWING MINIMUM GRADE5(U.NM1; SHALL CONFOR TO STANDARDS REQUIRED BY 5EC.2103,C.B. -ALL 4 X 12 4 SMALLER FRAMING MEMBERS........................................................#2 -ALL 4 X 14,4 X I G,GX 4 8X FRAMING MEMBERS. ........ .........#I 2.1 TA HA BE E APPLICABLE AND HA PROPORTIONED 2.6 HOLES INU WA5HNEDLUMGG SHALL BE 5TANDTOII G"LARGER THAN PER MORTAR ALL MORN AS LC LL N 5HALL0, AR < 1/32" / -4 X 4 POSTS..... 5TANDARD THE BOLT,A WA5HER NOT LE55 THAN A STANDARD CUT WA5HER,OR GR5. ""' "" PER TABLE 2103 C.B. .AND IN CONFORMANCE WITH AS 270,MORTAR Q ALL OTHER POSTS AND TIMBERS. ............ ...... ........91 METAL PUTT OR STRAP IN LIEU THEREOF,5HALL BE PLACED BETWEEN THE FOR UNIT MASONRY. WOOD AND THE BOLT HEAD,AND BETWEEN THE WOOD AND THE NUT. -ALL 2X JOISTS AND RAFTERS...... ...... ..5T .....5TANDARD I SPECIAL LENGTH NAILS WITH SHANK DIAMETERS AS NOTED HAVING -ALL 2X 4 3X STUDS(UMBRACED LENGTH EX EE I N .....5TUD OR STANDARD SMOOTH,LARDED,SCREWIER RING SHANKS MAY EN USED PROVIDED ALL 2X 4 3X STUDS(UMBRACED LENGTH EXCEEDING OF ...... 2.2 GROUT 5HALL HAVE CONFINGREORMAL! NTS PROPORTIONED R ORDUE No.2103.12, .#2 THE TOTAL LENGTH OF FASTENER PROVIDES THE PENETRATION INTO yl 2.7 FRAMING IN CONTRACT WITH MASONRY OR CONCRETE SHOUW BE PRESSURE """" C.B.C.AND IN CONFORMAN WITH ASTM C476 GR FOR MASONRY ` ALL 2X TOP PLATES.................. .................. ....... .........STANDARD THE IVINGMEMBENffR5 ILL THICKNESSOFTHAFJff5 ATTACHMENT - Ne.C-051471 TREATED LUMBER OF SAME SPECIES. AND 5HALL ATTAIN A MINIMU OMPRESSION ST TH AT 28 DAYS [m� -ALL 2X AND 3X SILLS.................................................................ULF...A TANDARD OF DODO P51 OR THE REQUIRE OMPRESSIVE 5 NGTH OF THE MATERIAL.THESE FASTENERS WILL HAVE THE SAME VALUES AS -MANUF.TRU55 COMPONENTS........................GRADE PER MANUF(DF.LARCH ONLI� TABULATED ABOVE. r 2.8 STRUCTURAL INFORMATION SHOWN ON FRAMING PLANS IS FOR THE MAIN CONCRETE MASONRY UNITS,WHI VER IS G R. 5TRDCTURAL ELEMENTS.NON-5TRUCTURAL ELLMENT55HALL BE CON5TRUCTED 5. ALL BILLPLATE5 RE5TING ON CONCRETE OR MASONRY TO BE PRE55URE TREATED 2 FORWOOD DIAPHRAGMS RE515TING WIND OR5EI5MIC LOADING, �•t- Otv'P PER APPROVED CODE REQUIREMENTS. DOUGLA5 FIR. 2.3 CONCRETE MASONRY UNIT5 FOR LOA BE G SYSTEMS MAY BE CONCRETE THESE VALUES MAY BE INCREA5ED 30 PERCENT IN ADDITION TO OF CA�Wf BRICK A5 SPECIFIED BY A5TM C55,5 1 LONG FOR CONCRETE BUILDING BRICK. 33-1/3 PERCENT PERMITTED FOR DURATION OF LOAD, 2.9 CONVENTIONAL CONSTRUCTION REOHREMENT5 OF CHAPTER 23 FOR LIGHT 6. ALL RE5AWN AND ROUGH5AWN BEAM5 ARE TO BE FREE OF HEAR CENTER. FRAMED CON5TRUCTION SHOULD BE FOLLOWED A5 REQUIRED. 2.4 GRADE N CONCRETE BRI RIOCKS ARE FOR U ARCHITECTURAL VENEER AND 3 THE TABULATED ALLOWABLE VALUES AGE FOR FA5TENEK51N5TALIED PACING LIMITS IN EXTER WALLS. IN DOUGIL5 FIR-LARCH OR 5OUTHEM PINE.TO DETERMINE THE ALLOWABLE 2.10 WEIGHT OF THE ROOF 15 CONSIDERED A5 10 PSF MAX.(rOTAL ROOF c VALUES FOR 5PECIE5 HAVING A SPECIFIC GRAVITY EQUAL TO OR GREATER DEAD LOAD OF 19 P5N,IF ROOFING MATERIAL EXCEED5 THI5 LOAD,THE 6.0 REINFORCING STEEL 2.5 GRADE 5 CONCRETE BRICKS ARE F GENERAL E WHERE MODERATE 5TRENGTH THAN 0.42 BY MULTIPLYING THE VALUES ABOVE BY 0.82 FOR SPECIES WTH Iz ORAMI NG CONTRACTOR 5HOUW NOTIFY FARAH ENGINEERING IN WRITING AND RESISTANCE TO FROST ACT AND MOIST PENETRATION IS REQUIRED. 5PECI FIC GRAVITY PEGG THAN 0,42,MULTIPLY THE VALUES ABOVE BY 0.65, PRIOR TO CON5TRUCTION, 4 ALLOWABLE VALUES 5HOUW BE ADJUSTED FOR DURATION OF LOAD 2.11 PROVIDE 50LID BLOCKING UNDER BEARING PERPENDICULAR WALL5 AND I. ALL REINFORCING 5TEEL 5HALL CONFORM TO A.5T.M.A-615-40 FOR#4 BAR5 AND 5MALLLR. 9.3 STREN H: INACCORDANCE WITH THE CODE5 WHERE METAL5IDEARE USED DBLJOI5T5 UNDER BEARING PARALLEL WALL5(U.N.01. LATERAL 5TRENGTH VALUER MAY BE INCREASED 25 PERCENT. 2. ALL REINFORCING STEEL SHALL CONFORM TO A.S.T.M.A-615-60 FOR#5 BARS AND URGER. (� 2.12 TOP PLATES OF ALL WOOD STUD WALLS TO CONSIST OF T 2k5 THE 3.1 THE 5PECIFIED COMP SSIVE 5TRENGTH OF MASONRY,IN HALL H 5 WITHDRAWAL VALUE5 ARE FOR FASTENERS INSERTED PERPENDICULAR SAME WIDTH AS THE STUDS UNLE55 E 5PUCE SE NOTED,TOP PLATES 3. ALL WELDED WIRE FABRIC TO CONFORM TO A.S.T.M.A-65.LAP TO I-I/2 SPACES, 1500 PSL UNLESS ED OTHERWISE.IF HIGHER CT O N IT SHALL TO THE GRAIN IN POUNDS PER LINEAR INCH OF PENETRATION INTO THE SHALL LAP-MINIMUM OF 48"AND BE SPLICED WITH NOT LE55 THAN 2"MINIMUM.(YIELD 5TRENGTH=60 KSI) BE VERIFIED BY P M TESTS AND REQUIRED IN SECTION 2105. MAIN MEMBER E5 SPECIES MUST BE COMPUTED IN ACCORDANCE WITH ,ep: 6-16D NAILS SPACED NOT MORE THAN 2"ON CENTER, THE CRITERIA DESCRIBED IN THE GENERAL NOTES,WITHDRAWAL 5TRENGTH \ v G 1 4. REINFORCING DETAILING,BENDING,AND PULING SHALL CONFORM TO A.C.I.318. 3.2 REINFORCING ALL HAVE A SPECIFIED YIELD STRENGTH,UP.OF 4 P511 FOR REGARDL55 Off I NOT RELA5ED PENETRATION. D BY FACTOR GREATER THAN V 2,13 ALL SHEAR PANELS SHALL HAVE CONTINUOUS SHEATHING MATERIAL FROM ONE UNLESS NO OTHERWISE. TWO REGARDLESS OF INCREASED PENETRATION. END TO THE OTHER AND FROM PLATE TO PLATE AS 5PECIFIED ON THE 5, WELDING OF REINFORCING STEEL 5HALL CONFORM TO THE CURRENT A.W.S.STANDARDS (1. DRAWINGS.CONTRACTOR SHALL COORDINATE FRAMING 5UCH THAT CONTINUITY U51NG PROPER LOW HYDROGEN WELDING RODS. G WITHDRAWAL LOADS FOR DEFORMED SHANK NAILS ARE THE SAME A5 O O Of5HEAKPANC-515A55URED. 9.4 PECIAL INSPECTION: ArrRovAL FOR COMMON NAILS. Riverside County Flre De ar[men 6. THE FOLLOW NG MINIMUM CLEAR DISTANCES BETWEEN REINFORCING STEEL AND FACE OF Office of the Fire Marshal 2,14 AT ENDS OF BLEAR PANELS WITH POSTS,5HEATHING MATERIAL(LE,DRYWALL CONCRETE SHALL BE MAINTAINED UNLE55 NOTED OTHERWISE ON PLAN5. 7 THE TABULATED PENETRATIONS FOR FASTENERS INSTALLED IN DOUGLAS V O OR PLYWOOD)SHALL BE EDGE NAILED TO POSTS. -SUBS ON GRADE.......................................................................CENTER OF 5UB TO ONCRETE MASONRY CON5TRUCTION WHICH 15 NOTED A5 REQUIRING FAIR-LARCH OR SOUTHEM PINE PENETRATION SHALL BE INCREA5ED TO 13 CONCRETE BELOW GRADE,FORMED..................................................................2" 5P IAL IN5PECION PER DRAWING5,SUCH INSPECTION SHALL BE CARRIED DIAMETER5 FOR 5PECIE5 WITH SPECIFIC GRAVITY EQUAL TO OR GREATER BY: FSS KEVIN SHIN RAEARTH) T IN ACCORDANCE WITH C.B.C.5ECTION 1704 CONCRETE E55 2.5 ALL LEDGERS SHALL BE SPLICED WITH ST22 STP,UNLE55 OTHERWISE NOTES. -CONCRETE BELOW GRADE,UNFORMED(POURED AGAINST EARTH).. ����...3 SPECIFIC GRAVITY L THAN 0.42. �� ASONRY CONSTRUCTION WHICH REQUIRE SPECIALINSPECTION AFRO -CONCRETE EXPOSED TO WEATHER -I/2 10/26/2021 2.16 ALL SHEARTRANSFTR NAILING I HALL BE PER DRAW NGS,AND THE CONTRACTOR -WALLS ....... ..... Z REQUIRED TI HAVE MASONRY PRISM TESTING PRIOR TO AND DURING B STAPLES SHALL HAVE A 7/16 MINIMUM CROWN WIDTH. � �N 1 SHALL PROVIDE PROPER NOTIFICATION FOR INSPECTIONS TO REVIEW SAME. -COLUMNS AND BEAMS TO MAIN BARS �, CONSTRUCTION AS DESCRIBED IN SECTION 2105. I _ The approval of plans and spedfc,uty tlaes not p 9 ALL NAIL5 HAVING THE LETTER(d)IN THEIR DESCRIPTION ARE ALSO violation,EeleDon,omission or faullyinslallaiion efa 7. BAR5 IN CONCRETE 5HALL BE LAPPED A5 FOLLOW: MAN UFACTURED IN BULK OR COLLATED FORM IN 5TANDARD PENNY(d) re„uirements of Title M.,any Local Ortlinances.Consku io 32 FOR#4 BAR5 512E LENGTH. - pose o spectlp umoses 39"FOR#5 BARS s all remain accessible antl ex tl r r In untll approveE Dy Ue Fire Department�p 43"FOR#6 BAR FASTENING SCHEDULE 2019 CALIFORNIA BUILDING CODE FIRIB TABLE 2304.10.1 B1P61NBSRIH6 THE POFFO MNG ARE GENERAL REQUIREMENTS OF THE FASTENING SCHEDULE BA5ED ON THE 2015 CA BUILDING CODE.THI5 TABLE 15 INTENDED TO PROVIDE ONLY GENERAL INFORMATION,FOR FURTHER INFORMATION CONTACT THE BUILDING AND 5APETL DIVISION. ELEMENT/CONNECTION FASTENER LOCATION ELEMENT/CONNECTION FASTENER LOCATION ROOF FLOOR BLOCKING BETWEEN CEILING JOISTS, 3-8O COMMON(2 z"X 0.1317 3-5D COMMON TOE NAIL3-IOF BOX RAFTERS OR TRUSSES TO TOP PLATE 3- OF BOX f3"X 0.1287 22 JOIST TO SILL,TOP PLATE,OR GIRDER OR OTHER FRAMING BELOW. 3-3"X 0.131"NAILS TOE NAIL EACH END 3-3"X 0.131"NAILS ,` m 3-3"14 GAUGE 5TAPLE5,?'CROWN 3-3"14 GAGE 5TAPLE5,is"CROWN V 2-BD COMMON f2 X0.131'7 Z BLOCKING BETWEEN RAFTERS OR 2-3"X 0.131°NAIL5 TOE NAIL EACH END II OD BOX 6"O.C.,TOENAIL 23 RIM JOIST,BANRAMIN,BOR ELOW KING TO TOP PLATE, TRU55 NOT ALL THE WALL TOP PLATE, 2-3"14 GAUGE STAPLES SILL OR OTHER FRAMING BELOW 3"X 0.131"NAILS TO RAFTER OR TRU55 3"14 GAGE STAPLES,6"CROWN 3 3 COMMON(3 i"X 0.162") f0 ND NAIL 3-3"14 GAUGE E 5TA [� 3-3"14 GAUGE STAPLES 24 I"X 6"SUBFLOOR OR LE55 TO EACH JOIST 2- ZBO COMMON FACENAIL 2-IOD BOX F-- FLAT BLOCKING TO TRU55 AND WEB 3 GD COMMON 0,131(NL"X 0.162"),6"O.C. FILLER AILS(U G"O.C. FACE NAIL M z 3-3 X 4OG3UGNAS�PLE56"O.C. 25 2"5U3FLOORTO JOISTORGIRDER 2-16D COMMON Li 3-8D COMMON FACENAIL � sl 2 CEILING J015TTO TOP PLATE 3- "X BOX W O 3-3" TOENAIL EACH JOIST ,. 3-3"14 GAUGE 5TAPLE5,rj'CROWN 2C 2"PLANK 2-I GD COMMON EACH BEARING,FACE NAIL Z IY N In lull ING J015T NOT ATTACHED TO PARALLEL RAFTER,LAP5 CEILING 3-16D COMMON 3 OVER PARTITION5(NO THRUST) _ AND 5ECTION 4- CUBOX FACE NAIL z cm N 2308.7.3.1) 4-3"X 0.131"NAILS 20D COMMON 32"O.0 FACE NAIL AT TOP AND BOTTOM 4-3"14 GAUGE 5TAPLE5,z'CRERN AND STAGGERED ON OPPOSITE SIDES -�9 V 06 4 CEILING J015T ATTACHED TO PARALLEL RAFTER(HEELJOINT) TABLE 2308.7.3.1 FACENAIL 27 BUILT-UP GIKDER5 AND 3EAM5, OD BOX 24"O.C.FACE NAIL AT TOP AND BOTTOM Z O U (TABLE AND 5ECTION 2305.7.3.1) 2-INCH LUMBER LAYERS 3"X 0.131"NAILS STAGGERED ON OPPOSITE 51DE5 W O 3"14 GAGE STAPLES,7/1 G"CREIANDi R z ^ 3-1 O COMMON 2-20D COMMON ENDS AND AT EACH SPLICE,FACE NAIL 2 O L) COLLAR TIE TO RAFTER 4-1 OD Box FACENAILS 3-I0D BOX l a/ �J 5 4-3"X0.131"NAILS 3-3"X 0.131"NAILS (� Q 4-3"14 GAUGE 5TAPLE5,"CROWN 3-3" 4 GAGE 5TAPLE5,7/1 G"CREI ^ O W G 3-10 COMMON 3-I GD COMMON Q _ u lLl RAFTER OR ROOF TRU55 TO TOP PLATE(TABLE AND SECTION 3- GD BOX 26 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 4-OD BOX EACH J015T OR RAFTER,FACE NAIL 4-3"X 0.131"NAILS LL 2308.7.5) 4- OD BOX TOENAIS5' 4 3"14 GAGE STAPLES,is"CROWN 4-3"X0.131"NAILS 4-3"14 GAUGE STAPLES,TJ"CROWN 29 JOIST TO BAND JOIST OR RIM JOIST 3-I GD COMMON END NAIL 2-3"CD COMMON 4-OD BOX 7 ROOF RAFTERS To RIDGE VALLEY END NAIL 4-3"X 0.131"NAILS 3 OR HIP RAFTERS;OR ROOF RAFTER TO 2"RIDGE BEAM 3:1 OD BOX 4-3"14 GAGE 5TAPLE5,is"CROWN - 3-3"14 X0.131"NAILS GAUGE 5TAPLE5,is"CROWN 3- O COMMON 30 BRIDGING OR BLOCKING TO 2-8D COMMON EACH END,TOENAIL 3- GD BOX TOENAIL JOIST,RAFTER OR TRU55 2-1 OD BOX 2-3"X 0.131"NAILS 4- OD BOX 2-3"14 GAGE STAPLES,6'CROWN 4-3"X0.131"NAIL5 4.3"14 GAUGE STAPLES,Ti" GROWN WOOD STRUCTURE PANELS, SUBFLOOR, ROOF AND INTERIOR WALL WALL SHEATHING TO FRAMING AND PARTICLE BOARD B 5TU°TO 5TU°(NOT AT BRACED WALL PANELS) IGDCOMMON 24"0.C.PACE NAIL WALL SHEATHING TO FRAMING (a) I0D BOX I G"O.C.FACE NAIL 3"X 0.131"NAILS 31 GD COMMON OR DEFORMED(2"X 0,1 13) 3"14 GAUGE 5TAPLE WN 5,Z"CRO 3/B"-I/2" (SUBFLOOR AND WALL) GZ EDGE ERMEDIATE SUPPORTS BD BOX OR DEFORMED(ROOF) 9 STUD TO STUD AND ABUTTING 5TUD5 AT INTERSECTING WALL CORNERS I GD COMMON I G"O.C.FACE NAIL 2 3"X 0.1 13"NAIL(SUBFLOORAND WALT (AT BRACED WALL PANELS) ° 6D BOX 2"O.C.FACE NAIL I G GAGE STAPLE,"CROWN 4"EDGE 2 3"X O.113"NAIL(ROOF) B"INTERMEDIATE SUPPORTS 3"X 0.131"NAILS 12"O.C.FACE NAIL I q"I G GAGE 5TAPLE,'CROWN!ROOF) 3"EDGE 3"14 GAUGE 5TAPLE5,rj'CROWN 6"INTERMEDIATE SUPPORTS 10 BUILT-UP HEADER I GD COMMON I G"O.C.EACH EDGE,FACE NAIL I GD BOX 12"O.C.EACH EDGE,FACE NAIL 32 19/32"-3/4" BD COMMON G"EDGE GD DEFORMED 12"INTERMEDIATE 5UPPORT5 I I CONTINUOUS HEADERTO STUD 4-6D COMMON TOE NAIL 2 a"X O.I 13"NAIL 4"EDGE 4-I OD BOX 2" G GAGE STAPLE,is'CROWN 8"INTERMEDIATE SUPPORTS I GD COMMON I G"O.C.FACE NAIL 12 TOP PLATE TO TOP PLATE I OF BOX 33 7/B"-I/4" 1 OD COMMON G"EDGE 3"X 0.131"NAILS 12"O.C.FACE NAIL BD DEFORMED 12"INTERMEDIATE SUPPORTS 3"14GAUGE STAPLES">r"CROWN OTHER EXTERIOR WALL SHEATHING 8-16D COMMON EACH SIDE OF END JOINT,FACE NAIL TOP PLATE TO TOP PLATE,AT END JOINTS 12-OD BOX (MIN D LAP SPLICE LENGTH EACH SIDE 12-3"X 0.131 NAILS OF END JOINT) 34 I/2"FIBERBOARD 5HEATHING(b) I/2"GALVANIZED ROOFING NAIL, 3"EDGE W 13 12-3"14 GAGE STAPLES,is CROWN I/4"16 GAGE STAPLE WITH s"OR 1"CROWN G"INTERMEDIATE5UPPORT5 25/32"FIBERBOARD 1 3/4"GALVANIZED ROOFING NAIL, 3"EDGE Z J I GD BOX 'O.C.FACE NAIL 35 5HEATHING K) 1 1/2"1 G GAGE 5TAPLE WITH trill OR 1"CROWN G"INTERMEDIATE SUPPORTS 16D COMMON 16' 14 BOTTOM PLATE TO J015T,RIM J015T,BAND J015T OR BLOCKING 3"X 0.131"NAILS 2"O.C.FACE NAIL "QTATBRACE°W" P""Es' WOOD STRUCTURAL PANELS, COMBINATION W 0 3"14 GAGE STAPLES, "CROWN 2-1CDC BOX IG"O.G.PACE NAIL SUBFLOOR UNDERLAYMENT TO FRAMING WT 5 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST OR BLOCKING AT 3-I GD BOX BRACED WALL PANELS 4-3"X 0.131"NAIL5 y 4-3"14 GAGE 5TAPLE5,is"CROWN 3C 3/4"AND LE55 BD COMMON G"EDGE 4-8D COMMON GD DEFORMED -INTERMEDIATE SUPPORTS 4-1 OD BOX TOE NAIL BD COMMON 6"EDGE v 4-3"X 0.131"NAILS 37 7/b"-1" ED DEFORMED 12"INTERMEDIATE SUPPORTS I G 5TUD TO TOP OR BOTTOM PLATE 4-3"14 GAGE 5TAPLE5,"CROWN 3B /B"- I/4" 1 OD COMMON G"EDGE 2-GDCOMMON BD DEFORMED 2"INTERMEDIATE SUPPORTS 3-IOD BOX 3-3"XAGE AG 5TA "°""" 3- PANEL SIDING TO FRAMING 3"14 G G STAPLES,r'S"CROWN 2-IGDCOMMON 39 1/2"OR LE55 6D CORROSION-RE515TANT 5IDING G"EDGE FtQFcS$py. 17 TOP OR BOTTOM PLATE TO STUD 3-OD BOX END NAIL GD CORK05ION-RESISTANT CASING 12"INTERMEDIATE SUPPORTS "Yqi 3-3"X 0.131"NAILS �. 3-T 14 GAGE STAPLES,7/16"CROWN 40 5/B" BD CORROSION-RESISTANT 5IDING G"EDGE 2-1 GO COMMON BD CORROSION-RESISTANT CASING 12"INTERMEDIATE SUPPORTS ti Gr 18 TOP PLATES,LAP5 AT CORNERS AND 3-1 OF BOX INTER5ECTl°NS 3-3X0.131 NAILS FACE NAIL INTERIOR PANELING Exp. �30 so.06/.30�12 n 3-3" 4 GAGE 5TAPLE5,7/I G"CROWN 2P 2-BD COMMON 41 1/4 6 4D FINISH z EERMEDIATE SUPPORTS z-1 OD Box DG CALF 19 "BRACE TO EACH STUD AND PLATE 2-3"X 0.13 GE 5T lS FACE NAIL 42 3/B" GD CA51 NG G"EDGE OF 2-3"14 GAGE STAPLES,7/16"CROWN 6D FINISH -INTERMEDIATE SUPPORTS 20 1"X G"5HEATHING TO EACH BEARING 2-8D COMMON FACE NAIL FOR 51;1 INCH=25A MM 2-I OD BOX A. NAILS SPACED AT C INCHES AT INTERMIDIATE 5UPPORT5 WHERE SPANS ARE 48"OR MORE.FOR NAILING OF WOOD 5TRUCTURAL PANEL AND PARTICLE BOARD DIAPHRAGMS AND SHEAR WALL5,REFER 21 1"X6"AND WIDER 5HEATHING TO EACH BEARING 3-8D COMMON FACE NAIL TO SECTION 2305.NAIL5 FOR WALL 5HEATHING ARE PREMITTED TO BE COMMON,BOX OR CASING. 3-1 OF BOX B. SPACING 5HALL BE G INCHE5 ON CENTER ON THE EDGE5 AND 121NCHE5 ON CENTERAT INTERMEDIATE SUPPORTS FOR NON 5TRUCTURAL APPLICATIONS.PANEL SUPPORTS AT I C INCHE5(20 INCHE5 IF STRENGTH AXI5 IN THE LONG DIRECTION OF THE PANEL,UNLE55 OTHERM5E MARKED). C. WHERE A RAFTER 15 PA5TENED TO AN ADJACENT PARALLEL CEILING J015T IN ACCORDANCE WITH THI5 �•(/ �\�" 5CHEDULE AND THE CEILING J015T 15 FASTENED TO THE TOP PLATE IN ACCORDANCE IMTH THI5 SCHEDULE, THE NUMBER OF TOENAILS IN THE RAFTER5 SHALL BE PERMITTED TO BE REDUCED BY ONE NAIL. O��O O SEE TABLE 2304.10.1 FOR MORE INFORMATION. BY- APPROVAL �J�QC9 Riverside County Fire Department �� O Otfce of the Fire Marshal !] BY; FSS KEVIN SHIN '�l.^VVO�✓� `/� f pl ,D fflD2, Th h. A N-1 A e approval oans and specRwTions tices not tro pan the 'V�� or any raywremem:of rune is...�o�i omiva:. wni°� anal!remain accessible and exposed ror'mspedion proposes until apprpvetl by the Fire Deparlmerit. �SRIH6 YARN MIN.(4)-I Ga @ TOP PL.TO EACH K.STUD TYP. EO. JACKS J7 MIN.(L.- Gd @ TOP PL.TO EACH MIN.(G)-STUD U K.STUD TYP. @KING STUD r/ m ZTO HEADER — ROOF I SAVE BLK'G EO' — SHT'G �R 51MP50N H V � @ 48"O.C. v U.N.O.ON PLANS MIN 2'-0" SIMPSON LTP4 Z _ PROVIDE 1 6d's AT KING 51 4 5 O.C. �— ^ INDIVIDUAL 5TUD TO TRIMMER U.N.O.ON PLANS M z c PANEL SECTIONS WITH SPACING TO MATCH It � � SHEAR WALL EDGE NAIL W O xx SPACING CQ Q O TOP PLATES W c Z N Ln 71CRIPPLE Q N TOP NON-BEARING z PLATE WALL CONNECTION STUD WALL 7 O Q 6' PLATE HEADER HEADER L ` O NOTCH/BORE L MIN.(G)-I Gd e MIN.3�POST AT W O Q �m MIN.(6)-16d MIN.2X4 STUDS @ @KING STUD VERTICAL SPLICES T z 16"O.C.AT INTERIOR @KING STUD y TO HEADER WHERE STAGGERED Ln BEARING AND SHEAR MIN.2X TRIMMER W/ ,N.IS RffYD TO HEADER O WALLS(MAX.HEIGHT O') KING STUD ATTACH W/ Gd's 2X FLOATER J MIN.2X4 5TUD5 @ ARING,. S 6"O.C.(DOUBLE KING Lu AT INTERIOR NON-BEARING, ❑ MIN.2X4 FLAT eLK'G AT �O Q AND NON SHEAR WALLS OR GREATER) =7'-0" 2 sHEARwnu HORIZONTAL SPLICES 3 LOAD BR'G Q O Lu F W (MAX.HEIGHT 14'). WATER 5rv2 eueTRAnDN (REQ'D AT HIGH PLATES DOUBLE SILL IF AND BALLOON FRAMES) POST HEATER OPENING=7'-0" LL REFER TO PLANS FOR OR GREATER 2X FLOATER OTHER CONDITIONS. MIN.2X TRIMMER W/ KING STUD ATTACH W/ ICBO APPROVED I Gd's @ G"O.C.(DOUBLE "SHOTPIN"@ 32"O.C. SOLE PLATE KING STUDS IF OPENING 8 STUD AT INTERIOR NON- B STUD NAILING PER 7'-0"OR GREATER) p NOTCH/B LJS ORE SHEAR WA p NOTCH/BORE SHEAR WALL �5CHEDULE MUD 511 SILL NOTCH/BORE (4)-I Gd @ (4)-I Gd @ EACH K.STUD EACH K.STUD .G. TYE. TYP. APPROVAL Rive11 County Fire Department .f(ce o((he Fire Marshal BY: FSS KEVIN SHIN 10/26/2021 Thaapproval ofplansandspac.t—d notpertaittha violation,tleletion,omission or.1 O Installation of any requlremenis of Title U.111,Local Ordinances.Oonsirudlon shall remain accessie antl Fi tl for'mspection purposes until approvetl by M.Me Fire Department. BOUNDARY 41/2"50. 4112"50. BOUNDARY NAILING NO BLK'G TO 5"50. NAILING &E.N.RE BLK'G AND 5HAPED 2X BLK'G.(@ EAVE7 21 IL G.AT EDGES OF FIRPUCE STACK E.N.READ OR BOTTOM CHORD(@ GABLE) FORT TRU55 BAY5. 11 FIELD FIELD E N. E.N. J NAILING NAILING -HOLES UP TO 4 I/2" BLOCKED •UNBLOCKED AT EA- CARPENTER BUILT BRACKET MANUFACURER'S BRACE 50.DO NOT REQUIRE SHl•G •5HT'G LOCATE TRU55 AT EDGES OF 2"x2"ANGLE IRON STONE VENEER AS PER EDGE BLK'G 6 E.N. NAILING FIAT)SCE STACK.USE 2X TO"2 3"LADS W/ ARCHITECTURAL PLANS -HOLES FORM 4 I/2" !FLAT)SCAB,L=4'-O',W/16d EACH x T LAG AT f 10"MAX.THICKNESS) J 50.TO 9"50. 'N. 2X4 FIAT EACH STUD REQUIRE BLK'G&E.N. @ 4"o.c.@OFFSET COND. BLK'G I/2"ANGLE SLIP FIT 4 F G -HOLES URGER THAN SIMP.M5TA36 OVER H 6 C TAPS VENEER TIES,CORROSION NO BLK'G 5"50,ARE NOT *EN REQ'D ALLOWED .o• 2"GALV.NAILS WITH MIN. I/4"BOLT RESISTANT WIRE,MIN.12 -HOLE SIZE INCLUDES RADDII UD5 CCRUTT 3/4" I/B"PENETRATION GAUGE,WITH LfG THROUGH MIN. MESH WITH LEGS OF MIN. v 1 THE LENGHT OF THE PLAN GLUE AND 5CREW TO 15"LENGTH BENT AT w FRAMING OVERCUT 2X4 LEDGER RIGHT ANGLE5,LAID IN EMBERS SIMP.MSTA36 WOOD 5TUD5 AT MAX. MORTAR JOINT.PROVIDE Q BELOW5 2X BLK'G.(@ EAVE) PROVIDE BOLT FOR EVERY 2 50.FT.OF -MAX.ACCUMULATED I C,O.C. LENGHT OF OPENINGS TOP FLAT AND/OR TRU55 TOP CHORD OR BOTTOM CHORD(@ GABLE) TO CINCH 5TRAP STONE VENEER AREA GENERAL NOTES SHALL NOT EXCEED TOR RAFT,PER COND.), 51MP5ON C51 G 5TRAP CEMENT GROUT,MIN.I" REINFORCEMENT,NOT LESS MIN.SIZE OF PLYWOOD SHEET SHALL BE 2'-d'x 2'-0" 20 PERCEN OF THE @TOP I/3"OF TANK THICK THAN 2"X2"X 6 GAUGE 2. SEE PUN PER PLYWOOD THICKNE55 AND NAILING WALL IENGHT 2X4 LEDGER GALV.WIRE ME5H,2 PLY 3. LONG DIMEN51ON OF PLMOOD 5HALL RUN ACROSS 21 BRACING W/(3)-1 Gd @ EA.STUD TYP. TOP PLATE5 AND/OR TRU55 TOP CHORD TO(LEDO DS W/ WATER-PROOFED PAPER- JVJ (PERPENDICUURTO)JOI5T5 OK RAFTER5. -RECOMMEND CIRCULAR PROVIDE 318"PLYWD.CAP @ PLATE NINE (OR RAFT.PER COND.). 3/8"x 3"L AT BACKED,ANCHORED TO 4, NAIL EDGE D15TANCE SHALL BE MIN.3/8"AND SHALL BORED HOLE5 OR DEV. EACH STUD ELEV. WOOD 5TUD5 WITH 2" NOT BE DRIVEN THROUGH THE OUTER PLY. RADIUS CORNER CUT5 GALV.5TEEL WIRE 5, CONTINUOUS BLOCKED PANEL EDGES 5HALL RECEIVE (TO REDUCE 5TRE55 FIRPLACE STUDS TO RUN FULL HEIGHT5 51M15ON C516 STRAP FURRING NAIL5 AT 4" EDGE NAILING(BLOCKED 5HT'G ONLY) NCONCENTRATION5) FROM FOUNDATION(ONE 5TORY)OR FULL FIRPLACE STUDS TO RUN FULL HEIGHT5 BOTTOM I/3 OF TANK O.C.,AND AT TOP AND 6. STAGGER END JOINTS 2'-0'MIN.A5 5HOWN HEIGHT FROM 2nd FLOOR LEVEL(TOW FROM FOUNDATION(ONE 5TORY)OR FULL AT 8"O.C. 7. ALL J015T5 AND RAT ER5 5HALL BE LAID OUT IN A I nl STORY).MAX.SPACING=16"o.c. HEIGHT FROM 2nd FLOOR LEVEL(TOW BOTTOM WITH NOT IE55 4'-0"MODULE TO COINCIDE WITH PLYWOOD PATTERN 48"M 48"TVP STORY).MAX.SPACING=16"o.c. THAN 8d COMMON NAILS B. NAILING 51ZE AND 5PACING A5 NOTED ON PLANS s. U5E TONGUE-IN-GROOVE PLw OD AT FLOOR5 R QRpFESS/a,. 1 ROOF/FLOOR DIAPHRAGM LAYOUT 2 SHEAR WALL PENETRATIONS 3 CHIMNEY TO PLATE BRACING 4 CHIMNEY TO PLATE BRACING 5 WATER HEATER SEISMIC ANCHORAGE 6 STONE VENEER/STUD WALL a c-uslan �, (1)51MF50N(5TC) PROVIDE A GALVANIZED METAL E%p.06/30/22 PER BLOCK STRAP NOT LE55 THAN 0.055" (16 GA.)AND -I/2"WIDE WITH Sf 3 G-I Gd's ON EACH SIDE OF EACH PLATE WHEN PLATE5 ARE OTCH ED 9��-cAl_IFO NDTcn�RE 2 x 4 5TUD5 ALIGN RAFT./TRu55 OR BORED MORE THAN 1/2 T11E PLATE %DF 5ND U45TUD5 2XG 5TUD5 @IG'OC. UNDER PARALLEL WIDTH, 25% 1/8" 1 3/8" FIREPLACE WALLS- TOP PUTS rX 2X SHAPED BLK'G 40% 1 3/8" 2 1/8" W/5IMP50N A35'S G0%, 2�" 3 I'll EQUA EQUAL (2)16d (2)I Gd 2 @ 24"O.C. ALTERNATE E.N e.N. F N DRAIN }}MAX MSTA24 @ 2 X BLK'G TYPE MIN 3/4"GAP @ALL PIPE ICI EACH 51DE OF @ 48"O.C. NON-BEARING WALLS PLYWOOD 2X6 PLUMBING I EACH PLATE 5HT'G 40%D 25%D 2X 5HAPED BILKS TRFWALL W/16d's @ B"O.C. SN 3 I (1)51MP50N(5TC) 2x STUDS �� A1111D ILN PER BLOCK A (AT SHEAR TRU55 GO%D GO%DF ,v LL �� U 6w CONDITION ONLY) GI�55 D D E.NU E.N.NIAX2 O� SHEAR PANEL ZPENETRATION OPPOSITE TYPE MIN 3/4"GAP ALL J E N J PROVIDE PLUMBING [(aa�] PER PLAN 4 I/2 MAX. NON-BEARING WALLS TO 5HEAK PANEL 5IDE G 2X BLK'G @ALTERNATING 6096 D I 40%D DO NOT Q TRU55 BAY5 W/(G-16d's MIN. NAIL WTH NGPLUMBING x7T� TO G.T.PROVIDE(3)-16d JACK TO BLY'REACHTRU55 x45—L=2-O" PENETRATION O��\ O 8'-O"MAX.SET-BACK F DF \ REPLA E C WAl15 WI REFER TO"8/SN2"FOR ALL NON$HEAR WALL APPLICATIONS. SOLE/SILL PLT. AA NON BEARING BEARING AND "V��• N_2 PROVIDE LATERAL BRACING @ MAX. WALLS EXTERIOR WALLS x BLK'G.UNDER 5IM50N MSTA36 AT O 24"O.C.@ FLAT PORTION OF GIRDER RNouwR EgGn CORNER(4-TOTALL TRU55 NOT IN CONTACT WITH RODE NOTE NrttAP AROUND RAFT/TRU55 5HT'G(REFER TO TRU55 DRAVJING5) ONLY ONE NOTCH OR HOLE ALLOWED PER EACH 5TUD. -.0 AND F.G. (EXCLUDING TT INBRACE5). 171 TRUSS JACK TO GIRDER TRUSS g STUD NOTCHING AND BORING 9 FIREPLACE STACK TO ROOF 10 PLUMBING NOTCH AT SHEAR WALL NON - BEARING WALL CONNECTION 121 TOP PLATE/SILL NOTCHING &BORING GENERAL SPECIFICATIONS HVAC GENERAL NOTES DIFFUSER,REGISTER,AND GRILLE SCHEDULE MANUFACTURER& 1. EVERY DUCT AND PLENUM WHICH IS A PORTION OF THE COMFORT HEATING 1. ALL WORK SHALL CONFROM TO THE 2019 CALIFORNIA MECHANICAL CODE,UNIFORM 19. ANY MATERIAL,ARTICLE OR PIECE OF EQUIPMENT OTHER THAN THAT INDICATED TAG SYMBOL MODEL NECK SIZE POSITION CFM RANGE REMARKS AND/OR COOLING SYSTEM SHALL COMPLY WITH THE REQUIREMENTS OF THE 2016 BUILDING CODE,AND ALL OTHER APPLICABLE LOCAL CITY CODES AND REGULATIONS, SHALL NOT BE USED UNLESS APPROVED IN WRITING BY THE ENGINEER AND ANY CALIFORNIA MECHANICAL CODE.THE CONSTRUCTION,INSULATION AND SUPPORT INCLUDING CALIFORNIA ENERGY CONSERVATION STANDARDS CHANGES IN MECHANICAL,ELECTRICAL AND/OR OTHER SYSTEMS REQUIRED DUE TO 6"0 0-100 OF EVERY DUCT AND PLENUM SHALL COMPLY WITH LOCAL CODE. SUCH SUBSTITUTION SHALL BE THE RESPONSIBILITY OF THE HVAC CONTRACTOR;AND W I N S T O N EEERING I N C 2. THIS CONTRACTOR SHALL PAY FOR ALL PERMITS AND FEES AT NO ADDITIONAL COST TO THE OWNER 8"0 101-175 2. CONCEALED SPACES,CIRCULATION AIR NO COMBUSTIBLE MATERIAL(SUCH AS TITUS MCD A B C D EXPOSED COMMUNICATION CABLES,INSULATED WIRES,PLASTIC TUBING OR 3. CONTROL LOW VOLTAGE WIRING BY MECHANICAL CONTEACTOR AND CONDUIT BY 20. EXHAUST TERMINATION SHALL BE MINIMUM 10'-0"AWAY OR 3'-0"ABOVE FROM ANY (CFM) 12x12 (LAY-IN) 10"0 CEILING 176-350 PIPING,PIPE INSULATION,CONDENSATE PAN INSULATION,WOOD,PVC,ASS AND ELECTRICAL CONTRACTOR FRESH AIR INTAKE,OPENABLE WINDOWS,DOORS AND 10`0"MINIMUM ABOVE 2424 12110 351480 MAX.FLEX CONNECTION 5'LONG WITH MVD AT OTHER PLASTICS)TO BE IN CONCEALED SPACES USED TO CONVEY CIRCULATING GRADE. EACH BRANCH CONNECTION AIR SUPPLY.WHEN COMBUSTIBLE MATERIAL IS TO BE LOCATED IN THE ABOVE 4. CONDENSATE DRAIN PIPING AND FINAL CONNECTION TO UNIT BY PLUMBING 14"0 481-700 SPACES,IT SHALL BE APPROVED FOR SUCH INSULATION. CONTRACTOR 21. ACCURATE AS-BUILT DRAWINGS SHALL BE MADE DURING CONSTRUCTION AND SUBMITTED FOR APPROVAL UPON COMPLETION OF INSTALLATION. 6"0 0-200 1 2 3 4 5 6 7 8 3. INSULATION OF DUCTS: 5. REDWOOD SLEEPER OR PLATFORM FOR ROOF AND OR OUTDOOR ON-GRADE 8"0 201-325 EVERY CONDITIONED AIR SUPPLY AND PLENUM SHALL BE INSULATED WITH NO MOUNTED UNITS,DUCT PENETRATION,FACOTRY BUILT WALL OR STRUCTURE 22. EQUIPMENT APPROVAL AND INTERLOCK DIAGRAM SHALL BE SUBMITTED FOR A B C D LESS THAN 2"R-8 OF INSULATION VALUE. MOUNTED HVAC EQUIPMENT,CUTTING AND PATCHING BY GENERAL CONTRACTOR, APPROVAL PRIOR TO PURCHASE OF INSTALLATION. 23905 Clinton Keith Rd 4-381 (CFM) 12z12 10"0 326-425 ONLY APPROVED MATERIALS SHALL BE USED WITHIN DUCTS OR PLENUMS FOR UNLESS OTHERWISE NOTED ON PLAN. 2424 INSULATING,SOUND DEADENING OR OTHER PURPOSES. 23. THE CONTRACTOR SHALL VISIT SITE PRIOR TO BIDDING TO VERIFY LOCATIONS AND W ildomar,Ca 92595 12"0 426-625 EGGCRATE TYPE 6. CONNECT MAIN DUCT TO AIR CONIDTIONING UNIT WITH FLEXIBLE CONNECTION FOR SIZES OF ALL EXISTING EQUIPMENT AND INFORM THE ARCHITECT OF ANY 951-902-6600 TITUS PAR-AA(LAY- 14"0 626-725 INSULATION MAY BE OMITTED ON THAT PORTION OF A DUCT WHICH IS LOCATED VIBRATION AND SOUND ATTENUATION DISCREPANCIES. IN) CEILING WITHIN A WALL OR A FLOOR-CEILING SPACE WHERE BOTH SIDES AND THIS SPACE lnfo@WinstonEngineeringLLC.com 16"0 726-825 ARE EXPOSED TO CONDITIONED AIR AND WHERE THIS SPACE IS NOT VENTILATED 7. THERMOSTAT SHALL BE 24 VOLT,ONE STAGE HEATING AND ONE OR TWO STAGE 24. THE CONTRACTOR SHALL FURNISH ALL MATERIALS,LABOR,EQUIPMENT, WWW,W InStOnEn ineerin LLC.com OR OTHERWISE EXPOSED TO UNCONDITIONED AIR. COOLING WITH MATCHING SUBBASE AND TAMPER PROOF COVER TRANSPORTATION AND SERVICES NECESSARY FOR COMPLETION OF THE WORK.ALL 9 9 (CFM) z 18z18 826-1350 MATERIALS AND WORK SHALL COMPLY WITH APPLICABLE CODES AND GOVERNING 12x12 22x22 1351-2000 4. SEALING: 8. PROVIDE FILTER FOR AID CONDITIONING AND/OR AIR SIDE UNITS AS REQUIRED PER REGULATIONS AND MEET THE APPROVAL OF THE LOCAL JURISDICTION. 24x24 TRANSVERSE SUPPLY DUCTS,TAPED OR SEALED WITH MASTIC EXCEPT FOR ASHRAE AND CODE 22z46 2001-4000 DUCTS EXPOSED TO CONDITIONED SPACE,WHERE DUCT STATIC PRESSURE 25. TAKE ALL PRECAUTIONS NECESSARY TO PROTECT THE MATERIALS BEFORE, EXCEEDS 3/4"WATER,LONGTITUDINAL JOINTS,TAPED OR SEALED WITH MASTIC. 9. THESE DRAWINGS ARE DIAGRAMMATIC.THE CONTRACTOR SHALL BE RESPONSIBLE DURING AND AFTER INSTALLATION.IN THE EVENT OF DAMAGE,IMMEDIATELY 6z6 0-75 1 2 3 4 5 6 7 8 FOR COORDINATING HIS WORK WITH ALL OTHER TRADES,.THIS INCLUDES REPAIR ALL DAMAGED AND DEFECTIVE WORK TO THE APPROVAL OF THE ARCHITECT ROFESS�^ 8z8 76-150 5. INSPECTION: COORDINATING THE LOCATION AND SIZE OF ALL OPENINGS,LOCATIONS OF AT NO ADDITIONAL COST TO THE OWNER. Q , A B C INSPECTION TO BE MADE AND DUCTWORK APPROVED BEFORE COVERING WITH EQUIPMENT PADS AND CHANGES OF ELECATIONS OF DUCTWORK,AIR DISTRIBUTION (�O �.n •-may" (CFM) 12x12 10z10 151-256 IINSULATION. LOCATIONS,PIPING,AND OTHER EQUIPMENT. 26. ACOMPLETE PPROVED SHOP ORDRAWINGS TO ANDNG EQUIPMENTND SUBMITTAL TION OF ANY SHALL E SUBMITTED AND Q` Get jW& `�y 24x24 12x12 251-350 6. TEMPERATURE CONTROLS: 10. THE CONTRACTOR SHALL SUBMIT BID BASED ON THE DRWAINGS AND ALTERNATE G� TITUS 50F 14x14 351-475 EACH HVAC SYSTEM SHALL BE PROVIDED WITH AT LEAST ONE AUTOMATIC FOR COST SAVING.THESE DRAWINGS ARE FOR BIDDING PURPOSES 27. FOUR SETS OF OPERATING AND MAINTENANCE MANUALS SHALL BE SUBMITTED C7 Z CEILING TEMPERATURE CONTROL DEVICE FOR THE REGULATION OF TEMPERATURE THESE UPON COMPLETION OF PROJECT. W rn (GYPBOARD/ LL, 16x16 476-650 HAROLD) AUTOMATIC TEMPERATURE CONTROL DEVICES SHALL BE CAPABLE OF BEING SET 11. COORDINAE THE LOCATION OF ALL CEILING DIFFUSERS,REGISTERS,AND GRILLES 1 Bz18 651-850 TO MAINTAIN SPACE TEMPERATURE SET POINTS FROM 55 DEGREES F TO 85 WITH THE ARCHITECTURAL REFLECTED CEILING PLAN,ELECTRICAL LIGHTING LAYOUT, 28. EQUIPMENT WARRANTIES,FURNISH A WRITTEN GUARANTEE AGAINST DEFECTS IN DEGREES F,SHALL BE CAPABLE OF OPERATING THE SYSTEM HEATING AND/OR AND ARCHITECTURAL ROOM ELEATIONS MATERIALS AND WORKMANSHIP FOR ONE YEAR.GUARANTEE SHALL INCLUDE >k 20x20 851-1025 COOLING IN SEQUENCE.EXCEPT AS ALLOWED,THESE CONTROLS SHALL BE REPAIR OF DAMAGE TO,OR REPLACEMENT OF,ANY PART OF EQUIPMENT OR AD 22x22 1026-1275 AND FULL COOL CONTROLS SHALL HAVE THE CAPABILITY OF TERMINATING BE SPACED AT NO MORE THAN 7'-0"ON CENTERS AN SHALL BE SECURED TO BLII PROVIDE A DEAD NG. B OF 5 DEGREES F AND HEATING 12 OIAD SHALL PREMISES CAUSED BY EQUIPMENT PROVIDED. .y CHAVAX X. (CFM) 24x24 1276-1600 ALL HEATING AT A TEMPERATURE NO MORE THAN 70 DEGREES F AND OF STRUCTURAL MEMBER.EXPOSED DUCTWORK ON ROOF SHALL BE SECURED TO 29. DUCTWORK SHALL BE INSULATED OR LINED AS NOTED ON DRAWINGS.(WHERE lF�F CA��FpQ� 12,12 TERMINATING ALL COOLING AT A TEMPERATURE NOT LESS THAN 78 DEGREES F. STRUCTURAL MEMBER.EXPOSED DUCTWORK ON ROOF SHALL BE SUPPORTED BY APPLICABLE,ALL DUCTWORK EXPOSED ON ROOF SHALL BE INTERNALLY LINED 24x24 28z28 1601-2500 GALVANIZED STEEL ANGLE&SHALL BE PER LOCAL CODE,AND SMACNA STANDARDS UNLESS OTHERWISE INDICATED OR SPECIFIED).ALL DUCT SIZES ARE SHEET METAL SIZES.ALL DUCT JOINTS SHALL BE SEALED PER SPECIFICATIONS. 30x30 2501-2900 13. ROUND AND RECTANGULAR DUCTWORK ARE INTERCHANGEABLE IF CROSS SECTION 32x32 2901-3375 AREAS ARE EQUIVALENT WITH PRESSURE RATINGS.CONTRACTOR SHALL VERIFY 30. ALL EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE EQUIPMENT THE EXACT CEILING SPACES AND PROVIDE OR FABRICATE EQUIPVALENT DUCTWORK MANUFACTURER'S RECOMMENDATIONS.PROVIDE ALL FITTINGS,TRANSITIONS, PROJECT NAME: 34x34 3376-3825 FIRE DAMPER NOTES SIZED FOR PROPER FIT INTERCHAGE WITHOUT ANY ADDITIONAL FEE CHARGE. DAMPERS,VALVES AND OTHER DEVICES REQUIRED FOR A COMPLETE WORKABLE INSTALLATION. 14. INSTALL VOLUME CONTROL DAMPERS AT EACH SUPPLY DIFFUSER TO AFFORD A. MODEL NUMBERS ARE TITUS UNLESS OTHERWISE NOTED ALL FIRE AND SMOKE DAMPERS ARE TO BE INSTALLED ACCORDANCE WITH THE COMPLETE CONTROL OF THE AIR FLOW IN THE VARIOUS DUCT SYSTEMS.INSTALL 31. AUTOMATIC FIRE DAMPER REQUIREMENTS ARE AS FOLLOWS: B. PROVIDE 24x24 MODULES FOR ALL DIFFUSERS LAYED IN CEILING,UNLESS OTHERWISE NOTED. MANUFACTURER'S LISTING AND INSTALLATION INSTRUCTIONS. IONS.FIRE DAMPERS SHALL BE SPUTTER DAMPER AT DUCT TAKEOFFS AND DAMPER AS REQUIRED. A) PROVIDE AUTOMATIC FIRE DAMPERS AT ALL C. FRAME ALL AIR DEVICDES FOR APPROPRIATE CEILING TYPE DYNAMIC TYPE.(CBC 716.3.1,716.2) PENETRATIONS OF FIRE-RATED CEILINGS AND WALLS D. PROVIDE ALUMINUM FRAME FOR HARD CEILINGS IN TOILETS,JANITOR'S CLOSET AND LOCK-UP ROOM. 15. COORDINATE ENTIRE INSTALLATION OF THE H.V.A.C.SYSTEM WITH THE WORK OF THROUGHOUT.CONTRACTOR SHALL COORDINATE WITH R I V E RA TOWING A. WHEN THE AUTOMATIC ACTIVATION OF S A SMOKE DAMPER OCCURS,THE HVAC ALL OTHER TRADES PRIOR TO ANY FABRICATION OR INSTALLATION.PROVIDE ALL FIRE-RATED CEILING AREAS AND WALLS AS INDICATED 1. FLEXIBLE DUCTS CONNECTING THE DIFFUSERS SAHLL BE FULL SIZE OF NECK DIAMETER. SYSTEM SERVING SUCH DAMPERS SHALL IMMEDIATLY SHUTDOWN(CMC 6068) FITTINGS,OFFSETS,AND TRANSITIONS AS REQUIRED FOR A COMPLETE ON ARCHITECTURAL DRAWINGS.THIS NOTE SHALL LAKE E LS I N O RE . 2. MAXIMUM NOISE CRITERION RATING<30 DBA WORKABLE INSTALLATION. TAKE PRECEDENCE OVER ANY OMISSIONS ON THE 3. DIFFUSERS SHALL BE 4-WAY BLOW UNLESS OTHERWISE INDICATED ON PLANS. B. FIRE AND SMOKE DAMPER SHALL BE LISTED AND BEAR THE LABEL OF AN DRAWINGS.SEE SPECIFICATIONS. 4. MOUNTING FRAME TYPE SHALL BE COORDINATED WITH CEILING CONSTRUCTION TYPE,COORDINATE WITH ARCHITECT 16. PROVIDE BACK-DRAFT DAMPER FOR ALL EXHAUST AIR DUCT UNLESS OTHERWISE B) LOCATION OF FIRE-RATED CEILINGS AND WALLS ARE AS INDICATED ON 5. DIFFUSERS SHALL BE 4-WAY BLOW UNLESS OTHERWISE INDICATED ON PLANS. APPROVED TESTING AGENCY NOTED PER CODE. THE ARCHITECTURAL DRAWINGS. 6. NECK DIAMETER SHALL BE PER MANUFACTURER C. FIRE DAMPERS SHALL COMPLY WITH THE REQUIREMENTS OF UL 555.ONLY FIRE 7. DEVICE SHALL BE PAINTED BY PAINTING CONTRACTOR TO MATCH ADJACENT CEILING SURFACES PER ARCHIETECTURAL 17. CONTRACTOR SHALL SUBMIT A COMPLETE BALANCE REPORT FOR APPROVAL. 32. ALL HVAC EQUIPMENT AND APPLIANCES SHALL BE CERTIFIED BY THE STATE OF SPECIFICATIONS. DAMPERS LABELED FOR USE IN DYNAMIC SYSTEMS SHALL BE INSTALLED IN SYSTEMS AIR BALANCE SHALL BE PERFORMED BY AN INDEPENDENT AIR BALANCE CALIFORNIA ENERGY COMMISSION,SHALL MEET AND COMPLY WITH STATE AND OR HEATING,VENTILLATION,AND AIR-CONDITIONING SYSTEMS DESIGNED TO 8. WITH DIRECTIONAL BLADES. CONSULTANT.A CERTIFIED AABC OR NEBB.THE REPORT SHALL INCLUDE THE LOCAL ENERGY EFFICIENCY STANDARDS(E.E.S). 9. PROVIDE SUBMITTAL FOR ARCHITECTS/ENGINEER REVIEW AND APPROVAL THE WITH FANS ON DURING A FIRE.SMOKE DAMPERS SHALL COMPLY WITH FOLLOWING: THE REQUIREMENTS OF UL 555S.COMBINATION FIRE AND SMOKE DAMPERS SHALL A) AIR QUANTITIES AT EACH REGISTER. 33. HVAC CONTROL SYSTEMS SHALL MEET ALL THE REQUIREMENT OF ENERGY COMPLY WITH THEBITH E UI AND UL OF CEILING RADIATION DAMPERS SHALL B) STATIC PRESSURE READINGS AT INLET AND DISCHARGE EFFICIENCY STANDARDS(E.E.S),SHALL BE TESTED TO ENSURE THAT CONTROL COMPLY WITH THE REQUIREMENTS OF UL 555C.(CBC 716.3.1) OF EACH AIR HANDLING SYSTEM AND AT INLET DEVICES,COMPONENTS,EQUIPMENT AND SYSTEMS ARE CALIBRATED,ADJUSTED AND OF EACH EXHAUST AIR SYSTEM. OPERATE IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS.SEQUENCES PROJECT ADDRESS: SYMBOLS AND ABBREVIATIONS D. FIRE DAMPERS SHALL HAVE A MINIMUM DAMPER RATING OF 1.5 HOURS WHEN C) COOLING AND HEATING SUPPLY AND RETURN AIR OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THEY OPERATE IN FOR DAMPERS INSTALLED IN WALLS INSTALLED IN LESS THAN 3-HOUR FIRE-RESISTANCE RATED ASSEMBLIES.RATINGS TEMPERATURES AT EACH AIR CONDITIONING UNIT. ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS.A COMPLETE SA ® SUPPLY AIR PLENUM CROSS SECTION MINIMUM FIRE RATING OF 3 HOURS.(BCTD6 3 2)HOURS OR MORE SHALL HAVE A REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND FILED WITH 1 146 W. FLINT ST., 18. ALL LINED DUCT DIMENSIONS ARE NET CLEAR DIMENSION AFTER LINING HAS BEEN THE OWNER. E. FIRE AND SMOKE DAMPERS SHALL BE PROVIDED WITH AN APPROVED MEANS OF INSTALLED. LAKE ELSINORE, RA ® RETURN AIR PLENUM CROSS SECTION ACCESS,WHICH IS LARGE ENOUGH TO PERMIT INSPECTION AND MAINTENANCE OF THE DAMPER AND ITS OPERATING PARTS.THE ACCESS OPENING SHALL NOT CA 92530 ® SUPPLY DIFFUSER,CEILING W/4-WAY SAD REDUCE THE FIRE RESISTANCE RATING OF THE ASSEMBLY.FIRE AND SMOKE DAMPER ACCESS POINTS SHALL BE PERMANENTLY IDENTIFIED ON THE EXTERIOR RAG 171 RETURN AIR GRILLE/REGISTER,CEILING HAVING LETTERS NOT LESS THAN 1/2"HIGH READING"FIRE DAMPER"OR DRAWING SCHEDULE "FIRE/SMOKE DAMPER"(CBC 716.4) EAG ® EXHAUST AIR GRILLE/REGISTER,CEILING M0.1 MECHANICAL NOTES SWS SIDE WALL SUPPLY REGISTER M1.0 MECHANICAL FLOOR PLAN M2.0 MECHANICALSPECIFICATIONS PROJECT#: 396-1 SWR SIDE WALL RETURN GRILLE M2.1 MECHANICAL SPECIFICATIONS REVISION SCHEDULE CD CD CONDENSATE DRAIN ISSUE DATE PROGRESS SET CFM (CFM) CUBIC FEET PER MINUTE FD ^ FIRE DAMPER FLA FULL LOAD AMPERES MCA MAX.CIRCUIT AMPACITY MOCP MAX.OVERCURRENT PROTECTION DEVICE RLA RATED LOAD AMPERES HP HORSEPOWER OSA OUTSIDE SUPPLY AIR TYP (TYP) TYPICAL DETAIL CALLOUT UTR UP THRU ROOF U/C UNDERCUT DOOR 1" AFF/BFF ABOVE FINISHED FLOOR/BELOW FINISHED FLOOR DB,EAT,LAT DRY BULB,ENTERING AIR TEMP.,LEAVING AIR TEMP. mom 1 BTU,MBH BRITISH THERMAL UNIT,THOUSAND BTU/HR EER,SEER ENERGY EFFICIENCY RATING,SEASONAL ENERGY EFF. RATING HSPF HEATING SEASONAL PERFORMANCE FACTOR MECHANICAL NOTES AND LEGENDS APPROVAL KW KILOWATT Riversitle County Fire oepamen dl O office of the Fire Marshal T THERMOSTAT BY: FSSKEVINSHIN Copy Protection SD SMOKE DETECTOR raw an 10/26/2021 These dings pe The approval of plensand specifications doss not rmXtM1e angements repre I the KEF KITCHEN EXHAUST FAN ��oanoa,aeienon omissmn or rauiry h-lation or any engineer.Nopad shall be @1d�CZ9fdCeb€4 FY{lRVk3N ed in requirements or Title 24 or any LowlOminances.Construction c nnection$ �j 'ect otheL r�j1yE �ci6c project MUA MAKE UP AIR ahA remain auaaaima add e,paaee rar hapenma pamoaaa for wnich to �tef_tne until approved by the Firs Oepanmsnt. engineer.Vi ®n ,f@p$8r$,�e51da,9/{ykiricagons shall constitute evidence o acceptance o f ese.- tons, Submiftal of documents to publichall not be considered is waiver of Engineer. NOTES: 0 ACOUSTICAL FLEX.DUCT 5'-0"MAX. ®DIFFUSER,SEE PLANS FOR TYPE LENGTH MANUAL VOLUME DAMPER WITH 5Q1-1/2"WIDE SHEET METAL STRAP WINSTON E EERING INC 0 LOCKING QUADRANT AT BRANCH TAKE ©SECURE WIRE TO STRUCTURE ABOVE OFF Q INSULATED PRE-FAB,SPIRAL ROUND Q CEILING DUCT.REFER TO FLOOR PLANS FOR TERMINATE CD AT PTRAP SIZES :01OF LAVATORY g T TOP TOP OF MECHANICAL NOTE: THERMOSTAT THERMOSTAT 2 24„MAX PROVIDE A 50"X36"ACCESS PANEL BELOW THE FAN COIL UNIT.COORDIANATE EXACT 1 LOCATION WITH ARCHITEC,PAINT TO 23905 Clinton Keith Rd 114-381 MATCH CEILING COLOR. 314"CD(2T) Wildomar,Ca 92595 ® < M 951-902-6600 EXHAUST FAN TERMINATION 6"0 WALL JACK FOR lnfo@WinstonEngineeringLLC.com H 5 FINISHED FINISHED T NCT. www.WinstonEngineeringLLC.com FLOOR FLOOR ATER OVER MOUNT HEIGHT U HEATER 3 OBSTRUCTION U/C 4 U/C _ A oQRaEEss�pti IHP-1 U/C , 7 EF-2 DA EF-1 --- U/C C1 ' 2 M1 CEILING DIFFUSER 3 M2 THERMOSTAT MOUNTING OFFICE R'�40CFM OFFI E `_ U. 35561 O o NTS NTS WW X 5/8"INSULATED REFRIGERATION LINES FROM u� -HP-1 TO FC-,1 � � � � �� FC-1 0 40 CFM C AN 5STR CT ALL THREAD SECURED TO 660 CFm - STRU IA.ALL ROVE. SEE MUCTOD �135CFMFQf CAl�FO STRUCTURE J 0 ROUND RIGID DUCT SPIRAL SEAM 1"DEFL.SPRING VIB. B"OSA DUCT �140 CFM ( ) ISO,(TYR 4) _ 8"0 GENERAL NOTE: SIDE RETURN UTR GRILLE(LEFT O _ 1. INSTALL OSA PER MANUFACTURER RIGHT) PRO VIDE SEISMIC a e \ 11/2"WIDE,16 GA. RECOMMENDATIONS.SIZE DUCT AS RESTRAINT SUPPORT STRAP WITH 6'-0" INDICATED ON PLANS v PROJECT NAME: MAX.SPACING,WITH aREF LINE �_ 8" WASHERS AND LOCK NUTS. 14"x12" b REF LINE SINK SUPPORT WIRE SECURED TO STRUCTURE ABOVE. SEE FLOOR PLAN - EXACT DISCHARGE (BACK QRSIDE)AND - A 3•D / RIVERA TOWING ROUND RIGID DUCT DUCT SIZE(LOGITUDINAL SEAM) 1d HANGERRODgLAKE ELSINORE ELECTRICAL THRFADETYP D( .4) FFICE FLEX CONN. CONDEN:T7 OUTLETS T 1"WIDE,18 GA.SUPPORT P-TRAP,VENTED TO J ep STRAP WITH 5'-0"MAX. NOTES: CEILING SPACE ��' 00 BREAK SPACING. WOODSTRUCTURE 19 1('WATER-TIGHT GALVANIZED SHEET METALSECONDARV �210 CFM_F F DRAIN PAN,SLOPE FROM DUCT TOWARDS DRAIN OUTLET 1 SUPPORT WIRE SECURED --- 8"o 2O PRIMARY CONDENSATE DRAIN,P-TRAP VENTED TO ATTIC SPACE, TO STRUCTURE ABOVE. TO LAV TAIL PIECE.SEE PLUMBING PLAN EXACTTERMINATION HER I DISCHARGE. 2 THREADED 115 CFM �100 CFM CW FLEXIBLE DUCT,5'-0" TO DRIP RY MOVE AUKWA FOR IMMEDIATE BOTTOM OF PAN MAXIMUM LENGTH TO DRIP ABOVE WALKWAY FOR IMMEDIATE NOTICE. � O O SHOWN HERE TO EXACT CONSTRUSCHEMATICNDETAOMPACT 1O ATTACHED CONNECTOR _1 2"WIDE SUPPORT STRAP DETAIL,REFER TO EXACT AL AND DETAIL ATTACHED TO TOP CHORD OF PROJECT ADDRESS: WITH 3'-0"MAX.SPACING. PROVIDED AT THE UNIT PURCHASE. WOOD TRUSS SQ PROVIDE CONDENSATE PUMP IF NESSARV FOR POSITIVE O HANG FROM TOP OIPE LARGER O S S ONLTHAN Y AT DRAINAGE. PANEL POINT /� SECTIONS SIDEVIEWS ©PROVIDE ACCESS DOOR FOR HARD CEILINGS. 46 W. FLINT ST., PATIO LAKE ELSINORE, n M3 ROUND DUCT SUPPORT n M10 FAN COIL MOUNTING CA 92530 NTS NTS PROJECT#: 396-1 BACK DRAFT DAMPER CLEARANCES U MACH FLOOR PLAN fL SHEET METAL COUNTER FAN COIL 1/4"=1'-O" REVISION SCHEDULE BIRD SCREEN FLASHING SPOT WELDED ISSUE DATE ROOFING BY OTHERS TO ROOF JACK 36• I 6" PROGRESS SET - II (^) `\ CONDENSING EXHAUST DUCT— `CEILING SPACE 36" UNIT SEE SCHEDULE SEE PLAN FOR LIQUID AND SUCTION ROUTING AND LINES SEE PLAN FOR NEOPRENE ISOLATOR SIZING ROUTING AND SIZING PADS (INSULATE SUCTION LINE) SHEET METAL CAP APPROVAL EF PIPING DN. / Riverside County Fire Department 2 6'MIN.HIGH PLATFORM Office of the Fire Marshal BY FSS KEVIN SHIN 10/26/2021 CEILING e approval.plans antl apeaifl Ity i does not permit the ATTACH UNIT TO PLATFORM h"iolation,Gelation,omisaion or faulty inatallation of any FRAMINGWI 1 Q'�x2-1/' 1h.11 in of TiGabi orany Local h,,i pat pu" sss shall remain accessible and th,F.tl for inspection puryoses TAG BOLT(r�12"O.C. until approvetl by the Fire DepaNnent. 6 M13 CEILING EXHAUST FAN n M11 HEAT PUMP UNIT EXHASUT FAN SCHEDULE NTS ( NTS MOTOR DATA WEIGHT UNIT MANUFACTURER& LOCATION AREA SERVED CFM ESP (LBS) REMARKS 1 00 MODEL W V PH EF-1 GREENHECK CEILING RESTROOMS 45 0.5 27 115 1 10 LIGHT SWITCH ACTIVATE,BOO,6"0 WALL JACK TERMINATION SP-L80 EF-2 GREENHECK CEILING RESTROOMS 115 0.5 11 115 1 10 LIGHT SWITCH ACTIVATE,BOO,6"0 WALL JACK TERMINATION SP-AP0511 W MECHANICAL FLOOR PLANS FAN COIL SPLIT SYSTEM SCHEDULE HEAT PUMP Copy Protection MANUFACTURER EXT. WEIGHT MANUFACTURER COOLING CAP.(MBH) HEATING CAP.(MBH) SEER HSPF EDB/ AMB NAMEPLATE WEIGHT REMARKS xnene drawings an4'Sllgyiycey{nagqj4eas��¢o UNIT &MODEL LOCATION TYPE CFM ESP OSAAV/PH/A (LBS) UNIT g MODEL LOCATION TYPE SERVICE EER COP EWB °F (LBS) es, repns k��JJ FFddlffll��mm hi of the SENS. TOTAL MBH TEMP MCA/MOCP RLA V/PH engineer.No part shall be&0N9[yq¢@s@K0811ID 'used In nection w' t othetr�j11e �cific projectFC-1 CARRIER SEE DUCTED 780 0.5 60 90 HP-1 CARRIER ROOF ROTARY FC-1 20 24 24 47°F 20.5 12.5 80/67 85 25/35 - 24011 145.5 PROGRAMMABLE T-STAT,MERV 13 FILTER, eor which the �heHhe FC-1 POWERED BY HP-1 gineer.vis Olt ,kIp8r�t�6s1da,91{ykificadons 40MBDQ24-3 PLANS 38MAQB24RAA3 INVERTER 12.5 3.82 shall constitute evidence o acceptance o t ese restrl Ions Submittal of documents to public�9yg_ghall not be considered wawar .of Engineer. 15000 HEATING,VENTILATION,AND AIR CONDITIONING GENERAL 15000 HEATING,VENTILATION,AND AIR CONDITIONING GENERAL 15005 OPERATION AND MAINTENANCE MANUALS PART 1-GENERAL PART 3-EXECUTION PART 2-PRODUCTS 1.01 DESCRIPTION 3.01 INSTALLATION AND WORKMANSHIP A. SECTIONS 15000 THRU 15899 PERTAIN TO HEATING VENTILATING AND AIR CONDITIONING A. THE WORK SHALL BE PERFORMED BY QUALIFIED MECHANICS AND ALL MATERIALS, 2.01 MANUAL CONTENTS W I N STO N ENGINEERING I N C WORK.THIS SECTION APPLIES TO AND GOVERNS ALL HVAC SECTIONS. APPARATUS AND EQUIPMENT SHALL BE INSTALLED IN NEAT,WORKMANLIKE MANNER.ANY A. TITLE SHEET WITH JOB NAME,AND THE NAMES,ADDRESSES AND PHONE NUMBERS OF THE B. REFER TO OTHER DIVISIONS FOR CONTINUATION OF EXTERIOR AND ALLIED WORK. MATERIAL,APPARATUS OR EQUIPMENT WHICH,IN THE OPINION OF THE ARCHITECT- CONTRACTOR,SUBCONTRACTOR,CONTROL SUBCONTRACTOR,RELATED CONTRACTORS C. FIELD PAINTING IS SPECIFIED IN DIVISION 9. ENGINEER,IS IMPROPERLY INSTALLED SHALL BE REMOVED AND REINSTALLED IN AN AND MATERIAL AND EQUIPMENT SUPPLIERS. APPROVED MANNER AT NO ADDITIONAL COST TO THE OWNER. B. TABLE OF CONTENTS 1.02 PERMITS,FEES,CODES,ORDINANCES,AND REGULATIONS B. THE WORK SHALL BE COORDINATED WITH THE WORK OF OTHER TRADES.WHERE THE C. A COPY OF ACKNOWLEDGMENT OF INSTRUCTION TO THE OWNERS OPERATING PERSONNEL A. OBTAIN AND PAY FOR ALL PERMITS,INSPECTIONS AND CONNECTION FEES REQUIRED WORK IS DEPENDENT UPON WORK OF OTHER TRADES OR WORK ALREADY IN PLACE,SUCH IN THE OPERATION OF ALL MECHANICAL EQUIPMENT AND SYSTEMS,SIGNED BY THE BY GOVERNING BODIES IN CONNECTION WITH THE WORK.DELIVER CERTIFICATES OF OTHER WORK AND WORK PLACE SHALL BE EXAMINED AND SHALL BE IN PROPER CONDITION OWNER OF HIS AUTHORIZED REPRESENTATIVE. INSPECTION TO THE ARCHITECT-ENGINEER. AND STATE OF COMPLETION BEFORE CONTINUING THE INSTALLATION D. TYPEWRITTEN OPERATING INSTRUCTIONS FOR THE OWNERS PERSONNEL DESCRIBING B. ALL WORK SHALL COMPLY WITH GOVERNING CODES,ORDINANCES,AND REGULATIONS OF C. THE INSTALLATION OF THE SYSTEM SHALL,IN GENERAL,BE IN ACCORDANCE WITH THE HOW TO STOP AND START EACH PIECE OF EQUIPMENT;HOW TO SET THE TEMPERATURE 23905 Clinton Keith Rd 114-381 CITY,COUNTY AND STATE HAVING JURISDICTION,AND THE NATIONAL ELECTRICAL DRAWINGS WITH REGARDS TO LOCATION OF EQUIPMENT,DUCTS,PIPES,AND THE LIKE. CONTROL SYSTEM FOR NORMAL OPERATION AND NORMAL RESTARTING PROCEDURES, Wildomar,Ca 92595 CODE,MECHANICAL CODE,AND REQUIREMENTS OF BOARD OF HEALTH. PIPING DUCTWORK INDICATED SHALL BE FOLLOWED AS ACCURATELY AS ACTUAL CAUTION AND WARNING NOTICES. 951-902-6600 CONSTRUCTION WILL PERMIT AND ANY DEVIATIONS THERE FROM SHALL BE CALLED TO THE E. APPROVED SHOP DRAWINGS,PRODUCT DATA AND PARTS AND MAINTENANCE BOOKLET @Winston EngineeringLLC.com 1.03 QUALITY ASSURANCE ATTENTION OF THE ARCHITECT-ENGINEER,CONTRACTOR SHALL FURNISH DRAWINGS FOR EACH ITEM OF MATERIAL AND EQUIPMENT FURNISHED UNDER DIVISION 15000 Info lnfo WinstonEn ineerin LLC.com A. INDUSTRY STANDARDS AND CODES:UNLESS MODIFIED BY THESE SPECIFICATIONS,THE SHOWING PROPOSED CHANGES. F. RECORD DRAWINGS OF ALL SYSTEMS INCLUDING ELECTRICAL AND CONTROL DIAGRAM 9 9 DESIGN,MANUFACTURE,TESTING AN METHOD OF INSTALLING ALL MATERIALS, G. TEST AND BALANCE REPORT APPARATUS AN EQUIPMENT SHALL CONFORM TO THE FOLLOWING: 3.02 EARTHWORK AND DEWATERING H. COPIES OF CERTIFICATION OF INSPECTION 1.ARI CODE FOR REFRIGERATION APPARATUS A. PERFORM IN ACCORDANCE WITH DIVISION 2. 1. GUARANTEES,INCLUDING EXTENDED GUARANTEES 2.ANSI B9.1 SAFETY CODE FOR MECHANICAL REFRIGERATION. 3.STANDARDS OF NATIONAL FIRE PROTECTION ASSOCIATION 3.03 CUTTING AND PATCHING PART 3-EXECUTION Q(�OFESS/D 4.SMACNA A. LAYOUT OPENINGS FOR CUTTING BY OTHER TRADES AS REQUIRED. A. DELIVER THE MANUALS TO THE OWNER PRIOR TO SUBMITTING APPLICATION FOR FINAL 5.ASHRAE B. CUTTING OF STEEL,CONCRETE OR ANY OTHER STRUCTURAL PART MUST BE APPROVED IN PAYMENT. ��Q` 4��jCA a CO YFy WRITING BY ARCHITECT-ENGINEER PRIOR TO CUTTING. y G` 1.04 SUBMITTALS 15305 DUCTWORK,LOW PRESSURE,GALVANIZED STEEL A. SHOP DRAWINGS:SUBMIT ON ALL MATERIALS,PRODUCTS,EQUIPMENT AND SYSTEMS 3.04 WATERPROOFING cc rrn AS SPECIFIED UNDER HVAC SECTION IN THIS DIVISION IN ACCORDANCE WITH THE GENERAL A. DO NOT CUT OR PENETRATE WATERPROOFED SURFACES,OR WATERPROOFING 35%1 C CONDITIONS. MEMBRANES,WITHOUT FIRST MAKING ARRANGEMENTS FOR REPAIR BY METHOD PART 1-GENERAL B. PRODUCT DATA:SUBMIT ON ALL MATERIALS,PRODUCTS,AND EQUIPMENT UNLESS APPROVED BY ARCHITECT-ENGINEER. * jj OTHERWISE SPECIFIED OR ACKNOWLEDGED IN WRITING. 1.01 QUALITY ASSURANCE �f r L.Hgµ`GP C. SAMPLES:BUILT WHEN SPECIFIED OR REQUESTED. 3.05 ELECTRICAL WORK A. DUCTS SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH"HVAC DUCT �/ D. TEST AND BALANCE REPORT:SUBMIT AT FINAL INSPECTION A. POWER WIRING FROM CONTROLLERS TO MOTORS IS SPECIFIED IN DIVISION 16.ING FROM CONSTRUCTION STANDARDS"PUBLISHED BY SHEET METAL AND AIR CONDITIONING FOF CALIF�Q� E. OPERATION AND MAINTENANCE MANUALS:SUBMIT COPIES IN COMPLIANCE WITH PANELS TO MOTOR CONTROLLERS CONTRACTORS NATIONAL ASSOCIATION,INC.(SMACNA) SECTION,OPERATIONS,AND MAINTENANCE MANUALS B. MOTOR STARTERS NOT SPECIFIED TO BE PROVIDED WITH THE MOTORS AT THE FACTORY ARE SPECIFIED IN DIVISION 16. 1.02 JOB CONDITIONS 1.05 JOB CONDITIONS C. SUBMIT WIRING DIAGRAMS OR APPROVAL AND PROVIDE APPROVED DIAGRAMS SO THAT A. INSPECT THE DRAWINGS AND VERIFY EXISTING CONDITIONS IN THE FIELD.REPORT PROJECT NAME: A. PROTECT MATERIALS,APPARATUS AND EQUIPMENT FROM DAMAGE,MOISTURE,DIRT, THE ELECTRICAL WORK MAY BE PROPERLY ACCOMPLISHED. CONFLICTS BEFORE STARTING FABRICATION DEBRIS,AND WORK OF OTHER TRADES. D. ELECTRICAL CONTROL WIRING FOR CONNECTION OF TEMPERATURE CONTROLLERS,PUSH B. USE OF PAPAER,CARDBOARD OR OTHER FLIMSY MATERIAL WILL NOT BE PERMITTED. BUTTONS,INTERLOCKS IN MOTOR CONTROLLERS,AND LIKE ITEMS SPECIFIED IN THE PART 2-PRODUCTS REPLACE DAMAGED PROTECTIVE MATERIALS IMMEDIATELY.DO NOT INSTALL CONTROL SECTIONS(S)IN THIS DIVISION.FURNISH ALL EQUIPMENT WITH COMPLETE DAMAGED MATERIAS AND EQUIPMENT;REMOVE FROM THE SITE. INTERNAL CONTROL WIRING. 2.01 DUCT MATERIAL E. ELECTRICAL WORK SPECIFIED IN THIS DIVISION SHALL CONFORM TO APPLICABLE A. WEIGHTS AND GAGES SHALL BE IN ACCORDANCE WITH TABLE 1 OF"HVAC DUCT RIVERA TOWING 1.06 RECORD DOCUMENTS PROVISIONS OF DIVISION 16.ALL CONTROL WIRING SHALL BE IN CONDUIT. CONSTRUCTION STANDARDS"PUBLISHED BY SMACNA.DUCT MATERIAL SHALL BE LAKE ELSI NORE A. REFER TO GENERAL CONDITIONS AND DIVISION 1 FOR REQUIREMENTS CONCERNING F. PROVIDE MOTORS CONFORMING TO CHARACTERISTICS SHOWN ON ELECTRICAL GALVANIZED STEEL. RECORD DOCUMENTS. DRAWINGS. B. FURNISH ARCHITECT-ENGINEER WITH ONE SET OF ACCURATELY MARKED BLUE-LINE 2.02 SPUTTERS COPIES OF THE DRAWINGS,INDICATING ALL CHANGES FROM THE CONTRACT DRAWINGS 3.06 SUPPORTS FOR PIPING AND EQUIPMENT A. SPUTTERS SHALL BE 18 GAGE GALVANIZED STEEL WITH HORIZONTAL AND VERTICAL AND ALL HVAC WORK AND CONTROLS AS INSTALLED. A. SUPPORT FOR PIPING AND EQUIPMENT SHALL BE SUPPORTED FROM STRUCTURAL DIMENSIONS SUFFICIENT TO CLOSE OFF AIR TO BRANCH. MEMBERS AND NOT FROM METAL DECK AND SLAB ASSEMBLIES. B. PROVIDE VENTLOCK NO.607 END BEARINGS AND VENTLOCK NO.690 DAMPER ASSEMBLY 1.07 GUARANTEES AND SERVICE A. REFER TO GENERAL CONDITIONS FOR GUARANTEE. 3.07 ACCESS DOORS(ACCESS PANELS) 2.03 VOLUME DAMPERS B. WHERE EXTENDED GUARANTEES ARE CALLED FOR HEREIN,FURNISH THREE COPIES TO BE A. PROVIDE ACCESS REQUIRED FOR MAINTENANCE,ADJUSTMENT,REMOVAL AND REPAIR OF A. VOLUME DAMPERS SHALL BE18 GAGE STEEL;SINGLE BLADE UP TO 8"W',OPPOSED BLADE INSERTED IN OPERATION AND MAINTENANCE MANUALS VALVES,CONTROLS,DAMPERS,EQUIPMENT AND LIKE ITEMS FURNISHED HERE-UNDER. ON ALL DUCTS OVER 8"x8" PROJECT ADDRESS: C. ALL PREVENTATIVE MAINTENANCE AND NORMAL SERVICE WILL BE PREFORMED BY THE B. PROVIDE ACCESS DOORS CONFORMING TO REQUIREMENTS OF SECTION ACCESS DOORS B. PROVIDE VENTLOCK NO.607 END BEARINGS AND VENTLOCK NO.614 SELF LOCKING OWNERS MAINTENANCE PERSONNEL AFTER FINAL ACCEPTANCE OF THE WORK.THIS (ACCESS PANELS),IN DIVISION 8.PANELS SHALL BE LOCATED TO MAKE ALL ITEMS EASILY REGULATOR SHALL NOT ALTER THE CONTRACTORS GUARANTEE OF THE WORK IN ANY WAY. ACCESSIBLE. C. DAMPER RODS SHALL BE 1/2"SQUARE BARS WITH BLADES SECURELY RIVETED TO BAR 1146 W. FLINT ST., D. ALL LABELS SHALL BE SECURELY AFFIXED. LAKE ELSINORE, 3.08 CLEAN UP 2.04 TURNING VALVES PART 2-PRODUCTS A. REFER TO GENERAL CONDITIONS FOR CLEANING UP A. ALL SQUARE AND RECTANGULAR ELBOWS SHALL CONTAIN TITUS NO.AG-225 TURNING CA 92530 B. CLEAN ALL AMTERIALS AND EQUIPMENT OF DIRT,DUST,PAINT,SPOTS AND STAINS,SOIL VANES. 2.01 GENERAL MARKS AND OTHER FOREIGN MATTER A. ALL MATERIALS AND EQUIPMENT SHALL BE NEW SYSTEMS,SHALL BE PROVIDED COMPLETE, 2.05 HANGERS AND EACH SYSTEM AS NEW THEREOF FAIL TO MEET PERFORMANCE REQUIREMENTS, 3.09 FINAL INSPECTION A. IN ACCORDANCE WITH CAPTER IV OF SMACNA NECESSAR REPLACEMENTS,ALTERATIONS OR REPAIRS,AS REQUIRED BY THE ARCHITECT- A. NOTICE TO THE ARCHITECT-ENGINEER THAT THE WORK IS READY FOR FINAL INSPECTION. ENGINEER,SHALL BE MADE TO BRING PERFORMANCE UP TO SPECIFIED REQUIREMENTS OF THE CONTRACTOR SHALL: 2.06 FLEXIBLE CONNECTIONS PROJECT#: 396-1 BUILDING. 1.SUBMIT TEST AND BALANCE REPORT AND COMPLETE REQUIREMENTS AS A. FLEXIBLE CONNECTIONS SHALL BE PROVIDED FOR EACH AIR HANDLING DEVICE TO B. WHERE MULTIPLE ITEMS OF EQUIPMENT OF MATERIALS ARE REQUIRED,THEY SHALL BE NOTED PREVENT TRANSMISSION OF VIBRATIONS. THE PRODUCT OF A SINGLE MANUFACTURER 2.SUBMIT LETTER FROM CONTROL MANUFACTURER CERTIFYING THAT B. MAKE FLEXIBLE CONNECTION A MINIMUM OF 4 INCHES WIDE OF VENTGLASS AS MADE BY REVISION SCHEDULE C. BEFORE ORDERING ANY EQUIPMENT,THE SIZE OF ALL EQUIPMENT SHALL BE CHECKED TO CONTROLS HAVE BEEN CHECKED FOR OPERATION AND CALIBRATION,AND VENTFABRICS,INC. ISSUE DATE EASILY FIT SPACES ALLOTTED ON THE DRAWINGS. THAT SYSTEM IS OPERATING AS INTENDED. C. BRAIDED COPPER BRIDGE STRAP FOR INSTALLATION ACROSS FLEXIBLE CONNECTIONS PROGRESS SET D. INSERTS PIPE SLEEVES,SUPPORTS AND ANCHORAGE OF AIR CONDITIONING EQUIPMENT B. CONTRACTOR SHALL FURNISH NECESSARY MECHANICS TO OPERATE SYSTEM,MAKE SHALL BE THOMPSON LIGHTING PROTECTION,INC NO.288 SHALL BE PROVIDED IS SPECIFIED HEREIN,WHERE SUCH ITEMS ARE TO SET OR EMBEDDED NECESSARY ADJUSTMENTS AND ASSIST WITH FINAL INSPECTION IN CONCRETE MASONRY OR SIMILAR WORK,THE ITEMS SHALL BE FURNISHED AND LAYOUT PART 3 EXECUTION MADE AT THE PROPER TIME FOR THE SETTING OR EMBEDMENT THEREOF SO AS TO CAUSE 3.10 NO DELAY IN THE WORK. A. THE CONTRACTOR SHALL INCLUDE THE COST OF THE SERVICES OF QUALIFIES 3.01 INSTALATION E. WHOLE AND IN ALL ITS PARTS SHALL FUNCTION CORRECTLY UP TO THE SPECIFIED INSTRUCTOR(S)TO INSTRUCT THE OWNER'S OPERATING PERSONNEL IN THE OPERATION, A. GENERAL:SPLIT,DIVIDE OR TURN DUCTS AS NECESSARY TO AVOID OBSTRUCTIONS AND,IN CAPACITY.SHOULD A SYSTEM OR ANY PART PIPING ASSEMBLIES OF EQUIPMENT SHOWN ADJUSTMENT,CARE AND MAINTENANCE OF ALL HVAC EQUIPMENT AND SYSTEMS. SUCH CASES,PROVIDE AIR STREAM DEFLECTORS AND INCREASE SIZE OF DUCT TO AN ON THE DRAWINGS AS DIAGRAMMATIC.ALL PIPING AND APPURTENANCES REQUIRED FOR B. INSTRUCTION SHALL BE PERFORMED AT A TIME APPROVED BY THE OWNER AND AFTER ALL EQUIVALENT AREA THE PROPER OPERATION OF ALL EQUIPMENT SHALL BE PROVIDED. HVAC EQUIPMENT AND SYSTEMS ARE INSTALLED,COMPLETE,ADJUSTED AND OPERATING B. SPUTTERS:RIGIDLY ATTACH SPUTTERS TO PIVOT ROD AND OPERATING LINKAGE.SET TO SPECIFIED REQUIREMENTS.CONTRACTOR SHALL NOTIFY THE ARCHITECT-ENGINEER DAMPER ASSEMBLY ON RAISED INSULATED BASE ON INSULATED DUCTWORK. 2.02 MANUFACTURERS NAMES AND CATALOG NUMBERS WHEN INSTRUCTIONS WILL BE GIVEN. C. VOLUME DAMPERS:SUPPLY AND MAKE UP AIR DUCTWORK IN CONCEALED SPACES.SET A. SPECIFIED REFERENCES HAVE BEEN MADE TO ONE OR MORE MANUFACTURERS NAMES C. QUALIFICATIONS OF INSTRUCTORS SHALL BE SUBJECT TO APPROVAL OF THE OWNER AND REGULATOR ON RAISED BASE ON INSULATED DUCTWORK.MARK END OF DAMPER ROD TO AND MODEL OR CATALOG NUMBERS. EQUIPMENT MANUFACTURER. SHOW DAMPER POSITION B. THIS DOES NOT INDICATE THAT THE MATERIAL AND EQUIPMENT SPECIFIES IS NECESSARILY D. ADDITIONAL REQUIREMENTS CONCERNING OPERATION AND MAINTENANCE OF MECHANICAL D. FLEXIBLE CONNECTIONS:SECURE FLEXIBLE CONNECTIONS TO DUCT AND UNIT WITH AND"OFF THE SHELF"ITEM;REQUIREMENTS FOR SPECIFIC FINISHES,MATERIALS OR EQUIPMENT AND SYSTEMS MAY BE SPECIFIED IN OTHER SECTIONS. GALVANIZED STEEL STRAPS HOLDING THE MATERIAL IN FORMED GALVANIZED STEEL OTHER MODIFICATIONS MAY INTRODUCE VARIANCES FROM MANUFACTURERS STANDARDS. E. TWO COPIES OF ACKNOWLEDGMENT OF ALL REQUIRED INSTRUCTIONS TO OWNERS CHANNELS.INSTALL BRAIDED COPPER BRIDGES STAP ACROSS ALL FLEXIBLE CONTRACTOR SHALL ASCERTAIN THAT SUCH MODIFICATIONS ARE FULLY CONSIDERED. OPERATING PERSONNEL,SIGNED BY THE OWNER OR HIS AUTHORIZED REPRESENTATIVE, CONNECTIONS. SHALL BE SUBMITTED TO THE ARCHITECT-ENGINEER PRIOR TO SUBMITTING APPLICATION E. TEST PLUGS:PROVIDE SQUARE HEAD TYPE TEST PLUGS AS REQUIRED FOR INSERTION OF 2.03 DIAGRAM,NAMEPLATES,AND LABELS FOR FINAL PAYMENT.AN ADDITIONAL COPY OF THIS ACKNOWLEDGMENT IS REQUIRED IN TEST APPARATUS.PROVIDE A RING AND A REMOVABLE INSULATION PLUG WHERE DUCTS A. EACH MAJOR COMPONENT OF EQUIPMENT SHALL HAVE THE MANUFACTURERS NAME, EACH COPY OF OPERATION AND MAINTENANCE MANUALS REQUIRED IN THE SECTION, ARE INSULATED. ADDRESS AND CATALOG NUMBER ON A PLATE SECURELY AFFIXED IN A CONSPICUOUS OPERATION AND MAINTENANCE MANUALS. F. PAINTING:PAINT INTERIOR OF DUCTWORK FLAT BLACK WHERE VISIBLE THROUGH GRILLES PLACE.THE NAMEPLATE OF A DISTRIBUTING AGENT AGENT WILL NOT BE ACCEPTED. AND REGISTERS. B. ALL PIECES OF EQUIPMENT,VALVES,STARTERS,DISCONNECTS,AND ALL PNEUMATIC AND G. SEALING:DUCTWORK SHALL BE SEALED IN ACCORDANCE WITH TABLE 1-2 FOR"SEAL CLASS ELECTRICAL CONTROL INSTRUMENTS AND APPARATUS SHALL BE IDENTIFIED WITH 1/16" 15005 OPERATION AND MAINTENANCE MANUALS B„ M200 THICK BLACK LAMINATED PLASTIC NAMEPLATES,WITH 3/16"HIGH WHITE LAMINATED H. REMOVE ALL DUCTWORK FOUND TO VIBRATE,CHATTER OR PULSATE AND REPLACE LETTERS.SIMILAR AND LIKE EQUIPMENT SHALL BE DESIGNATED WITH NUMERICAL SUFFIX NEW DUCTWORK. APPROVAL (EXAMPLE:THERMOSTAT,T1).THE NAMEPLATE SHALL COINCIDE WITH ITEMS APPEARING PART 1-GENERAL RiveO�-of the Fire Ma shal ent ON'DIAGRAMS. 1.01 DESCRIPTION 15319 DUCTWORK,LOW PRESSURE,FLEXIBLE BY: FSS KEVIN SHIN C. PROVIDE A LABEL FOR THE MECHANICAL SYSTEM STATING:"INSTALLATION BY"(NAME, A. FURNISH THREE COPIES OF COMPLETE OPERATION AND MAINTENANCE MANUALS TO THE ADDRESS,AND PHONE NUMBER OF CONTRACTOR) ARCHITECT-ENGINEER FOR APPROVAL AND FOR THE OWNER,ON ALL EQUIPMENT AND 10/26/2021 D. LETTERS SHALL BE 1/4"HIGH AND LOCATED IN A CONSPICUOUS PLACE IN THE MECHANICAL SYSTEMS.THE MANUALS SHALL BE BOUND IN HARD BACK,THREE RING LOOSE LEAF 1.01 DESCRIPTION m<appm 1 Vplanaandap<awano,s it.not p< itth MECHANICAL SPECIFICATIONS ROOM. BINDERS olaiw.a<i<eoa.omi:i""",raw m ailanonor p� A. PROVIDE WHERE INDICATED ON THE DRAWINGS AND SPECIFIED HEREIN,FACTORY r;neiiramai a�asei arnaa.poaaeroTspac a'naa FABRICATED AND PREINSULATED FLEXIBLE DUCTS. Lmmmm=by lha Fire Dap-ant. Copy Protection 1.02 QUALITY ASSURANCE A. FLEXIBLE DUCTS INCLUDING INSULATION AND SEALANTS,SHALL CONFORM TO THE Thea.drawings an�s�yiy �hs���Q REQUIREMENTS OF NFPA 90A AND UL STANDARD 181 FOR CLASS 1 DUCTS. a^gem<na.epre h o tn< engineer.No part shall be 941190IN@s€d KOSI DNr used in B. PERFORMANCE DATA SHALL BE BASED ON TEST PERFORMED IN ACCORDANCE WITH AIR oonneotion a t oth,262,",ifio pr.jeol DIFFUSION COUNCIL FLEXIBLE AIR DUCT TEST CODE FD72. for wnioh ne �teF n engineer.Vie �,t�a a ars�,��a�,e�ekigeadene .hall rons[i[ute evidence o acceptance o[ese restr, , Subrninal of docurne.te to public�9yg-gha11 not be considered is wawer of Engineer. 15319 DUCTWORK,LOW PRESSURE,FLEXIBLE 15802 HVAC INSULATION GENERAL 15890 TESTING,ADJUSTING,AND BALANCING 1.03 SUBMITTALS PART 1-GENERAL 1.01 SPECIAL NOTICE A. SUBMIT SHOP DRAWINGS AND MANUFACTURERS PRODUCT DATA INCLUDE COMPLETE A. EACH CONTRACTOR SHALL READ ALL RELEVANT DOCUMENTS,BECOME FAMILIAR WITH THE ENGNIEERING AND TEST DATA AND CLEARLY INDICATE ALL CONSTRUCTION FEATURES AND 1.01 DESCRIPTION JOB,SCOPE OF WORK,TYPE OF GENERAL CONSTRUCTION AND THE ARCHITECTURAL, ACCESSORY ITEMS. A. THIS SECTION GOVERNS ALL HVAC INSULATION STRUCTURAL,MECHANICAL,AND ELECTRICAL DRAWINGS AND SPECIFICATIONS.EACH W I N STO N ENGINEERING I N C CONTRACTOR SHALL ALSO FAMILIARIZE HIMSELF WITH THE PURPOSE FOR WHICH THESE PART 2-PRODUCTS 1.02 SUBMITTALS DOCUMENTS HAVE BEEN PREPAREDD AND SHALL BECOME COGNIZANT OF ALL THE DETAILS A. SUBMIT PRODUCT DATA COVERING THERMAL,PERMIABILITY AND FIRE PERFORMANCE INVOLVED.EACH CONTRACTORS SHALL COORDINATE HIS WORK WITH THAT OF OTHERS. 2.01 LOW PRESSURE FLEXIBLE DUCTWORK CHARACTERISTICS OF ALL INSULATION MATERIAL,ADHESIVES AND FINISHES.DATA SHALL B. THE TERM"CONTRACTOR"USED IN THIS SECTION OF THE SPECIFICATION,IT SHALL MEAN A. LOW PRESSURE FLEXIBLE DUCTWORK SHALL CONSIST FO COROSION RESISTANT SPRING BE CLEARLY MARKED TO HOW INTENDED USE,THICKNESS,FINISHES,ADHESIVES AND THE CONTRACTOR WHOSE WORK IS COVERED BY THIS SECTION STEEL HELIX BONDEDE TO A GLASS REINFORCED NEOPRENE SLEEVE INSULATED WITH A APPLICATION TECHNIQUES. C. WHEN THE TERM"ENGINEER"IS USED IN THIS SECTION OF THE SPECIFICATION,IT SHALL MINIMUM OF 1"THICK.1LB DENSITY FIBERGLASS INSULATION WHICH IN TURN COVERED MEAN THE CONSULTING MECHANICAL ENGINEER WITH AN OUTER VAPOR BARRIER OF FIBER REINFORCED FOIL SCRIM-KRAFT LAMINATE. PART 2-EXECUTION B. INSULATION SHALL HAVE A TERMINAL CONDUCTIVITY(K)NO GREATER THAN 0.25 AT 75 1.02 START UP TEXT AND ADJUSTMENT 23905 Clinton Keith Rd 114-381 DEGREES F. 2.01 INSTALLATION A. THE PURPOSE OF STARTUP,TESTING AND ADJUSTING THIS EQUIPMENT IS TO OUT IT INTO Wildomar,Ca 92595 C. DUCT FOR LOW VELOCITY SYSTEM CONNECTORS SHALL HAVE A WORKING PRESSURE OF A. INSULATION SHALL NOT BE INSTALLED UNTIL TESTING PROCEDURES HAVE BEEN COMPLIED FINAL OPERATING CONDITION FOR THE OWNERS USE AND BENEFIT.ALL TESTS OF 951-902-6600 NOT LESS THAN 1-1/2"OF WATER GAGE AND A MAXIMUM OPERATING TEMPERATURE OF NOT WITH ALL SURFACES AND HAVE BEEN CLEANED FREE OF DIRT AND GREASE AND ARE EQUIPMENT AND SYSTEMS REQUIRED TO PROVE COMPLIANCE WITH THE DRAWINGS AND @Winston EngineeringLLC.com LESS THAN 250 DEGREES F. COMPLETELY DRIED. SPECIFICATION SHALL BE PERFORMED IN THE PRESENCE OF THE OWNERS Info Info WinstonEn ineerin LLC.com B. PROTECT ADJACENT SURFACES,EQUIPMENT AND PREMISES FROM DROPPING OF REPRESENTATIVE.OWNERS REPRESENTATIVE SHALL HAVE MADE COMPLETELY FAMILIAR 9 9 2.02 DUCT CONNECTORS COATINGS ADHESIVES AND FINISHES WITH THE COMPLETE WORKING OF ALL MECHANICAL SYSTEMS A. WHERE FLEXIBLE DUCTS CONNECT TO LOW PRESSURE DUCTS TO FORM RUNOUTS TO C. REMOVE ALL EXCESS MATERIALS AND DEBRIS FROM BOTH EXPOSED AND COEALED AREAS B. THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR THE HVAC TEST&BALANCE, INDIVIDUAL OUTLETS,PLENUMS OR LOW PRESSURE TERMINALS,PROVIDE FACTORY SO THAT THESE AREAS ARE COMPLETELY CLEAN. WHICH MUST BE PERFORMED BY AN INDEPENDENT TESTING AND AIR BALANCE FABRICATED FITTINGS COMPLETE WITH AND MANUALS BALANCING DAMPERS HAVING CONSULTANT,A CERTIFIED AABC OR NEBB.THE GENERAL CONTRACTOR SHALL SCHEDULE LOCKING QUADRANTS WHERE LOW PRESSURE DUCTS ARE INTERNALLY INSULATED THE 15841 INSULATION,LOW PRESSURE DUCT A TENTATIVE MINIMUM OF 4 WEEKS AND THIS WORK SHALL BE PERFORMED AFTER THE Q(�OFESS/Q CONNECTOR SHALL BE FURNISHED WITH AIR EXTENSION TO PROJECT THROUGH AND HVAC SYSTEM START UP IS COMPLETED.ALSO,GAS AND ELECTRIC POWER MUST BEPROTECT THE INSULATION.FOR ONNECTION TURNED O ,COKNG EQUIPMENT OPERATIONAL(F ANY),AL DOORS AND WN BE PROVIDED TO ALLOW AT LEAST INCHES OFOSURFACE FOR CLAMPING OFFLEXIBLE EQUIPMENT,AUXILIARY SLEEVES ALL PART 1-GENERAL NSTALL DNA DOCEI IL NG FILES IN PLACE PRIOR TOI ITHE TE TLAND AIR BALACIEDOWS yQ` 4\�jCA a CO YF`` DUCTWORK.SLEEVES SHALL BE SCREWED OR BOLTED TO EQUIPMENT LIP FRAME. 1.01 DESCRIPTION C. THE TEST AND BALANCE COVERS ALL HEATING AND AIR CONDITIONING,AND EXHAUST V Z A. ALL LOW PRESSURE DUCT SYSTEMS,2 INCHES WATER GAGE OR LESS,SHALL BE VENTILATION SYSTEMS,A CERTIFIED REPORT SHALL BE SUBMITTED TO THE GENERAL w IW rn 2.03 CLAMPS INSULATED CONTRACTOR AND A COPY TO OWNER WITHIN 2 WEEKS OF COMPLETION cc 35%1 C A. PROVIDE GALVANIZED SPRING STEEL CLAMPS OR PANDUIT STRAPS AT CONNECTION TO B. ALL APPLICABLE REQUIREMENTS OF THE SECTION HVAC INSULATION,GENERAL,SHALL DUCT FITTINGS OR DEVICES. APPLY TO THIS SECTION 1.03 THE TEST AND AIR BALANCE SHALL BE IN ACCORDANCE WITH THE FOLLOWING CHECKLIST 2.04 MANUFACTURER 1.03.1A.ENQUIRE ABOUT ANY PROBLEMS OR COMPLAINTS GNERAL �'sl�c CHA 1 A. FLEXIBLE DUCTWORK AND COMPONENTS SHALL BE AS MANUFACTURED BY GENERAL .02 EQUIVALENT MATERIALS A. MATERIALS OTHER THAN THOSE SPECIFIED WILL BE CONSIDERED FOR APPROVAL EQUAL. B.COMPARE MECHANICAL PLANS TO INSTALLED SYSTEM OF CAL�F� ENVIRONMENTAL CORPORATION OR APPROVED EQUAL C.DOCUMENT DESIGN SPECIFICATIONS FOR REPORT PART 2-PRODUCTS D.ENSURE ALL FANS ARE RUNNING FOR BALANCE PART 3-EXECUTION E.MEASURE INITIAL BUILDING PRESSURE. 2.01 INSULATION 1.03.2 INSPECT HVAC EQUIPMENT,ROOFTOP,ATTIC,OR FLOOR MOUNTED EQUIPMENT PROJECT NAME: 3.01 INSTALLATION A. EXTERNAL INSULATION SHALL BE 1-1/2"THICK,2.OLB DENSITY,(K=.125),SCHULLER TYPE S A.INSPECT UNITS AND NOTE ANY DEFICIENCIES A. INSTALL DUCT CONNECTORS TO LOW PRESSURE DUCTS USING MANUFACTURER TEMPLATE MALLLITE,FSK SPIN GLAS OR APPROVED EQUAL WITH EMBOSSED ALUMINUM FOIL FACING B.RECORD UNIT NAMEPLATE DATA FOR ALL HOLES AND SECURE THE CONNECTOR WITH SHEET METAL SCREWS HAVING FIRST C.CHECK THERMOSTATS FOR PROPER SETTINGS APPLIED FOSTERS 30-02 DUCT SEALANT TO THE ADJOINING SURFACES.DO NOT 2.02 ADHESIVES,MASTIC,SEALANTS D.CHECK FOR CORRECT FAN ROTATION(INCLUDE CONDENSER FANS) PRESSURIZE THE SYSTEM FIR 48 HOURS. A. ADHESIVE SHALL BE FOSTERS 85-20.STUDWELD PINS SHALL BE SEALED WITH FOSTERS E.CHECK CONDITIONS OF FILTERS AND COILS RIVERA TOWING B. STRETCH NEW DUCT WHEN REMOVING IT FROM CARTONS WHERE IT MAY HAVE BEEN 30-36 ADHESIVE F.CHECK POSITION OF OUTSIDE AIR DAMPERS SHIPPED IN A COMPRESSED STATE. B. WIDE GLASS FABRIC G.CHECK GAS LINES AND CONDENSATE LINES LAKE ELSI NORE C. USE THE MINIMUM LENGTH OF FLEXIBLE DUCT REQUIRED TO MAKE THE SPECIFIC H.CHECK BELT TENSION AND PULLEY ALIGNMENT CONNECTION UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS.THE MAXIMUM PART 3-EXECUTION I.CHECK DISCONNECT SWITCHES AND COVERS DEVELOPED LENGTH OF FLEX DUCT IS 8'-0" J.CHECK ANY FAN NOISE&VIBRATION D. AVOID SHARP BENDS.USE MINIMUM INSIDE BEND RADIUS EQUAL TO 1/2 THE INSIDE 3.01 INSTALLATION K.CHECK HEAT/COOL MODES OF A/C,RTUs DIAMETER OF THE DUCT. A. ALL SUPPLY AND RETURN AIR DUCTWORK 1.03.3 TEST AND BALANCE KITCHEN HOOD SYSTEM(WHERE APPLICABLE) E. SUPPORT HORIZONTAL DUCT RUNS WITH HANGERS MAXIMUM OF T-0"ON CENTER.USE 3/4 B. AIR SUPPLY DIFFUSER BACKS AND NECKS: A.MEASURE SUPPLY AND EXHAUST FPM IN HOODS INCH OR WIDER GALVANIZED STRAP HANGER MATERIAL 1. ALL AIR SUPPLY DIFFUSERS BACKS AND NECKS SHALL BE INSULATED WITH 1/2" B.OBSERVE HOOD SMOKE CAPTURE WITH EQUIPMENT ON F. ALLOW THE FLEXIBLE DUCT TO EXTEND STRAIGHT AWAY FROM CONNECTORS FOR A FEW THICK,3/4LB DENSITY,MANVILLE R-SERIES SMALLLITE,OR APPROVED EQUAL C.ADJUST SUPPLY AND EXHAUST RPM AND DAMPER SA,AS REQUIRED INCHES PRIOR TO INITIATING ALL BENDS FIBERGLASS BLANKET INSULATION.HAVING A CONDUCTANCE(K)NO GREATER D.NOTE ADJUSTMENTS MADE ON PULLEYS G. MAKE ALL CONNECTIONS OF FLEXIBLE DUCT TO RIGID DUCT OR TERMINALS AS FOLLOWS: THAN.31.ADHERE INSUALTION TO THE DUCT AS SPECIFIED BELOW. E.MEASURE FINAL RPMs PROJECT ADDRESS: 1. APPLY FOSTERS 30-02 SEALANT TO THE INSIDE OF THE FLEXIBLE DUCT TO DEPTH OF F.EVALUATE DUCT SYSTEM DESIGN AND INSTALLATION 3 INCHES G.ENSURE THAT FINAL SMOKE TESTS ARE SATISFACTORY 1146 W. FLINT ST., 2. SLIDE THE FLEXIBLE DUCT OVER THE CONNECTOR AND WRAP WITH MINIMUM OF TWO 15885 CONTROLS,ELECTRIC 1.03.4 TEST AND BALANCE HEATING/COOLING SYSTEM REVOLUTIONS OF REINFORCED FOIL DUCT TAPE STARTING ABOUT TWO INCHES BACK A.MEASURE RTU/AC SUPPLY AND RETURN AIRFLOWS LAKE ELSINORE, FROM END OF FLEXIBLE DUCT AND SEALING OVERLAP WITH LAST STRAP. PART 1-GENERAL B.CHECK FOR DRAFTS,HOT/COLD SPOTS CA 92530 3. PLACE A CLAMP OR STRAP OVER THE TAPED END AND SECURE FIRMLY C.ADJUST RPM AS NECESSARY TO ACHIEVE DESIGN 4. REPAIR ALL DAMAGE TO VAPOR BARRIER WITH FOSTERS 35-00 REINFORCED WITH 4 D.CHECK ACTUAL AMPS VERSUS MOTOR FA 1.01 DESCRIPTION INCH WIDE GLASS FABRIC AND A SECOND COAT OF FOSTERS 35-00 1. THE WORK CONSISTS OF INSTALLING CONTROLS FOR THE HVAC SYSTEM AS ON THE DRAWINGS E.NOTE ADJUSTMENTS MADE ON PULLEYS F.MEASURE FINAL RPMS 1.02 SUBMITTALS G.DAMPER AT BRANCH T/OS FIRST AND AT DIFFUSERS SECOND 15450 AIR DISTRIBUTION EQUIPMENT A. PROVIDE SUBMITTAL CONSISTING OF COMPLETE CONTROL DIAGRAMS FOR THE H.EVALUATE DUCT SYSTEM DESIGN AND INSTALLATION SYSTEM WITH CONSTRUCTION DETAILS AND ENGINEERING DATA SHEETS ON ALL SYSTEM I.ENSURE SLIGHTLY POSITIVE BUILDING PRESSURE PROJECT#: 396-1 COMPONENTS J.FINE TUNE POSITION OF OA DAMPER PART 1-GENERAL K.MEASURE FINAL BUILDING PRESSURE REVISION SCHEDULE 1.01 DESCRIPTION 1.03 ELECTRICAL 1.04 FINAL REVIEW ISSUE DATE A. AIR DISTRIBUTION DEVICES SHALL BE PROVIDED TO DELIVER THE INDICATED VOLUME OF A. ELECTRICAL WORK AND MATERIALS ASSOCIATED WITH THE CONTROL SYSTEM SHALL A. REVIEW REPORT AND DATA FOR COMPLETENESS PROGRESS SET SUPPLY AIR WITHOUT EXCEEDING THE AVAILABLE THROW AND NC RATING AS FOLLOWS: BE INSTALLED AS WORK OF THIS SECTION BUT IN ACCORDANCE WITH DIVISION 16. B. DISCUSS RESULTS AND FINDINGS WITH SUPERINTENDENT 1. KITCHEN:NC-35 B. POWER WIRING IS SPECIFIED UNDER DIVISION 16 AND SHOWN ON ELECTRICAL C. AIR QUALITIES SHALL BE BALANCED TO WITHIN+10%OF DESIGN AS A GENERAL RULE. 2. DINING,ASSEMBLY,LOBBY,OFFICES:NC-30 DRAWINGS HOWEVER,IN SOME CASES THE AIR QUANTITIES MAY NEED TO BE ADJUSTED DIFFERENTLY C. ELECTRICAL CONTROL WIRING CONDUIT AND FITTINGS ASSOCIATED WITH THE SPACE IN ORDER TO ENSURE ACCEPTABLE COMFORT LEVELS,HOOD CAPTURE PERFORMANCE, 1.02 SUBMITTALS TEMPERATURE AND HUMIDITY CONTROL INCLUDING INTERLOCKING WITH MOTOR POSITIVE BUILDING PRESSURE,ETC.MELINK SHALL NOTIFY THE SUPERINTENDENT OF ANY A. SHOP DRAWINGS:INDICATE LOCATIONS,SPACING AIR VOLUME AND TYPE OF EACH DEVICE CONTROLLERS,CONTROL ACCESSORIES AND APPURTENANCES ARE TO BE PROVIDED DIFFENCIES NEEDING IMMEDIATE ATTENTION.THE GC SHALL HAVE THE MECHANICAL AND B. PRODUCT DATA:MANUFACTURERS CATALOG CUTS AND PRODUCT DESCRIPTION INCLUDING UNDER THIS SECTION.CONTROL WIRING SHALL BE IN CONDUIT. ELECTRICAL CONTRACTORS ON CALL TO PROMPTLY CORRECT ANY SUCH PROBLEMS.IN AIR QUANTITY,PATTER,THROW,PRESSURE DROP,NC RATINGS,FINISH,DIMENSIONS AND THE EVENT MELINK NEEDS TO RESCHEDULE A FOLLOW UP VISIT TO TEST AND BALANCE COMPLETE CONSTRUCTION DETAILS AND MATERIALS. PART 2-PRODUCTS EQUIPMENT NOT READY ON THE ORIGINALLY SCHEDULED T&B DATE,THE GC SHALL PAY 2.01 ELECTRIC THERMOSTATS FOR THE ACCIDENTAL COST INVOLVED,INCLUDING TRAVEL. PART 2-PRODUCTS D. ALL DATA REQUIRED BY THESE SPECIFICATIONS SHALL BE TYPED ON WHITE BOND PAPER A. THERMOSTAT SHALL BE HONEYWELL,CARRIER,LENNOX AS OR SPECIFIED IN THE IN TRIPLICATE AND SUBMITTED TO OWNERS REPRESENTATIVE FOR APPROVAL.COMPLETE 2.01 DIFFUSERS GRILLES AND REGISTERS DRAWINGS APPROVAL WILL BE NECESSARY BEFORE FINAL PAYMENT CAN BE MADE.THE CONTRACTOR A. DIFFUSERS,GRILLES,AND REGISTERS SHALL BE AS MANUFACTURED BY TITUS, B. THERMOSTAT SHALL HAVE MANUAL HEATING COOLING CHANGEOVER SWITCH TO SHALL THEN MAKE AVAILABLE SUCH INSTRUMENTS AS REQUIRED FOR SPOT CHECKS ON ANEMSOSTAT,KRUEGER OR APPROVED EQUAL. CONTROL OPERATION OF THE HEATING AND COOLING ON ALL AIR CONDITIONING UNITS THE SYSTEM. B. FOR MODEL NUMBERS AND TYPES SEE AIR DISTRIBUTION SCHEDULE ON DRAWING. C. THERMOSTATS SHALL HAVE LOCKABLE COVERS.SECTION 15990 TESTING,ADJUSTING C. DIFFUSERS,GRILLES,AND REGISTERS SHALL BE OF THE SURFACE,FLUSH OR LAY IN TYPE AND BALANCING CORRESPONDING TO THE TYPE OF CEILING IN WHICH THEY ARE LOCATED D. INTERIOR OF DIFFUSERS,GRILLE,OR REGISTER FACE PANEL SHALL BE BAKED ENAMEL, 2.02 SMOKE DETECTION FAN SHUT DOWN OFF WHITE COLOR. A. SMOKE DETECTOR SHALL BE AS SPECIFIED IN THE DRAWINGS OR AN APPROVED EQUAL AS REQUIRED. 2.02 MOUNTING SCREWS B. REMOTE ALARM INDICATOR FOR DUCT MOUNTED SMOKE DETECTOR SHALL BE A. WHERE MOUNTING SCREWS ARE REQUIRED IN AIR DISTRIBUTION DEVICES,THEY SHALL BE SPECIFIED IN THE DRAWINGS FINISHED TO MATCH THE ADJACENT SURFACE OF THE DEVICES C. SMOKE DETECTOR SHALL BE POWERED AS SPECIFIED IN DRAWINGS OR AS REQUIRED M201 2.03 GASKETS PART 3-EXECUTION A. SUPPLY AND RETURN GRILLES AND REGISTERS WHICH ARE SURFACE MOUNTED SHALL BE PROVIDED WITH SPONGE RUBBER GASKETED FRAMES TO PREVENT SMUDGING 3.01 ELECTRIC ROOM THERMOSTATS A. SHALL BE ALL MOUNTED AND INSTALLED ON A COMMON BASE PLATE. PART-3 EXECUTION APPROVAL 3.01 INSTALLATION RiveraideCountyFlreDepadmenl MECHANICAL SPECIFICATIONS Omce of the Fire Marshal A. INSTALL WHER SHOWN ON DRAWINGS BY FSS KEVIN SHIN B. DIFFUSERS,REGISTERS,AND FITTINGS SHALL BE SECURELY ATTACHED TO FINISH SURFACES,OR STRUCTURAL MEMBERS BEHIND FINISH SURFACES. 10/26/2021 Copy Protection C. LAY-IN DIFFUSERS MOUNTED IN ACOUSTICAL TILE CEILINGS SHALL BE RIGIDLY MOUNTED, Theappmval of plane and apani0c ns dnea not parmittha violation,delahon i„ionorfaAy inslellation army These drawin ABOVE THE FACE PANEL,TO THE CEILING SUSPENSION SYSTEM equiremen o me za or any to al om an«s.cpnswabn ga=n� qy��({h a W/�o s� ,hall remain accessible antl exposes brin,pedlon purpou angementa repreSlrhkj/at��nIj halm 1A the until approved by the Flre Department engines,.No part shall be&0N90IN@s@ K084ONr used in ection w' t othetr�j1yE �cific project for which the =zmu== e engineer.Via -1 "2argga8li$adA&kificadons shall constitute evidence of acceptance o f ese n t b t Subminal of documents to public�9yg-gha11 not be considered waiver of Engineer. PLUMBING SPECIFICATIONS: PLUMBING SPECIFICATIONS(CONT.): GENERAL NOTES: 1.GENERAL 4.SANITARY SEWER(CONT.) 1. ALL CONSTRUCTION AND MATERIALS SHALL BE AS SPECIFIED AND IN ACCORDANCE WITH ALL APPLICABLE CODES, LAWS,ORRDINANCES,PERMITS AND OTHER CONTRACT DOCUMENTS W I N S T O N ENGINEERING I N C A. CONTRACTOR SHALL PERFORM ALL WORK SO AS TO CONFORM TO LOCAL,STATE AND NATIONAL CODES,AND THE C. CLEANOUTS FOR SANITARY DRAINAGE SYSTEMS SHALL BE LOCATED IN ACCORDANCE WITH THE CALIFORNIA CODE OF REQUIREMENTS OF LOCAL AUTHORITIES HAVING JURISDICTION. REGULATIONS,TITLE 24,PART 5,2016 CALIFORNIA PLUMBING CODE. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT OF ALL NEW CONSTRUCTION ON THE SITE B. CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING TO VERIFY LOCATION,ELEVATIONS AND SIZES OF ALL EXISTING D. ALL VENT PENETRATIONS THROUGH BUILDING ROOF SHALL BE MADE WATER-TIGHT BY THE USE OF PROPER FLASHING 3. THE CONTACTOR SHALL VERIFY ALL SITE CONDITIONS AND DIMENSIONS,AND VERUFY EXACT LOCATIONS AND PLUMBING AND INFORM THE ARCHITECT OF ANY DISCREPANCIES. MATERIALS.SUBMIT FLASHING DETAILS FOR APPROVAL BY THE ARCHITECT. ELEVATIONS OF PIPING POINTS ON CONNECTION BY MENAS OF PHYSICAL EXCAVATION AND SELECTIVE DEMOLITION BEFORE STATING WORK.SHOULD A DISCREPANCY APPEAR IN THE CONTRACT DOCUMENTS OR BETWEEN THE C. FOR EXACT SPECIFICATIONS,MOUNTING HEIGHTS,COLORS,AND LOCATIONS OF ALL PLUMBING FIXTURES,REFER TO E. VENTS SHALL TERMINATE NOT LESS THAN 6"ABOVE ROOF.VENTS SHALL NOT TERMINATE BELOW OR WITHIN 10, CONTRACT DOCUMENTS AND EXISTING CONDITIONS,NOTIFY THE ARCHITECT AT ONCE FOR INSTRUCTION ON HOW TO ARCHITECTURAL DRAWINGS. HORIZONTALLY OF ANY DOOR,WINDOW,FRESH AIR INTAKE OR OTHER VENTILATION OPENING.WHERE 10'HORIZONTAL PROCEED CLEARANCE CANNOT BE MAINTAINED,EXTEND VENT TO AT LEAST V ABOVE VENTILATION OPENING. D. ACCURATE AS-BUILT DRAWINGS SHALL BE MADE DURING CONSTRUCTION AND SUBMITTED FOR APPROVAL UPON 4. SEWERNATER,AND STORM DRAIN SYSTEMS INDICATED IN THESE DRAWINGS SHALL EXTEND TO PLUMBING/CIVIL COMPLETION OF INSTALLATION. 5.DOMESTIC WATER POINTS OF CONNECTION AT 5'OUTSIDE OF THE BUILDING(S)UNLESS OTHERWISE NOTED.CONTINUATION OF THESE 23905 Clinton Keith Rd 114-381 PIPING SYSTEMS ARE INDICATED ON THE CIVIL DRAWINGS WITH CORESPONDING ASSOCIATED MATERIALS SPECIFIED E. THE CONTRACTOR SHALL FURNISH ALL MATERIALS,LABOR,EQUIPMENT,TRANSPORTATION,AND SERVICES NECESSARY A. DOMESTIC COLD AND HOT WATER PIPING SHALL BE TYPE"L",HARD-DRAWN COPPER TUBE.FITTINGS SHALL BE UNDER A SEPERATE SECTION OF THE PROJECT SPECIFICATIONS.ALL SUCH PIPING SHALL BE INSTALLED IN A MANNER W ildomar,Ca 92595 FOR THE COMPLETION OF THE WORK. WROUGHT COPPER.SWEAT JOINTS SHALL BE MADE USING 95%-5%,LEAD-FREE ANTIMONY/TIN SOLDER. TO PROVIDE PROPER CONNECTION TO THE INVERT ELEVATIONS INDICATED ON CIVIL DRAWINGS.WHERE SIZES DIFFER 951-902-6600 BETWEEEN PLUMBING AND CIVIL DRAWINGS,CONTRACTOR SHALL PROVIDE TRANSITION FITTINGS AS NECESSARY TO F. THESE DRAWINGS SHOW THE GENERAL SCHEME OF INSTALLATION AND ARE B. ALL POTABLE WATER PIPING SHALL BE DISINFECTED AS PER AWWA STANDARD C601-54 AND AS REQUIRED BY THE ALLOW FOR PROPER CONNECTION lnfo@WinstonEngineeringLLC.com DIAGRAMMATIC IN SCOPE.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH ARCHITECT LOCAL BUILDING AND HEALTH DEPARTMENT CODES. AND ALL OTHER TRADES.THIS INCLUDES COORDINATING THE LOCATION,SIZE AND ELEVATION OF ALL OPENINGS. 5. HOWRIZONTAL SOIL,WASTE,GREASE WASTE,AND TRAP PRIMER PIPING WITHIN THE BUILDING SHALL BE INSTALLED www.WinstonEngineeringLLC.com C. ANTI WATER-HAMMER SHOCK ABSORBERS SHALL BE WATTS SERIES 15 SIZED IN ACCORDANCE WITH THE CONCEALED WITHIN WALLS,BELOW FINISH FLOOW,OR BELOW FINISH SLAB AS APPLICABLE UNLESS NOTED G. CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING AND START-UP OF THE SYSTEM.CONTRACTOR SHALL FILE, MANUFACTURERS RECOMMENDATIONS. OTHERWISE.ALL OTHER HORIZONTAL PIPING WITHIN BUILDING SHALL BE INSTALLED CONCEALED ABOVE CEILING OR SECURE AND PAY FOR ALL NECESSARY APPROVALS,PERMITS AND INSPECTIONS.ALL WORK SHALL BE GUARANTEED TO BE WITHIN WALL AS APPLICABLE UNLESS NOTED OTHERWISE.ALL VERTICAL FIRING SHALL BE INSTALLED CONCEALED FREE FROM DEFECT FOR ONE YEAR AFTER ACCEPTANCE OF THE INSTALLATION BY OWNER.ALL WORK SHALL BE IN D. PROVIDE STOP VALVES FOR ALL DOMESTIC WATER CONNECTIONS TO FIXTURES EXCEPT WHERE GATE VALVES ARE WITHIN WALLS UNLESS NOTED OTHER WISE.NO PIPING SHALL BE INSTALLED IN EXPOSED LOCATIONS UNLESS ACCORDANCE WITH THE CALIFORNIA CODE OF REGULATIONS,TITLE 24,PART 5,2016 CALIFORNIA PLUMBING CODE. INDICATED ON THE DRAWINGS OR FAUCET IS PROVIDED WITH INTEGRAL STOPS. SPECFICALLY NOTED AS SUCH ON PLANS PH.ART 5, HE PLUMBING CALIFORNIA SHALL ING CODE.ESTERCONTRACTORI O O COORDINATE TESTS WITH ITH CODEAL OF REGULATIONS,TITLE 24, E. PROVIDE CHROME PLATED,BRASS ANGLED STOP VALVES FOR ALL FIXTURES NOT HAVING INTEGRAL STOPS. 6. HORIZONTAL CONDESATE RIMING SHALL SLOPE AT 1/8"PER FOOT UNLESS NOTED OTHERWISE �?*f EeSS�O�9' F. ALL PIPE,FITTINGS,FIXTURES,ETC.THAT CONTACT POTABLE WATER FOR HUMAN CONSUMPTION SHALL SHOW 7. NATURAL GAS PIPE SIZING CALCULATIONS ARE BASED ON A CALORIC CONTENT OF 1,000 BTU'S PER CUBIC FOOT. (Q� 7�- I. DETAILS OF CONSTRUCTION AND OF WORKMANSHIP WHERE NOT SPECIFICALLY DESCRIBED HEREIN OR INDICATED ON APPROVAL TO NSF 61,ANNEX G.REFERENCE SECTION 604.11,CALIFORNIA PLUMBING CODE,2016 EDITION,AND HEALTH AND THE DRAWINGS SHALL BE SUBJECT TO THE ENGINEER'S APPROVAL.IT IS THE INTENT OF THESE SPECIFICATIONS TO PROVIDE SAFETY CODE SECTION 116875. 8. PIPING BETWEEN EACH PLUMBING FIXTURE AND THE NEAREST BRANCH OR MAIN PIPING RUN SHALL BE SIZED TO y G` COMPLETE SYSTEMS,LEFT IN GOOD WORKING ORDER,READY FOR OPERATION. MATCH THE CORRESPONDING FIXTURE SCHEDULE CONNECTION SIZE AT A MINIMUM UNLESS NOTED AS A LARGER SIZE 6.CONDENSATE DRAIN ON PLANS.PIPE HEADERS IN WALLS SERVING BANKS OF FIXTURES SHALL BE FULL LINE SIZE FROM THE UPSTREAM END W LL T 2.INSTALLATION OF THE BRANCH LINE TO THE END TERMINAL UNLESS NOTED OTHERWISE. cc 35%1 G A. PIPING FOR PRIMARY AND SECONDARY CONDENSATE DRAINAGE SHALL BE HARD DRAWN COPPER TUBE MINIMUM DWV A. ALL HOT WATER PIPING SHALL BE INSULATED PER TABLE 123-A,SECTION 123 OF THE BUILDING ENERGY EFFICIENCY WEIGHT. 9. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS,ROUGH IN DIMENSIONS,AND MOUNTING HEIGHTS OF ALL STANDARDS,2016 EDITION. FIXTURES,EQUIPMENT,ACCESS PANELS,HOSE BIBBS,RECESSED HOSE BIBBS,OVERFLOW DRAIN TERMINATION AND OTHER P B. LAVATORIES IN RESTROOMS SHALL HAVE 0.4 GPM FLOW RESTRICTORS ON HOT WATER SUPPLY.PROVIDE STRAINER B FITTINGS FOR CONDENSATE DRAINAGE PIPING SHALL BE WROUGHT COPPER WITH 95/5% ANTIMONY/TIN SWEATN AND/OR OVAL POINTS, EXPOSED PLUMBING ELEMENTS.WHERE DIMENSIONS ARE NOT INDICATED,SEEK ARCHITECTS JOINTS. D yl C•NANXG ���• ND OVERFLOW ON ALL SINKS. C. CONDENSATE PIPING SHALL BE INSTALLED AT A SLOPE OF 1%. C. TRAP SEAL DEPTH FOR AIR CONDITIONING CONDENSATE DRAINS SHALL NOT BE LESS THAN: 10. ACCESS Of CA HERE POSSIBLE USE SAME ACCESS PANEL FOR SHUT-OFF VALVES,MIXING VALVES,TRAP PRIMER AND WATER F AC UNIT STATIC PRESSIRE MIN.TRAP SEAL DEPTH HAMMER ARRESTORS AND/OR OOTHER INTERIOR WALL COMPONENTS WHEN LOCATED DIRECTLY ADJACENT IN D. SEWER PIPING SHALL BE INSTALLED AT SLOPE OF 2%. SAME IMMEDIATE VICINITY LESS THAN 1"W.C. 3" E. WRAP ALL IRON AND COPPER PIPE AND FITTINGS BELOW SLAB OR GRADE WITH 8 MIL POLYETHYLENE WRAP AND 6" 1"TO 2"W.C. 4" 11. CLEANOUTS: PROJECT NAME: MINIMUM ENVELOPE OF CLEAN SAND ALL AROUND PIPE IN ACCORDANCE WITH ANSI/AW WA STANDARD C105/A21.5-82. MORE THAN 2"W.C. 6" A. PROVIDE CLEANOUTS PER CPC B. INTERIOR CLEANOUTS SHALL BE WALL CLEANOUTS RATHER THAN FLOOR CLEANOUTS UNLESS OTHERWISE F. WATER PIPING SHALL BE TYPE"K"BELOW GRADE TO 5 FEET OUTSIDE OF BUILDING AND TYPE"L"ABOVE GRADE,HARD NOTED.CLEANOUTS SHALL BE READILY ACCESSIBILE AND SHALL BE CAREFULLY COORDINATE WITH CASEWORK, DRAWN COPPER TUBING,WITH WROUGHT COPPER FITTINGS.BRAZE ALL JOINTS WITH LEAD-FREE BRAZING ALLOY.ALL WATER 7.NATURAL GAS EQUIPMENT,AND OTHER ITEMS TO AVOID CONFLICT.NOT ALL REQUIRED CLEANOUTS ARE INDICATED ON PLANS. PIPING SHALL BE INSULATED. WALL CLEANOUTS IN FINISHED SPACES SHALL BE INSTALLED IN ACCESS PANELS.SEE SPECIFICATIONS FOR A. GAS SYSTEM SHALL BE SCHEDULE 40 BLACK STEEL WITH MALLEABLE IRON FITTINGS.VALVE SHALL BE LUBRICATED ACCESS PANEL REQUIREMENTS G. CONDENSATE DRAIN PIPING SHALL BE TYPE"M"HARD DRAWN COPPER TUBING WITH WROUGHT COPPER FITTINGS, PLUG TYPE,SIMILAR TO CRANE#250. R I V E RA TOWING 95/5%ANTIMONY/TIN SWEAT JOINTS.RUN CONDENSATE DRAIN PIPING UNDER THE ROOF DECK.INSULATE ALL CONDENSATE 12. EXTERIOR YARD BOXES AND CLEANOUTS SHALL BE INSTALLED AT EXACT LOCATIONS INDICATED ON PLANS.IN THE DRAIN PIPING WITHIN BUILDING INTERIOR. B. ALL BRANCH CONNECTIONS SHALL BE MADE ON THE TOP OR SIDE OF HORIZONTAL LINES. EVENT OF A CONFLICT OR DISCREPANCY,NOTIFY THE ARCHITECT AT ONCE FOR INSTURCTION ON HOW TO PROCEED. LAKE ELS I N ORE H. ALL ROOF PENETRATIONS SHALL RECEIVE LEAD PIPE FLASHING WITH SCREW CLAMP AND ELASTOMERIC SEALANT AND C. GAS PIPING SHALL NOT BE RUN IN OR THROUGH SUPPLY AIR DUCTS,CLOTHES CHUTES,CHIMNEYS,VENTS,OR 13. EXTERIOR WATER SHUT OFF VALVES AND GAS SHUT-OFF COCKS SHALL BE INSTALLED WITHIN CONCRETE YARD BOXES. BE HOT ASPHALT PATCHED WITH 4 PLY.ALL WORK SHALL BE DONE BY AN APPROVED ROOFING CONTRACTOR. DUMBWAITERS. YARD BOX AND CLEANOUT COVERS SHALL BE CLEARLY STAMPED WITH"WATER","GAS",OR"SEWER?AS APPLICABLE. YARD BOXES SHALL BE EQUIVALENT TO"CHRISTY"MODEL NO.B03.VALVES SHALL BE INSTALLED AND PROPERLY I. WHERE DEVICES REQUIRING ACCESS(VALVES,CLEANOUTS,ETC.)WOULD OTHERWISE BE RENDERED INACCESSIBLE BY D. VALVES,UNIONS OR RUNNING THREAD SHALL NOT BE LOCATED IN ANY AIR PLENUM. POSITIONED WITHIN YARD BOX TO ALLOW FOR FULL RANGE OF OPERATION,MAITENANCE,REPAIR,AND REPLACEMENT. BUILDING CONSTRUCTION,PROVIDE FRAMED ACCESS DOOR.ACCESS DOOR FINISHES SHALL BE COORDINATED WITH ALL YARD BOXES AND CLEANOUT COVERS SHALL ALIGN WITH SCORED HARDSCAPE JOINTS PER LANDSCAPE PLANS. ARCHITECT E. PORTIONS OF GAS PIPING SYSTEMS INSTALLED IN CONCEALED LOCATIONS SHALL NOT HAVE UNIONS,TUBING FITTINGS, YARD BOX SHALL BE CONCRETE.SEWER CLEANOUT COVERS SHALL BE BRASS.REFER TO SPECIFICATIONS FOR OR RUNNING THREADS. ADDITIONAL INFORMATION 3.SCOPE OF WORK F. HANGERS AND SUPPORTS SHALL BE OF MATERIAL OF SUFFICIENT STRENGTH TO SUPPORT THE LOADS IMPOSED. 14. VERIFY EXACT LOCATIONS OF ALL MECHANICAL AND/OR OTHER EQUIPMENT INSTALLED BY OTHERS AND REQUIRING THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FURNISHING AND INSTALLATION OF ALL FIXTURES,MATERIALS,PIPING, HANGERS AND STRAPPING MATERIAL SHALL BE OF SIMILAR MATERIALS AS THE PIPING TO AVOID GALVANIC ACTION. PLUMBING CONNECTIONS PRIOR TO ODERING OF MATERIALS OR INSTALLATION.COORDINATE EXACT ROUGH-IN AND COMPONENTS AS REQUIRED FOR A COMPLETE AND OPERATIONALLY FUNCTIONAL SYSTEM.SCOPE OF WORK SHALL LOCATIONS AND REQUIREMENTS WITH OTHER INSTALLING CONTRACTORS AS APPLICABLE PRIOR TO INSTALLATION. PROJECT ADDRESS: INCLUDE BUT NOT BE LIMITED TO: G. INTERVAL OF SUPPORT:GAS PIPING SHALL BE SUPPORTED AT DISTANCES NOT EXCEEDING THE SPACING SPECIFIED IN A. INSTALLATION OF ABOVE GROUND SANITARY DRAIN WASTE AND VENT PIPING. TITLE 24,PART 5,2016 CALIFORNIA PLUMBING CODE. 15. ADA LAVATORIES AND SINKS SHALL BE PROVIDED WITH ADA INSULATED TRAP AND SUPPY COVERS AS SPECIFIED B. INSTALLATION OF CLEANOUTS IN SANITARY DRAINAGE SYSTEMS. C. INSTALLATION OF DOMESTIC HOT AND COLD WATER PIPING INCLUDING ANTI-WATER HAMMER SHOCK H. PROVIDE INDIVIDUAL VALVE FOR EACH GAS OUTLET.THE VALVE SHALL BE ACCESSIBLE AND ADJACENT TO THE 16. ADA WATER CLOSESTS SHALL BE INSTALLED WITH FLUSH VALVE ACTUATOR HANDLE LOCATED ON THE WHEEL CHAIR 1146 W. FLINT ST., ABSORBERS,VALVES,STOP VALVES,FLEX-SUPPLIES,DIELECTRIC UNIONS BETWEEN DISSIMILAR PIPING MATERIALS,ETC. APPLIANCE. ACCESS SIDE D. INSTALLATION OF FIXTURES INCLUDING WALL HANGERS,SUPPORTS,STOP VALVES,FLEX-SUPPLIES,DRAINS, LAKE E LS I N O RE, TRAPS,STRAINERS,FAUCETS,SOAP DISPENSERS,ESCUTCHEONS,SEATS,AND OTHER DEVICES AS SHOWN ON THE DRAWINGS I. PROVIDE A UNION BETWEEN EACH APPLIANCE AND THE APPLIANCE GAS VALVE. 17. SHUT OFF VALVES,SHUT OFF COCKS,WATER CONTROL DEVICES,CLEANOUTS,AND OTHER PIPING APPURTENANCES AND INDICATED IN THE SCHEDULE OF PLUMBING FIXTURES. SHALL BE THE SAME SIZE AS PIPING SERVED UNLESS NOTED OTHERWISE CA 92530 E. TESTING OF THE PLUMBING SYSTEM INCLUDING AIR OR WATER TEST OF DRAINAGE SYSTEM ROUGHINGS, J. GAS OUTLETS WHICH DO NOT CONNECT TO APPLIANCES SHALL BE CAPPED GAS-TIGHT. SMOKE TEST OF FINISHED DRAINAGE SYSTEM AND PRESSURE TEST OF DOMESTIC WATER SYSTEMS. 18. REFER TO MECHANICAL DRAWINGS FOR MECHNICAL MANDATORY MEASURES AND ASSOCIATED REQUIREMENTS F. DISINFECTION OF THE DOMESTIC WATER SUPPLY SYSTEM. K. PROVIDE A DRIP LEG AHEAD OF EACH APPLIANCE SHUTOFF VALVE. G. INSTALLATION OF FIBERGLASS INSULATION,FITTING COVERS,AND JACKETS ON ALL HOT AND COLD DOMESTIC 19. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF ALL FIRE RATED ASSEMBLIES.PROVIDE FIRESTOPPING AT WATER PIPING. L. PORTIONS OF THE GAS PIPING SYSTEM INSTALLED IN CONCEALED LOCATIONS SHALL BE TESTED BEFORE THE PIPING PENETRATIONS THROUGH FIRE RETARDANT CONSTRICTION IN ACCORDANCE WITH SPECIFICATIONS H. DESIGN,FURNISHING,AND INSTALLATION OF SEISMIC BRACING. IS COMPLETELY CONCEALED. I. CUTTING AND PATCHING AS REQUIRED. 20. PENETRATIONS OF FIRE RESISITIVE WALLS,FLOORS-CEILINGS,AND ROOF CEILINGS SHALL BE PROTECTED AS J. PERMITS,INSPECTIONS,APPROVALS,AND CERTIFICATES,INCLUDING FEES. M. THE GAS PIPING SYSTEM SHALL BE TESTED WITH AIR OR AN INERT GAS.THE SYSTEM SHALL BE TESTED TO A PRESSURE REQUIRED IN CBC SECTION 714 K. 1 YEAR FULL GUARANTEE OF ALL WORKSMANSHIP. OF 1 1/2 TIMES THE SYSTEM WORKING PRESSURE,BUT NOT LESS THAN 3 PSI.GAS PIPING SYSTEMS SHALL MAINTAIN THE PROJECT#: 396-1 FULL-TEST PRESSURE FOR A PERIOD OF 10 MINUTES. 21. DOMESTIC WATER PIPING AND COMPONENTS SHALL BE PROVIDED AND INSTALLED IN COMPLIANCE WITH CALIFORNIA AB 4.SANITARY DRAINAGE 1953 LEGISLTATION.WHICH LIMITS THE ALLOWABLE LEAD CONTENT IN CERTAIN DOMESTIC WATER SYSTEM N. THE GAS PIPING SYSTEM SHALL BE PURGED TO A SAFE LOCATION.PIPING SHALL NOT BE PURGED INTO THE COMPONETS. REVISION SCHEDULE A. BELOW GRADE SANITARY WASTE AND VENT PIPING SHALL BE ABS SOLID WALL SCHEDULE 40 ATSM D 2661,FITTINGS COMBUSTION CHAMBER OF AN APPLIANCE. ISSUE DATE SHALL BE MANUFACTURED TO ASTM 3311 ABOVE GROUND SANITARY WASTE AND VENT PIPING SHALL BE NO-HUB CAST IRON ILT MANUFACTURED TO ASTM A74 OR CISPPI 301. 8.HANGERS AND SUPPORTS PROGRESS SET B. PIPING ARRANGED IN GROUPS OF TWO OR MORE LINES,WHICH PENETRATE TWO OR MORE FLOORS,SHALL BE A. ALL FIXTURES SHALL BE SUPPORTED INDEPENDENTLY OF THE PIPING SYSTEM.SEE"FIXTURES"SECTION OF"NOTES ENCLOSED IN SHAFT HAVING A FIRE RESISTANCE RATING IN ACCORDANCE WITH THE CALIFORNIA CODE OF REGULATIONS, AND SPECIFICATIONS"AND FIXTURE SCHEDULE NOTES. DRAWING ���I SCHEDULE TITLE 24,PART 2,2016 CALIFORNIA BUILDING CODE. B. MAXIMUM SPACING OF SUPPORTS FOR VERTICAL PIPING SHALL NOT EXCEED: C. CLEANOUTS FOR SANITARY DRAINAGE SYSTEMS SHALL BE LOCATED IN ACCORDANCE WITH THE CALIFORNIA CODE OF REGULATIONS,TITLE 24,PART 5,2016 CALIFORNIA PLUMBING CODE. TYPE OF PIPING MAXIMUM SPACING HUBLESS CAST IRON SOIL LINES AT BASE AND EACH FLOOR NOT TO EXCEED 15' D. ALL VENT PENETRATIONS THROUGH BUILDING ROOF SHALL BE MADE WATER-TIGHT BY THE USE OF PROPER FLASHING THREADED STEEL PIPE AT EVERY OTHER FLOOR NOT TO EXCEED 25' PO.1 PLUMBING NOTES AND SPECIFICAITONS MATERIALS.SUBMIT FLASHING DETAILS FOR APPROVAL BY THE ARCHITECT. COPPER TUBE AT EVERY FLOOR NOT TO EXCEED 10' PO.2 PLUMBING FLOOR PLANS AND SCHEDULES E. VENTS SHALL TERMINATE NOT LESS THAN 6'ABOVE ROOF.VENTS SHALL NOT TERMINATE BELOW OR WITHIN 10' SCHEDULE 40 PVC AT EVERY FLOOR PLUS MID-FLOOR GUIDES P2.0 PLUMBING DETAILS HORIZONTALLY OF ANY DOOR,WINDOW,FRESH AIR INTAKE OR OTHER VENTILATION OPENING.WHERE 10'HORIZONTAL PROVIDE RISER CLAMPS,WALL BRACKET HANGER,ETC.AS REQUIRED CLEARANCE CANNOT BE MAINTAINED,EXTEND VENT TO AT LEAST T ABOVE VENTILATION OPENING. C.MAXIMUM SPACING OF SUPPORTS FOR HORIZONTAL PIPING SHALL NOT EXCEED: TYPE OF PIPING MAXIMUM SPACING HUBLESS CAST IRON SOIL PIPE AT EVERY OTHER JOINT(EVERY JOINT WHERE OVER 4') THREADED STEEL PIPE(3/4"OR LESS) AT 10'INTERVALS THREADED STEEL PIPE(1"OR LARGER) AT 12'INTERVALS COPPER TUBE(1-1/2"OR LESS) AT B. INTERVALS COPPER TUBE(2"OR LARGER) AT 10'INTERVALS SCHEDULE 40 PVC AT 4'INTERVALS D. ALL RISERS SHALL BE SUPPORTED AT THE BASE. E. PROVIDE CAPABILITY FOR EXPANSION AND CONTRACTION IN ALL PIPING AS INDICATED BELOW: TYPE OF PIPING TYPE OF PROVISIONS DRAIN LINES IN UNHEATED AREAS EXPANSION FITTING AT 126 DOMESTIC HOT WATER LINES EXPANSION LOOP AT 100' POO 1 APPROVAL N-om�eofineF eMa h.1 PLUMBING NOTES AND BY: FSS KEVIN SHIN SPECIFICATIONS 10/26/2021 TM1,ap al.phpsaadapeairatioaadoa=aotpaa1Ms Copy Protection on,us se".omission or hairy inshllatlon d any regw�emeah of Tme 2a or aoy-Ordmaaaaa.co„seaaeoa shall remain aacesaibleand exposed farinap puryoa These dra ings untiDepartment . are�'9ljgyilica( S��t�.p l approved by 1M1e Fire rtanga nts rep�rllEt/,EI I l�y{[he engineer.No part shall be&0N90IN@a€d K081k3Nr used in action w' t othZM jlye��cific project forwhich the �heFthe engineer.Via 01t ^gar$.+'1�85$�,91{pl:ificagons shall constitute evidence o acceptance o t a... ions, Submidal of documents to public -4 hall not be considered waiver of Engineer. AFFROVED PIPE SIZING CALCULATIONS WATER HEATER CALCULATION PLUMBING FIXTURE CALCULATION EQUIVALENT HORIZONTAL PIPE LENGTH 2O19 CPC APPENDIX A 3/4"CW LINE UP INTO ELECT. MARK FIXTURE QTY GPH TOTAL GPH MARK DESCRIPTION QTY FU EACH FU TOTAL SPACE.INSTALL SOV TNKIFHB-1 TAP TO METER 10 FT IN RISER 3/4"0 ATER WASTE WATER WASTE WATER 3/4" 3 EATER W I N S T O N ENGINEERING I N C METER TO LAST FIXTURE 41 FT BS-1 BREAK SINK - 5 5 TWHA WC-1 WATER CLOSET 2 4 2.5 8 5 VERTICAL RISE 10 FT SH-1 SHOWER 1 15 15 L-1 LAVATORY 2 1 1 2 2 A 3/4"0 VALVES AND FITTINGS 5FT BS-1 BREAKSINK 1 1 1 1 1 7 3/4"0 FDA FLOOR DRAIN 2 2 - 4 - WC- 5 EQUIVALENT TOTAL LENGTH 66 FT L-1 LAVATORY 1 5 5 P20 RPBFP SH1 1/2" ( 112" 1 1/2 P2.0(Typ) 1/2" kUA 1/2"SOV PSI LOSS TOTALS = 25 GPH 0.42 GPM SH-1 SHOWER 1 2 4 2 4 1/2 RISE 1 O'x 0.43 4.3 PSI 1/2" R-1/2'w R.R. (GPM x 60°F RISE x 500)/3412=KWH HB-1 HOSE BIBB 1 - 2.5 - 2.5 L 1 1%2"O FDA 23905 Clinton Keith Rd 114-381 (E)3/4"WATER METER 1.0 PSI (0.42 GPM x60°F RISE x 500)/3412=3.69 KWH OFFICE a ,Fp-1 OFFICE Wildomar,Ca 92595 3"SEWER REQUIRED TOTALS 17 14.5 1�2 1 WC-1 951-902-6600 3.69 KWH REQUIRED/5 KWH SPECIFIED 'LAST FIXTURE 25 PSI EQUIVALENT WATER FLOW RATE= 11GPM ____ lnfo@WinstonEngineeringLLC.com 1/2"�_ RPBFP 12 PSI �- www.WinstonEngineeringLLC.com HOT WATER PIPE INSULATION 3/4"SERVICE WATER REQUIRED CHART A103.1 m 2 TOTAL PSI LOSS 42.3 PSI m TP-1 P2.0 BUILDING GPM&PSI DIFFERENCE PIPE DIAMETER INSULATION THICKNESS °I I (TYP) STREET PRESSURE(HIGH/LOW) 60 1/2" 1/2" PIPE SIZING TABLE I 1 IZV@rf ESS/C TOTAL PSI LOSS 42.3 PSI SIZE MAX CW FU MAX HW FU Q�O C_ -� PSI DIFFERENCE 17.7 PSI 3/4" 3/4" B-1 (8 FT/S MAX) (5 FT/S MAX) LO B B_Y _ _ _ _ _ _ _ WATER FLOW RATE 11 GPM 1,. 1. 1/2" 6 3 1 - - 1 "�1/2� - - W ��r GT ALLOWABLE PSI DROP P2.0 cc 35561 O 1-1/4"THRU 2" 2" 14" 16 & OFFICE (TYP) 3/8"CW LINE TO 1 17.7 PSI DIFFERENCE x 100 =26.8 MAX ALLOWABLE PSI REFRIGERATO .� 66 FT TOTAL LENGTH DROP 3//4CW REQUIRED PE tsr�EA J'J� C HAW Cr rF0;CAC4 t1F�Q� PIPE MATERIAL SCHEDULE SYMBOLS AND ABBREVIATIONS 1. SANITARY SEWER,GREASE WASTE,VENT,AND DOMESTIC COLD WATER PLUMBING STRRM DRAIN BELOW GRADE: - PROJECT NAME: A. PIPE:ABS SOLID WALL SCHEDULE 40 ATSM DOMESTIC HOT WATER PLUMBING D 2661 B. FITTINGS:ABS SOCKET FITTINGS,ATSM D, VENT PLUMBING 2661 MADE TO ATSM D 3311 C. ABS SOLVENT CEMENT SANITARY/WASTE PLUMBING 2. SANITARY SEWER,GREASE WASTE,VENT,AND STORM DRAIN ABOVE GRADE RIVERA TOWING A SERVICE WEIGHT CAST CISP30RONPER WCO WALL CLEANOUT PATIO 4,ASMA88 LAKE ELSINORE B. FITTINGS:NO HUB CAST IRON PER ATSM A888 VTR VENT TO ROOF C. JOINTS:BAND TYPE STAINLESS STEEL COUPLINGS CONFORMING TO ASTM SOV SHUT OFF VALVE C-1540 HAVING MINIMUM SHIELD n CW &HW PLUMBING PLAN THICKNESS OF 31 GAUGE WITH U 1/4"=1'-0" NEOPRENE SEALING SLEEVE TYP (TYP) TYPICAL DETAIL CALLOUT CONFORMING TO ASTM C-564 3. DOMESTIC WATER BELOW GRADE: PIPE UP TANKLESS 3"W OUT TO CITY MAIN. A. PIPE:TYPE K SOFT COOPER TUBE, D WATER REFER TO CIVIL PLANS FOR ANNEALED TEMPER,ASTM B88 HEATER CONTINUATION B. FITTINGS:WROUGHT COPPER,ANSI B16.22 C PIPE DOWN U PROJECT ADDRESS: C. JOINTS:BRAZED JOINT 4. DOMESTIC WATERABOVE GRADE /1 A. PIPE:TYPE L HARD DRAWN COPPER,ASTM BOTTOM CONNECTION B88 i 2"VUPT0 WC1 f�- 1146 W. FLINT ST., B. FITTINGS:WROUGHT COPPER,ANSI B16.22 ROOF r 1-1/2" LAKE ELSINORE, C. JOINTS:95%-5%TIN-ANTIMONY LEAD FREE /� TOP CONNECTION 2" 2"o 3"0 SOLDER. SH-1 a. 2. CA 92530 z _ 2.R. PLUMBING FIXTURE SCHEDULE OFFICE FD �2 3 F0.1 P2.0 (TYP) OFFICE 2"0 o WC-1 ROUGH-IN SIZE MARK FIXTURE REMARKS WCO s/W V CW HW P2.0 (Typ) PROJECT#: 396-1 L-1 LAVATORY 1-1/2" 1-112" 1/2" 1/2" WALL-MOUNT LAVATORY AMERICAN STANDARD"LUCERNE"MODEL#0356.421 WHITE,POWERS MODEL#115A5'TEMP-TAP"THERMOSTATIC FAUCET 2"VTR P2.0 (WALL MOUNT) (FAUCET COMES PRE-SET To 105°F-THE P.C.MUST ADJUST THE TEMPERATURE LIMIT STOP TO 110°F)STOPS AND CHECKS,INSTALL WITH BRASSCRAFT -1 112" REVISION SCHEDULE 1/2"BRAIDED FLEX SUPPLIES,1/4 TURN ANGLE STOPS AND CHROME PLATED ONE PIECE ESCUTCHEONS.GRID STRAINER WITH CHROME PLATED P- TRAP,CHROME PLATED TRAP-ARM,AND CHROME PLATED ESCUTCHEON.P-TRAP AND WATER SUPPLIES SHALL BE WRAPPED WITH TRUEBRO ISSUE DATE LAVGUARD#102. \ PROGRESS SET - WC-1 WATER CLOSET 3" 2" 1/2" _ FLOOR MOUNTED TANK TYPE AMERICAN STANDARD"CADET',MODEL#215CA.104 WHITE ELONGATED 1.28 GPF TOILET,OPEN FRONT SEAT(NO COVER), (FLUSH TANK) TRIP LEVEL ON OPEN SIDE OF TOILET.INSTALL WITH BRASSCRAFT BRAIDED FLEXIBLE SUPPLY&114 TURN ANGLE STOP,CHROME PLATED ESCUTCHEON. LOBBY TP-1 TRAP PRIMER - - 1/2" - LEAD-FREE,SANI GUARD AUTOMATIC TRAP PRIMER,ALL BRONZE BODY W/INTEGRAL VACUUM BREAKER.MN:ZURN Z1022-XL BS 1 1-1/2"V UP TO -WCO WCO WALL CLEANOUT LINE - - - ZURN#1443 SQUARE WALL CLEANOUT,DURA-COATED CAST IRON BODY,GAS AND WATER TIGHT TAPERED THREAD PLUG AND NICKLE BRONZE ROOF SIZED SECURED SQUARE,SMOOTH WALL ACCESS COVER AND FRAME OFFICE FD-1 FLOOR DRAIN 2" 2" _ _ ZURN#415 TYPES'STRAINER,5"SQUARE NICKEL BRONZE GRATE,CAST IRON BODY,CONVERTIBLE MEMBRANE CLAMP,ADJUSTABLE COLLAR(TRAP BREAK PRIMER CONNECTION IF SHOWN ON THE PLAN). TWH-1 TANKLESS WATER - - 3/4" 3/4" AO SMITH ELECTRIC TANKLESS WATER HEATER,240 V,14KW,1.6 GPM @ 60°F RISE MN:R2VA-140E HEATER Lu C�/ BS-1 BREAK SINK 1-1/2" 1-1/2" 1/2" 1/2" ELKAY MODEL#LRAD2022 LSUTERTONE,SINGLE BOWL SINK,STAINLESS STEEL#18 GA.,19-1/2"x22"x6"DEEP,TOP MOUNT,BOWL AND FAUCET DECK RECESSED,WITH AMERICAN STANDARD 6409.180 TWO HANFLE TOP MOUNT FAUCET WITH RIGID/SWIVEL 8"GOOSENECK SPOUT.ADA COMPLIANT,1.5 GPM MAX PATIO F Pi 00 n W AND V PLUMBING PLAN APPROVAL PLUMBING FLOOR PLANS AND Riverside County Fire Department Office of the Fire Marshal SCHEDULES BY: FSS KEVIN SHIN 10/26/2021 Copy Protection The 1pPrw11 of plans and apl-tu ns does not permit the violatlon,deletion,amisaion or faltylnaralladonofany Th angdmenitsgepre�rllEt/a > �MII1Mt �l�df[he requirlmentset Title 24 or any LocalONinancea.Canatructian m ! r sM1all remain accessible antl exposetl for inspection purposes r.No rt shall be used in until approvetl by the Flre OepadmenL engine! p 9WN9blf@u@ KOSIOIDNr ection w' t othZM j11E��ci6c project forwhtch the �heFthe engineer.Via ®it�^gar$.+'t�BS$�,9t{pl:ificagons shall constitute evidence o acceptance o t ese reset bons, Submittal of documents to publichall not be considered water of Engineer. STRAINER FINISHED FLOOR HANGERS AND SUPPORT HANGER ROD SIZE (2019 CPC TABLE 313.3) TABLE 313.6 PIPE AND TUBE ROD SIZE PIPE TYPES OF HORIZONTAL VERTICAL SIZE TYPICAL HANGER RODS SEE MATERIAL JOINTS INCHES INCHES W I N S T O N E E E R I N G I T C TABLE 1 CAST-IRON SHIELDED UNLESS OVER 4' BASE AND EACH 1/2-4 3/8' HUBLESS COUPLING THEN SUPPORT EACH FLOORAMAXIMUM 5-8 3/8" JOINT OF 1610-12 3/8" COPPER SOLDERED 1-1/2"AND SMALLER EACH FLOOR NOT TUBE AND OR BRAZED 6'-2"AND LARGER, TO EXCEED 10' PIPE 10, SUPPORT AT STEEL PIPE THREADED 1/2",6;3/4"AND 1". 1/2",6';3/4"AND 1 CAULK THIS POINT FOR GAS OR WELDED 8,1-1/4"&LARGER, 8;1-1/4"&LARGER, 10, EVERY FLOOR NOTES: 23905 Clinton Keith Rd 114-381 1. SUPPORT ADJACENT TO JOINT,NOT TO EXCEED 18"(457 MM) INSULATION SHIELD 16"GA W ildomar,Ca 92595 2. BRACE NOT TO EXCEED 40'(12,192 MM)INTERVALS TO PREVENT GALVANIZED 12"LG MIN HORIZONTAL MOVEMENT. 951-902-6600 3. SUPPORT AT EACH HORIZONTAL BRANCH CONNECTIONS. CLEVIS TYPE HANGER lnfo@WinstonEngineeringLLC.com 4. HANGERS SHALL NOT BE PLACED ON THE COUPLING FACTORY PAINTED 5. VERTICAL WATER LINES SHALL BE PERMITTED TO BE SUPPORTED www.WinstonEngineeringLLC.com IN ACCORDANCE WITH RECOGNIZED ENGINEERING PRINCIPLES WITH REGARD TO EXPANSION AND CONTRACTION,WHERE FIRST INSULATED INSERT, TYPICAL, APPROVED BY THE AUTHORITY HAVING JURISDICTION AS SPECIFIED AS SPECIFIFIED DEEP SEAL"P"TRAP PIPE HANGER DETAILNTS Q�oe�afEa�Qti� P12 FLOOR DRAIN 1 P1 PIPE HANGER DETAIL cc C] Z NT NTS 35561 0 S 0 r1 C CkAN�G INSTALLATIONWALL I TO COMPLY c Of CA�IIF� A..PROVIDE SUPPORT BLOCKS TO PREVENT FLANGE DAMAGE(3"&LARGER). MAY EXTEND AS A COLD WATER HEADER 1/2"COLD WATER SUPPLY TO B.CURB STOP AND BOX. TRAP PRIMER WASTE OR VENT LINE C.METER(EXISTING) ACCESS PANEL D NO HUB MAY BE USED. D.REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY, PRIMER 5"DIMENSION LINESIZE WILKINS MODEL 975XL2 LEAD FREE 3/4".SEE PLAN FOR LINE SIZE, PROJECT NAME: E.30"MAX.,12"MIN, SINGLE SUPPLY TUBE SS-8 F.PROTECTIVE ENCLOSURE,HEAVY GAUGE METAL PRIME AND PAINTED. INSTALLATION DIMENSION 16 318" G.if MIN. DISTRIBUTION UNIT FOR H.24"MIN. A MULTIPLE CONNECTIONS TRAP PRIMER VALVE I.24"DEEP GRAVEL, WHERE APPLICABLE PRECISION PLUMBING PRODUCTS"PPP", WALL COVER AND FINISHED FLOOR VENT LINE AUTOMATIC TRAP PRIMER MODEL#PR-500 R I V E RA TOWING c SCREW LAKE ELSINORE N1, T B - ESHATI BErz PLUGGED TEE WITH SLORE1 va ow�aaos FIilFOR o NEomaeo FLOW CLEANOUT cKaTs as n 1/8"C.I.BEND NO CONNECTIONS BETWEEN THE METER AND RP BFP THRUST BALANCE OF PIPING SAME AS BLOCK, CLEANOUT TO FLOOR SEE DETAIL FLOOR DRAIN OR FLOOR SINK TRAP MINIMUM 1/2"FLOOR DRAIN TRAP MAKE-UP WATER LINE(SEE DETAIL NOTE#1) PROJECT ADDRESS: B C 1146 W. FLINT ST., LAKE ELSINORE, FLOW � / TLow �P2 TRAP PRIMER AND FLOOR DRAINTRAP PRIMER AND FLOOR DRAIN J/ n P4 WALL CLEANOUT NTS CA 92530 D NTS NO CROSS CONNECTION BETWEEN METER AND RP REP ASSEMBLY FLASHING ANDU ROOF BY ROOFING NG VENT THRU ROOF IS BY ROOFING SUPPLY FITTING WITH CONTLAVATORY(HAND SINK) CONTRACTOR TOCOORDINATPLUMBING PROJECT#: 396-1 �P13 RPBFP INSTALLATIONRPBFP INSTALLATION O.S GPM AERATOR NTS PROVIDE PENETRATION-FLASHINGLL MINIMUM 12"ABOVE ROOF NORMALLY. BOOT WHERE SHOWN IN PLAN) EXTEND TO HEIGHT OF PARAPET WHEN REVISION SCHEDULE WITHIN IO'OF PARAPET I � ISSUE DATE ROOF INBUTATION II PROGRESS SET - II II ROOF DECK TEMPERED WATER ANCHOR PIPE TO ROOF DECK WITH COMPRESSION TEE U-BOLT AROUND PIPE AND ANGLE IRON CORE DRILL ROOF OR PROVIDE SLEEVE WELDED OR SCREWED TO ROOF DECK IF REQUIRED BV TYPE OF ROOF DECK. OR JOIST. WATTS#L111 PROVIDE FIRE STOP SEAL BETWEEN THERMOSTATIC MIXING PIPE AND SLEEVE OR DECK MINIMUM 12"BELOW ROOF VALVE COLD WATER ANGLE STOP PROVIDE PIPE INCREASER ERE CODE REQUIRES A MINIMUMM 3"V 3"VENT NO HUB PIPE CONNECTORS THRU ROOF ON CAST IRON PIPE OR BELL HOT WATER ANGLE AND SPIGOT IF PVC STOP TRAP ASSEMBLY REFER TO PLANS FOR VTR PIPE SIZES AND LOCATIONS.LOCATE VTR MINIMUM THREE FEET FROM PROPERTY LINE,OR TEN FEET HORIZONTAL OR THREE FEET VERTICAL ABOVE ANY BUILDING OPENING OR FRESH AIR INTAKE,OR ONEFOOT FROM ANY VERTICAL SURFACE.LOCATE VTR MINIMUM 18"FROM PARAPET, EXPANSION JOINT,EQUIPMENT CURS,ETC.OFFSET IN CEILING SPACE WHERE REQUIRED TO MEET THESE CONDITIONS. �P7 LAVATORY INSTALLATION LAVATORY INSTALLATION �P3 VENT TO ROOF TO ROOF ANTS � NTS P200 PLUMBING DETAILS APPROVAL Riverside County Fire Deperbnenl Office of the Fire Marshal BY; FSSKEVINSHIN Copy Protection 10/26/2021 These drawings an�'9ljgyi(iagyjdeas��¢o The approvaI d pi.ns and ap.cificali.na d..s nM p..it th. angements repre I l�df the violation,delatian,omission.—Ity installation of any engine r.No part shall be WNJ0IN@u@ 10081�3Nr used in re„uirements of Tme 24pr any Local Ortl'man II,Conshud- connection w' loth I fie project all re sNrb dntl exppsetl for inspection puNoses „ �i until approves by lM1e Fire oepariment or . ' the �heFthe 9 .Vis Tint ^gar$u+'lt}85$�,9f{pkificagons shall constitute evidence o acceptance o t ese rests i Submittal of documents to public�9ye�hall not be considered waiver of Engineer. ElMrim l:eheer a BecwE GENERAL NOTES ABBREVIATIONS SYMBOLS WINSTON E�G�EERING LLC 1. PROVIDE ALL MATERIALS AND LABOR AS REQUIRED TO ACHIEVE A COMPLETE AND OPERATING SYSTEM. 3PL THIRD PARTY LOGISTICS POWER OUTLETS LIGHTING AC AIRCONDITIONING 2. COORDINATE AND OBTAIN APPROVALS FROM ALL RESPECTIVE UTILITY COMPANIES AS REQUIRED FOR A COMPLETE AND OPERATING INSTALLATION. ACC ACCESSIBLE FLOOR WALL CEILING FLOOR WALL CEILING ACT ACOUSTICAL CEILING TILE ADJ ADJUSTABLE DUPLEX-NON 23905 Clinton Keith Rd 114-381 3. INSTALL a.USE ELECTRIC MEMALIAC TUBE OCONDUIT IN ALL AREAS PROTECTED ABOVE CEILING OR IN WALLS. AHJ AU HORITI SWS: AFF ABOVEHED HAVING JURISDICTION FLOOR ® ® CONTROL O RECESSED DOWNLIGHT Wildomar,Ca 92595 b.USE RIGID GALVANIZED STEEL IN ALL AREAS EXPOSED TO WEATHER OR PHYSICAL DAMAGE, AMP AMPERE QUADRUPLEX-NON 951-902-6600 c.USE FLEXIBLE METALLIC CONDUIT ONLY IN AREAS AS PERMITTED BY LOCAL CODE AUTHORITY,USE SEAL-TITE IN AREAS EXPOSED TO WEATHER. APR ARCHITECT OF RECORD ® CONTROL 0 X4 SURFACE MOUNTED LIGHT Info@Winston EngineeringLLC.com APPROX APPROXIMATE d.USE COMPRESSION TYPE FITTINGS FOR ELECTRICAL METALLIC TUBING WHERE UTILIZED. w BPH BACK OF HOUSE ® DUPLEX-VOICE-DATA ww.WinstonEngineeringLLC.com e.USE P.V.C.CONDUIT UNDERGROUND WITH CODE SIZED GROUND. CONDUIT RISERS AND STUBS ABOVE GRADE SHALL BE I.M.C.WITH HALF-LAPPED TAPE COVERING OR P.V.C.COATING. BLDG BUILDING 2X4 SURFACE MOUNTED LIGHT f. THE USE OF ROMEX OR BX IS NOT PERMITTED. CAB CABINET GFCI DUPLEX CKT CIRCUIT 4. ALL NEW WIRING SHALL BE COPPER TYPE"THHN/THWN"-U.O.N.. CLG CEILING CENTERLINE ® SIMPLEX 4FT WALL MOUNTED LIGHT AROFE /O CLR CLEAR OR CLEARANCE /I [ `� W'AS 5. ALL CEILING MOUNTED ELECTRICAL DEVICES AND/OR EQUIPMENT SHALL BE SUPPORTED FROM THE CEILING GRID,NOT FROM CEILING TILE. COL COLUMN r` COMP COMPARTMENT 0 6. ALL FIXTURE,DEVICE,ETC...LOCATIONS SHALL BE VERIFIED WITH ARCH.DRAWINGS AS WELL AS EQUIPMENT SUPPLIER REQUIREMENTS PRIOR TO ANY ROUGHT-IN WORK. CON EMERGENCY DUPLEX ST CONSTRUCTION REM "o"j EM 1X4 EMERGENCY LIGHT CONT CONTINUOUS CTR CENTER 2 7. ALL H ING FIXTURES SHALL BE MOUNTED AND SUPPORTED IN ACCORDANCE WITH OSHA STANDARDS, Cw COLD WATER EM EMERGENCY QUADRUPLEX Q m CWF COLD WATER FILTERED Q 2X4 EMERGENCY LIGHT No.E-20881 m TH 2O19 ALIFORNIA ELECTRICAL CODE,AND THE CALIFORNIA ENERGY CODE. Cx COMMISSIONING EM CXA COMMISSIONING AGENT QEM EMERGENCY SIMPLEX - 8. CONTRACTOR SHALL PROVIDE LIGHTING FICTURE MOUNTING KITS AS REQUIRED TO SUIT THE EXACT TYPE OF CEILING TO WHICH THEY ARE MOUNTED. DEG DEGREES 2X4 RECESSED LIGHT 9 CONNECTHESE TED TO.CONTRACTOR SHALL IINSWING ARE DIAGRAMMATIC DTALLALL CONDUIT,INTENTRESENT THE BOXES,ETC...AS REQUIRED FOR A COMPLETE AND OPERATING SYSTEPMENT,DEVICES,ETC...TO BE CONNECTED AND THE M ITS TO WHICH THEY ARE TO BE DET DETAIL o sP DISPENSER �CTR DIAMETER COUNTERTOP DUPLEX OF CA�\�O� DIM DIMENSION ® EXIT SIGN 1 FACE ,�` 10. ALL EXTERIOR EQUIPMENT SHALL BE WEATHERPROOF. DM DESIGN MANAGER G ISOLATED GROUND DUPLEX ON DOWN CEILING MOUNTED,U.O.N. Y1 11. ALL WORK SHALL COMPLY WITH THE 2019 CALIFORNIA ELECTRICAL CODE AND THE 2019 CALIFORNIA ENERGY CODE. DWG(S) DRAWING($) CR EXIT SIGN 1 FACE LEFT ARROW PROJECT NAME: CONTROLLED DUPLEX RECEPTACLE ® CEILING MOUNTED,U.O.N. EA EACH EC ELECTRICAL CONTRACTOR 12. ALL EQUIPMENT SHALL BE NEW AND BEAR A"UL"LABEL-U.O.N.. EG EXHAUST GRILLE q)NEMA XXX SINGLE NEMA OUTLET EL ELEVAT ION SWITCHES/CONTROLS 13. CONTRACTOR SHALL SECURE AND PAY FOR ALL NECESSARY BUILDING PERMITS. ELEC ELECTR CAL �XP EXPLOSION PROOF DUPLEX EM EMERGENCY RIVERA TOWING EQ EQUAL mXP FLOOR WALL CEILING 14. COMPLETE ELECTRICAL INSTALLATION SHALL BE GUARANTEED IN WRITING FOR A PERIOD OF(1)YEAR-U.O.N.. EQUIP EQUIPMENT 7 EXPLOSION PROOF SIMPLEX $T LIGHTSWITCH-TIMEOPERATED LAKE E LS I N ORE EXIST OR(E)EXISTING LIGHT SWITCH-SINGLE POLE 15. CONTRACTOR SHALL INCLUDE IN BID-COSTS FOR ALL HVAC CONTROL COMPONENTS,CONDUITS,DEVICES,ETC...AS DEEMED NECESSARY FOR A COMPLETE AND OPERATING ExT EXTERIOR SPLIT WIRE HVAC SYSTEM.REFER TO MECHANICAL DRAWINGS,DIAGRAMS AND SPECS FOR THOSE ITEMS REQUIRED UNDER THE ELECTRICAL SECTION OF THIS CONTRACT. $D LIGHT SWITCH-DIMMABLE SINGLE POLE FC FIXTURE CONTRACTOR/INSTALLER TR TAMPER RESISTANT 16. CONTRACTOR SHALL VISIT SITE PRIOR TO BID DATE,TO VERIFY ALL EXISTING CONDITIONS TO BE ENCOUNTERED IN THE INSTALLATION OF ALL NEW EQUIPMENT,FIXTURE DEVICES, FCO FLOOR CLEANOUT LIGHT SWITCH-DIMMABLE THREE WAY FEEDERS,ETC...EXACT INSTALLATION METHOD AND REQUIREMENTS SHALL BE VERIFIED AND DETERMINED PRIOR TO BID DATE.CONTRACTORS SHALL IMMEDIATELY NOTIFY FFD&E FLOOR UDRAI FIXTURE AND EQUIPMENT Ns HEIGHT N NON NDARDITH C ERIFYITECT MOUNTING $3D LOCATIONS)ONTROL IN TWO ELECTRICAL ENGINEER OF ANY REQUIRED MODIFICATIONS WHICH ARE NOT SHOWN ON THESE DRAWINGS.SUBMITTAL OF BID INDICATES CONTRACTIOR IS COGNIZANT OF ALL JOB F&I FURNISH AND INSTALL CR® OCR CONTROLLED DUPLEX/QUAD RECEPTACLE COMMERCIAL SITE CONDITIONS AND WORK TO BE PREFORMED. FIN FINISH FLR FLOOR $K LIGHT SWITCH-KEY OPERATED FOH FRONT OF HOUSE TELECOM 17. ALL EQUIPMENT ELECTRICAL CHARACTERISTICS,NEMA CONFIGURATION,LOCATIONS,AND CONNECTION REQUIREMENTS SHALL BE VERIFIED PRIOR TO ANY ROUGH-IN WORK. FRP FIBERGLAS REINFORCED PANEL LIGHTSWITCH- PROJECT ADDRESS: FS FLOORSINK FLOOR WALL CEILING $P WITH 18. CONTRACTOR SHALL FURNISH THE FOLLOWING SHOP DRAWINGS FOR PRIOR APPROVAL: FT FOOT OR FEET PILOT LIGHT a.ALL SUBMITTED LIGHT FIXTURES. GC GENERAL CONTRACTOR . ® VOICEOUTLETWITHVC.O. $TO SWITCH-WITH THERMAL OVERLOAD 1146 W. FLINT ST, b.ALL ELECTRICAL SEVICE EQUIPMENT,DISTRIBUTION EQUIPMENT AND PANELBOARDS. GFCI GROUND FAULT CIRCUIT INTERRUPTER c.OTHER ITEMS AS SPECIFICALLY INDICATED. GND GROUND $L LIGHT SWITCH-LOW VOLTAGE LAKE ELSINORE, HC HOLLOW CORE NZ Q ® DATA OUTLET WITHVC.O. AV CA 92530 19. COMPLETE ELECTRICAL SYSTEM SHALL BE GROUNDED IN ACCORDANCE WITH THE PRESENTLY ADOPTED EDITION OF THE CALIFORNIA ELECTRICAL CODE(CEC). How HARDWARE 1bSD LIGHTSWITCH-DIMMABLE OCCUPANCY SENSOR HIM HOLLOW METAL ® VOICE-DATA WITH I"C.O. Q DIMMER 20. PENETRATIONS OF ALL FIRE RATED WALLS OR CEILINGS SHALL BE FIRE RATED IN ACCORDANCE WITH ALL LOCAL AND NATIONAL CODES. HPRIZ HORIZONTAL HR HOUR JZ IV HS HAND SINK CR CARD READER OS 21. PROVIDE RIVETED ON ENGRAVED PLASTIC NAMEPLATES(BLACK WITH WHITE LETTERS)FOR ALL MAJOR ELECTRICAL EQUIPMENT. HT HEIGHT [� os OCCUPANCY SENSOR HVAC HEATING,VENTILATING AND AIR CONDITIONING 22. PROVIDE THE OWNER WOTH ONE SET OF ELECTRICAL"AS-BUILTS"AT THE COMPLETION OF THE JOB. HW HOT WATER PROJECT#: 396-1 gG EMERGENCY BREAK GLASS PC PHOTOCELL ID INSIDE DIAMETER 23. ALL DEVICES MOUNTED BACK TO BACK ON THE FIRE RATED WALL SHALL BE MOUNTED WITH 24"MINIMUM HORIZONTAL OFFSET. REVISION SCHEDULE LC LICENSEE pg PUSHBUTTON PP OCCUPANCY SENSOR POWER PACK LANDLORD0 ISSUE DATE 24. THE EXISTING CONDITIONS SHOWN ARE FROM AVAILABLE RECORD DRAWINGS AND SHOWN FOR REFERENCE ONLY.CONTRACTOR SHALL VERIFY ACTUAL EXISTING CONDITIONS v OW VOLTAGE /2021 /04 AT SITE PRIOR TO SUBMITTING BID.ALL DEMOLITION,ALTERATION,EXTENTION,RELOCATION,REHABILITATION WORK SHALL BE INCLUDED IN CONTRACT.NO ADDITIONAL �I �s SPEAKER-AV oR OVERRIDE SWITCH Q PLAN CHECK 1 INITIAL RELEASE 006/04/2021 ALLOWANCE OR CHARGE ORDERS WILL BE ACCEPTED. MAX MAXIMUM Y MC MECHANICAL CONTRACTOR MECH MECHANICAL WIRING ELECTRICAL PUSH BUTTON 25. CONTRACTOR IS RESPONSIBLE TO RELOCATE OR REMOVE FROM WALLS,CEILINGS,FLOOR SPACES,ETC.ANY EXISTING CONDUITS,WIRES,BOXES,FITTINGS,FIXTURES OR MEP MECHANICAL,ELECTRICAL AND PLUMBING OTHER ELECTRICAL EQUIPMENT WHICH INTERFERES WITH TENANT IMPROVEMENT WORK.PROVIDE CIRCUIT CONTINUATION REQUIRED FOR ALL EXISTING OUTLETS,FIXTURES, MFR MANUFACTURER MIN MINIMUM 3/4"CONDUITWITH2#12WIRES, SINGLE LINE DIAGRAM EQUIPMENT,ETC.SCHEDULED TO REMAIN. MS MOP SINK UON. GROUND WIRE NOT SHOWN. CIRCUIT BREAKER SWITCH 26. LOCATION OF OUTLET SHOWN IS APPROXIMATE ONLY AND OUTLET MAY BE MOVED TO SUIT EQUIPMENT LAYOUT.COORDINATE WITH ARCHITECT AND/OR TENAT REPRESENTATIVES NIC NOT IN CONTRACT 3/4'.CONDUIT WITH 3#12 WIRES, FOR EXACT LOCATION. UON. CA OVERALL GROUND WIRE NOT SHOWN. FUSE-INLINE 27. PANELBOARDS SHALL BE PROVIDED WITH TYPEWRITTEN PANEL SCHEDULE MOUNTED INSIDE EACH PANEL AND ENGRAVED PRIMARY/SECONDARY PANEL LABELS FROM OC ON CENTER 3/4"CONDUIT WITH 4#12 WIRES, _� FUSE SWITCH SWITCHBOARD OD OUTSIDE DIAMETER dH UON. PC PHOTOCELL GROUND WIRE NOT SHOWN. FUSED-SWITCH BUS PLUG 28. VERIFY ALL DISCONNECT SWITCHES,FUSE SIZES AND TYPES WITH MECHANICAL EQUIPMENT MANUFACTURER PRIOR TO INSTALLATION. PD PRODUCTION DESIGNER iLA 135 CONDUIT HOMERUN TO PANEL BOARD CIRCUIT BREAKER-ENCLOSED PDM PROJECT DEVELOPMENT MANAGER .W iLA WITH CIRCUIT 1,3,5 29. A SEPARATE GROUNDING CONDUCTOR SHALL BE RUN IN ALL NON METALLIC CONDUIT RUNS. P PLASTIC LAMINATE POS POINT OF SALE ] CAPPED CONDUIT 30. ALL ELECTRICAL DEVICES SHOWN WITH(E)ARE EXISTING TO REMAIN AND(N)ARE NEW. R RADIUS GROUND FAULT RELAY REF REFERENCE CONDUIT RUN UNDERGROUND OR GFR 31. THE UNGROUNDED AND GROUNDED CONDUCTORS OF EACH MULTI-WIRE BRANCH CIRCUIT SHALL BE GROUPED BY WIRE TIES OR SIMILAR MEANS IN AT LEAST ONE LOCATION REQ('D) REQUIRE(D) --- UNDER REV REVISION THE FLOOR SLAB WITHIN THE PANELBOARD OR OTHER POINT OF ORIGINATION.PROVIDE APPROVED HANDLE TIE AT CIRCUIT BREAKER AS REQUIRED. RG RETURN GRILLE RND ROUND CONDUIT TURNING DOWN AMMETER 32. ELECTRICAL RECEPTACLE OUTLETS AND SWITCHES,INCLUDING COMMUNICATION SYSTEM RECEPTACLES,SHALL BE LOCATED NOT LESS THAN 15"MEASURED TO THE BOTTOM RT ROOFTOP A OF THE BOX OR MORE THAN 48"MEASURED TO THE TOP OF THE BOX A.F.F. SC SOLID CORE SF SQUARE FEET CONDUIT TURNING UP O DIGITAL METER U.O.N. 33. PROVIDE GROUND CONDUCTOR IN ALL FEEDER AND BRANCH CIRCUITS,SIZED PER CODE,UNLESS OTHERWISE INDICATED. SHT SHEET SIM SIMILAR SPEC SPECIFICATION CONDUIT BREAK ulu TRANSFORMER-DELTA WYE-GROUNDED 34. ALL PANELS,SWITCHES,ETC.SHALL HAVE SUFFICIENT GUTTER SPACE AND LUGS TO ACCOMMODATE CONDUCTORS SHOWN.ALL PANELBOARDS SHALL BE EQUIPPED WITH SO SQUARE ^Y^ BOLT-ON CIRCUIT BREAKERS PER PANEL SCHEDULE. SST STAINLESS STEEL - SUSP SUSPENDED 35. ELECTRICAL EQUIPMENT AND MATERIALS SHALL BE FASTENED TO STRUCTURE SO AS TO RESIST MOVEMENT DUE TO SEISMIC FORCES.REQUIREMENTS SHALL BE AS SPECIFIED TEL TELEPHONE XX CC BY THE STATE OF CALIFORNIA AND LOCAL CODES AND ORDINANCES. TEMP TEMPORARY PANEL TW TEMPERED WATER )00= 36. THE FEEDER LENGTHS SHOWN ON DRAWINGS ARE APPROXIMATE AND FOR VOLTAGE DROP CALCULATIONS.CONTRACTOR SHALL FIELD-VERIFY THE EXTENT OF THE WORK UNDER TYP TYPICAL WHICH HE WILL BE OBLIGATED TO OPERATE IN PERFORMING HIS CONTRACT. UC UNDERCOUNTER ION UNLESS OTHERWISE NOTED 37. WINSTON ENGINEERING INC DOES NOT DETERMINE THE MAKE OR MODEL OF ANY EQUIPMENT U.O.N. VD VENDOR DIRECT VERT VERTICAL VIF VERIFY IN FIELD W SANITARY WASTE WH WATERHEATER WP WEATHERPROOF FIRE LIFE SAFETY NOTES WCQ WALLCLEANOUT UNDER DESIGN/BUILD FIRE/LIFE SAFETY CONTRACTOR SHALL INVESTIGATE THE EXTENT OF REQUIRED SCOPE OF WORK WITH FIRE MARSHAL AND OTHER AUTHORITIES HAVING f o the PLAN CHECK AND INSPECTION AUTHORITIES AND PROVIDE AND SUBMIT FIRE/LIFE SAFETY(FIRE ALARM SYSTEM)CONSTRUCTION DOCUMENTS TO AHJ.APPROVAL SHALL BE APPROVAL Ri Brame OBTAINED PRIOR TO THE INSTALLATION OF THE SYSTEM. off-of tho Fire oepanmem Fire Marshal CONTRACTOR SHALL PROVIDE AS PART OF FIRE ALARM SYSTEM: BY: FSS KEVIN SHIN 10/26/2021 CONSTRUCTION DOCUMENT AND SHOP DRAWINGS,EQUIPMENT LIST WITH CSFM LISTING NUMBERS. TTeappmrel or plaaa a"a:pe iecaroaa aoea et permir ma "land",aeleno",om�::�oa-Wo metauaro or a"y SYSTEM SHALL BE PEER TO PEER NETWORK CAPABLE AND MICROPROCESSOR BASED. regao-eme"in"rune bl Illy coal fo,nopea.cebaoam mall remain acceea�ble aye exposed mr mape-b­.­ ­1 app.ed by the Fire Depanment. COORDINATE WITH MECHANICAL,PLUMBING AND FIRE PROTECTION SYSTEM DRAWINGS FOR ALL REQUIRED FIRE ALARM DEVICES UNDER MECHANICAL,PLUMBING&FIRE PROTECTION AND PROVIDE INTERCONNECTING WIRING FOR A COMPLETE WORKING SYSTEM. E 1 00 COORDINATE WITH ELEVATOR CONSULTANT FOR ALL REQUIRED FIRE ALARM SYSTEM DEVICES. FIRE ALARM&SECURITY SYSTEMS: SCOPE OF WORK FIRE ALARMS AND SECURITY SYSTEMS ARE NOT PART OF THIS CONTRACT. DESIGN-BUILD CONTRACTOR WILL SUBMIT AS SEPERATE PERMIT FOR APPROVAL NEW OFFICE BUILDING FOR TOWING COMPANY SHEET NO. SHEET TITLE 1.POWER PLAN E1.0 GENERAL NOTES 2.LIGHTING PLAN E2.1 LIGHTING GENERAL NOTES 3.SINGLE LINE DIAGRAM E2.2 DAYLIGHT HARVESTING 4.PANEL SCHEDULE E2.3 LIGHTING CONTROLS&DETAILS 5.TITLE 24 E2.4 TITLE 24 LIGHTING CONTROLS/CONTROLLED RECEPTACLE PLAN Copy Protection E3.0 POWER PLAN City of Lake Elsinore E4.0 SINGLE LINE DIAGRAM Th...a etlrawi�gseantl T�FJf@g3fNdSyAe�aj(y�i PoPertY oft E4.1 ELECTRICAL DETAILS Rsld31(c' , ��a`I;. din E5.0 TITLE 24 FORMS enginee. E5.1 TITLE 24 FORMS conoectDaiWh 40/2WN2b @--.Q*r8hhj*e specific project for which they have Ben prepare w sent of the engineer.Visual contact withl� Xwings and specifications shall to Submittal of documents to ublie agencies shall not be considered waiver of Engine Electrical Enelnax OI RewN GENERAL NOTES 1.ALL LIGHT SWITCHES SHALL HAVE DIMMABLE CONTROLS. EXCEPTION:RESTROOMS WINSTON E Cal /EERING LLC 2. LIG WIT S S L H OC NC NS 3.EXTERIOR LIGHTING SHALL HAVE PHOTOCELL OR ATRONOMICAL TIME CLOCK THAT AUTOMATICALLY TURNS OFF LIGHTING WHEN DAYLIGHT IS AVAILABLE. Al 23905 Clinton Keith Rd 114-381 Wildomar,Ca 92595 951-902-6600 LIGHTING SCHEDULE Info@WinstonEngineeringLLC.com www.WinstonEngineeringLLC.com FIXTURE SYMBOL DESCRIPTION VOLTAGE(V) POWER(W) O8"LED RECESSED LIGHT-LITHONIA WF8 120V 19.7W p W INSI NV LED WALL CYLINDER LIGHT-LITHONIA OLLWD 120V 9.1 W y�~Z4 oy �2 LED SCONCE LIGHT-LITHONIA FERROS SCONCE 120V 13W a No.E-20MI m OV 8"WET LOCATION RECESSED LIGHT-LITHONIA WF8 120V 19.7W OF cps\F� PROJECT NAME: RIVERA TOWING LAKE ELSINORE A-9 A-9 CAMER CURITY --:--:77A/LIGHTS S CURITY x x COMMERCIAL PROJECT ADDRESS: W J LL. o A-10 ADA o m z Z 1146 W. FLINT ST, A-7 A-7 A-10 A-10— 0 A-7 A-7 D � Q LAKE ELSINORE, N U) 0- (D R.R. CA 92530 o A-10 (A-7 OS Lu ADA �x OFFICE A10 OFFICE PROJECT#: 396-' R.R.(� U REVISION SCHEDULE 7 C) A l o A 10 W 0 ISSUE DATE (n INITIAL RELEASE 06/04/2021 2 O = 0 PLAN CHECK 1 08/23/2021 J A-7 A-7 A-7 J W x x Q' W Q U QA-9 A-7 A-7 U x x A-9 OBB A7 A-7 A-7 A-7 x SD/CO x COMBO A-7 A-7 OFFICE A-7 A-7 BREAK A-7 A-7 x x A-7 A-7 A-7 22 E fT x x x x —A-9 A-9— CAMERA/LIGHT ECURITY I I AMERA/LIGHTS SECURITY A-9 A E2m 1 APPROVAL LIGHT PLAN Riverside county Fire Department LIGHTING ORce of the Fire Marshal soda 1/2"=V-0" BY: FSS KEVIN SHIN 10/26/2021 Copy Protection The approval of plans acre epeciralona eves not permit the City of Lake Elsinore Nolalon eel. eeon.omission o' msla It llmlonofany . regmmm.maor Tine za erany—1 Ordfin- e.On—mn rne..a rg a J1CrMNS grggMj0P;ign.and shall remain accessible antl exposee for inspection PwPoaes rangeer� ,reprg.rt�pq yue a. r�err�a�rr� ProPerbi oft. until epPmvee by Ne Flre Dapanment engine �1AMt Sh kfaeb rwwsedin connectDaiWh 86/26,N2N@--.Q**8hfift,.Pacirg prei.ct forwhich they have een prepare w sent of the engineer.Visual contact,eit A e ings and specifications shall co Submittal of documents to ublie agencies shall not be considered waleer of Engine Electhcal Enahear OI RewM WINSTON E Cal /EERING LLC 23905 Clinton Keith Rd 114-381 Wildomar,Ca 92595 951-902-6600 1nfo@WinstonEngineeringLLC.com www.WinstonEngineeringLLC.com PRIMAR SECONDARY PC PHOTOCELL Q�oF�ss�o' OpV co �c Oy �2 a � No.E-20881 � m m 9 &�1GPO� OF CA��F A-9 CAMER CURITY A/LIGHTS S CURITY PROJECT NAME: x w RIVERA TOWING ° A-10 ADAIN o m z LL z LAKE ELSINORE q,7 A-10 A-10�O 0 A A Q 4 �A R.R. U) (1 � c� A-10 os COMMERCIAL ADA I PROJECT ADDRESS: Of R.R. A10 1146 W. FLINT ST, LULI O w LAKE ELSINORE, c� A-' ° ® A-'° U) CA 92530 V) ~ CI J A- A-7 J W PROJECT#: 396-1 W Q � REVISION SCHEDULE QA-9 A7 A7 U 0 ISSUE U DATE INITIAL RELEASE 06/04/2021 x 0 PLAN CHECK 1 08/23/2021 A-9 A-7 A-7 -7 -7 A-7 A-7 A-7 A- A- x x x -A-9 A-9- CAN ERA/LIGHT ECURITY I I AMERA/LIGHTS SECURITY A-9 A-9 DAYLIGHT HARVEST sale 1/2"=V-0" E2m2 APPROVAL Riverside County Fire Department Once of the Fire Marshal DAYLIGHT HARVESTING BY FSS KEVIN SHIN 10/26/2021 TbeappmMWpiansandspacircah...does rp penult the Copy Protection -daleh...omission.,m,hy installation m any req.h.—:te of Thl.il or any Local Ordinances.Oonstaction City of Lake Elsinore shell remain accessible and exposed far inspection puryases anti approved by tie—Depamnent. Thasa drawings and I"pc["NG f�Mj0pfigns and eran is„.re/gsgrlt Af a tl s a poperly of tha n8ing'rPX MF'&'2Vvb'n� w din neptDahSh 86/2WN2N@--.Q A9hAi*-ap.girg Praia forwhich they have een prepare w sent of the engineer.Visual contact with �wirngs end speeifieationI shall eoti Submittal of documents to ublie agencies shall not be considered waiver of Engine 1:4cgdm I:nehaa a BecmE fA L/THON/A L/GHT/NG �a"r WF8 MVOLT 8"LED Wafer Module I_A Llrvav/A FEATURES&SPECIFICATIONS kn T� FEATURES&SPECIFICATIONS NM ter. ea a r1MN9NM WINSTON EI FGIt.IEERING LLC MltNptG K! Inet N 'llU rn�:vdnvrty,l xn,rmwrnetm.rnhrn atXAulry � (,binMa,a fU1l }1M1 Wall. 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MIMarY«.MrQnl-NMdp w , N Am-SNN law...""Wv...nrmrlam MnMa :NN rnw.aury.lrpparx+Mrlrm,b,ltla. I V_All/- NfN.Neuip.nmwrn-NdMu,rrua olrrerww.r«arrnlNNNv1 O .,,:,.e: + tern rr n..r.r:.,lr..•. GRAY 0-140 �'�V 111-4n><Ingr.rlro-lwrn rl.nare.tla Ybrmay<,rdoannn[.m e.:lknw„pntmar.gr.Mw.rne. I11I[l�(J/IIII Ilya; NEUTRAL aw:kwl mnddna Iewed,tl�ee,nn....... p-ln.. e lO gprd4a4e+IpM la,Nr,e.Mw Gain. TEST SWITCH (� -Z ta4M..l e No.E-20881 m NW(::Ifnfoa-,wnl.e,l/Ielwhpa N�dlnrp.rd SUl3kl.nbhmry ne II�IiII f�I9Yi OR LAMP ,�,r. M Sptut(anm nen NalN bn.d lktMea Apekrc d.9' "r� r,.liltlr �� L.N..Nnrn� LORANGE __ f lI (Nkg N-inT 8• �� O IIv,WN kl«-Nd IMW UnpnbnNlarN wM:a L}-IItR' SEE ae tN1DmM e.Y YNYmIff11N6 W1N IT 111 WM UISNI as k flGl:�4ll imkgnr-wN Iflir yu:)Y'� NOTEwalla. ,.T- ATTERY 9 INVERTER ,C OF�:n��\`-O aknannnax;,ea NOTES; AND AUTO TRANSFER �p FURNISH WITH FIXTURE. Iv—TkMlrr...a.M1prc rneulrvreuNrmNnmmrrlw.nnlw;. E.-IN:'N18LEDW[MVDt19DMMW Iv hmIlnN lmn w.hwemn.l:rrlb,ld,d.pum,. Fx+mple:1"11 Iv'a 1. BATTERY BACK UP FIXTURE IS USED FOR 24 HOURS OPERATION AND USED AUTO TO SUPPLEMENT THE BUILDING SYSTEM EMERGENCY. SWITCH TO BATTERY WIN UPON NAME- sm. INNIS MTAV4Mr' wn.pr (INIS.N kits, fill" Gauls—y, 2. 120VOPE RATION:JOIN BLACK AND ORANGE LEADS TOGETHER AND CONNECT PO WER IREGARDLESS PROJECT NAME: TO LINE. OF CONTROL DEVICE NallYNVN'lfDbNgrl lF0 IfD MN r. - r.rr -IT •r ll eM Wllr.Nlr IIBI IIIIMIL—.1. "A egwhnrUr 4a..:.... Ib4nU-N er. hnvn r. .ue.ter POSITION. iSN ..r .. " w• Na"IL.,' 3. 277V OPERATION:CONNECT ORANGE LEAD TO LINE.CAP OFF BLACK LEAD. 51N SY k14nM' 4. DIAGRAM IS SHOWN FOR REFERENCE ONLY.CONTRACTOR SHALL FOLLOW THE INSTRUCTION MANUAL SUPPLIED BY THE MANUFACTURER. RIVERA TOWING LIGHT FIXTURE WI EM. BATT. PACK LAKE ELSINORE Nswr.N4y t: ,4 11"-Neat d,a -Ral"Ned.. SCALE:N.T.S. Bki PNrU Mn,l,r.rmurunm,n wtaU Mrw-IIaYr,r - 3 ten,Nl NI N.rY,,N)R-14rrrxrrr,np wlllA 51}INII6V ]Noah[.be [ISi S)U11M isw- t.w:a'In LHII.{Ir NluloslnarlGu ]Rn nn(nk t / wr.d,b Nnl ,4:.dwN NIIS20 St)DMIIAU ]Rn mll[Lk tlfr..rrrlraN a.rW raa ar M-rnt.a. prep WN Ip,Ig1N,d.W O�A L/TNL1N/I L/ONI/NO ,tad YU:ll COMMERCIAL �rnnl.L111ihr. ..:t.:Ili:n.IU:•:: Ir.Ir...r..x.,, ..,,_UI} p1me:/N-105-1ENYIIS]& -wn:,IlakA<-n �}Jle-fi}J.4rrry NnM Ur/1inglrc Ali�yla nunM An.12'1�:0 OECOR,I,Q INDOOR FflU NEUTRAL VOLTAGE PROJECT ADDRESS: HOT LID ING LOAD 1146 W. FLINT ST, LAKE ELSINORE, CA 92530 WALL MOUNTED SPLIT DUPLEX ELECTRICAL OUTLET.120V,15 AMPS RATED,COMMERCIAL GRADE TYPE.TOP OUTLET TO BE SWITCH.(SEE ARCHITECT FOR EXACT LOCATION AND MOUINTING HEIGHT). SEE BELOW FOR SAMPLE CONFIGURATION: PROJECT#: 396-1 CONTROLLED 2a 2,2a REVISION SCHEDULE RECEPTACLE DATE OUTLET LCIRCUIT CONTROLLEDOUTLET ISSUE (VIA CONTROL RELAY, INITIAL RELEASE 06/04/2021 NORMAL SEE LIGHTING PLAN) O 0 PLAN CHECK 1 08/23/2021 RECEPTACLE CIRCUIT NORMAL OUTLET OUTLET WITH EQUIPMENT GROUND 2 CONDUCTOR WALL MOUNT SWITCH WITH INFRARED SENSOR,ON/OFF MANUAL SWITCH CONTROLLED OUTLET n LIGHTING CONTROL n SCALE:N.T.S. SCALE:N.T.S. Np IA L/THON/A L/GHT/NG OLLWD&OLLWU LED Wall Cylinder Light HOT PHOTOMETRICS 120 VOLT 3,m-0,mph--nmxrq pd}mb,d.lnNn br the pld—R WIN-b0bq,Wldw LED h..WW NEUTRAL ksvd hNmrd.nnaAA[SNA LV�]9 and LN�W s1MMrA FEATURES&SPECIFICATIONS OLLWD INID ni WALL MOUNTED ate wpnr w -kamn Outdo 4aneral Puppu —-—--- OCCUPANCY SENSOR (BNUNV(INII - 120 VOLT CIRCUIT .:aamr..n ranrq.h,tram..nN:unp.n.oxnnrtatb•an,n.,M,mm o1 1 WD& 01 1 W11 Ma,rnp.r. L L L L u TO OTHER LIGHT FIXTURES OUTLET pIIIU .U:IXA LL('r.INpkN J:,FI RED CONTROL RED LIGHTING LOAD hMNp,lux bn parrnmrl}p brnn.nm 4r.almwran.rlam �- OCCEILING CUPA CY'SENSOR OUNTED OS [OR OS] RELAY IUYFY YNYPXMf1 1..f0 xll Mn.r W atilt nl-kmx N fglpD lap,w.gp IFOIIr t.• RI� l yn ro I,rn 4f er m ppe)ter pnhm.n<lenk RuTwAL NrLLI akrapnNn«,rrrlr.ah„ekn AID t)N ppr,pyanprMM-a1K o.N pN w.r,rm: M• b- b Iry xrropelN,w lrawN. ■-M•n INSWIATWN Sadrnma b-aberrla—Mla«ddkrlkel OLLWLI 2 LIRNlE6 'I���DJ-'I IN—Lit ad4uam d,.,vmS.Nvb-1 halm. livq n N)mkxr rM f SNl IN+9«I I aNs4aera NAllNlellT-s�,nrlMdwrr«b-Walelea-Mylnwlrrew N note„ Nale Aurrl l,,f—,n-}d.Te n r 0O'M1merer.:nmrml,M adr,Nm Nluun.n Mgrm NpW won nnweaueari.Xan,yw.damny(. Spegreriau WALL MTD.SWITCH 2a 5-cd;ebr-wll!etn,n.,a'mllmlrmre. Md.Yrmraaerk,p.YrM,I CONTROLLED RECEPTACLE _ y TO OTHER LIGHT FIXTURES ��wrdvrn ays -• WALL MOUNT SWITCH WITH M"Va NOTE: INFRARED ■-ton SENSOR,ON/OFF MANUAL SWITCH E2 3 ouwo ouwu liglitmgfacts Iiglitingfacts LIGHTING CONTROL FOR NEW OFFICE<100 SF. n LIGHTING CONTROL WITH CONTROL OUTLETS44 n "®' Hrdn,mleNlnnarry,e nlewtlgtMn FaawDk:OLLW7IIFDPI4d(NYIIITDOB „�^.^r ,j "na..._.r SCALE:N.T.S. SCALE:N.T.S. _. Sala hdemun,<ptluq (wrkye«w N(TI RNaar � Ol NNEGL hrnnr;lr r Mr .n..I MNLS 1I1N1)lY NNN Mbrr-e OIINU LLO UarNnnr,n UN 1me' fM Take' r® '- APPROVAL LIGHTING CONTROLS&DETAILS Rivemide County Fire Depanment Otfice pt the Fire Marshal ...a..........-...-�.... ......•-...........r»-.... BY: FSS KEVIN SHIN -- - ---- 10/26/2021 Copy Protection —ppp-lotplannandnp«iX a,ionn,oaano,parmitda City of Lake Elsinore Il pry..44rraINN.pY violatbn.tlele0on,omission orhulty insmlla6on of any These drawings and WgPgqNG rMMj0p#figns and 1.on..Nbr.alaa [G e.r..�.x#e 4xavrNYN DUN"LLND r<,—,nk fTIU,24or an L al0m.......Dpnsapcmn r is„�f��S$efltf�%f a T`1 &the shall remain acceeaible and exposed for inapacpan purposes engines �FANLBhSgbe'cb}a�prc-eopw din 1IIIIMpoA IM AIru fGf DaM1.G�D na.r IM1NLVRI mIq sea Nhraem cID12.T1A Aalrf e,ab lMda YCMrld-feral Ra OE1N1A until approved by the FireDepanment. connect[c81W Old•/P�1r�I2N@--..Q*Ar9hA1*e specific Protect DFCOAAnY[INDOOR N OUTDOOR USAGES OL1WU nl"'I.."" forwhich shay have een prepare wn an consent tithe engineer.Visual contact w r par, �wir,gs and specifications shall co SubmiUal of documents to ublie agencies shall not be consldered waiver of Engine Ebctnca Enahea Of RecorE TABLE 130.1-A MULTI-LEVEL LIGHTING CONTROLS AND UNIFORMITY REQUIREMENTS 7 %lisimum Required Control Sttps Oniformlevelofilluminance GENERAL NOTES: , Laminalre 7rype l percentoffullnted pir.,r'I shall beachleved b,: 1. THE LIGHTING FIXTURE SCHEDULE INDICATES GENERAL DESCRIPTION OF LIGHTING FIXTURES AND MANUFACTURERS CATALOG NUMBERS. IT SHALL BE WINSTON E Cal. EERING LLC THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE CORRECT CEILING CONFIGURATION, VOLTAGE AND PROVIDE THE FIXTURES WITH ALL Lille-volts a sockets except GU-24 NECESSARY TRIMS AND MOUNTING HARDWARE SO THAT BOTH THE CEILING SYSTEM AND THE FIXTURE CONSTRUCTION MATCHES. Low-voltage incandescent s stems Contintlotadimming 10-100perccnt 2. A JUNCTION BOX MUST BE PROVIDED WITH ALL EXIT LIGHTS CONNECTED TO MORE THAN ONE SET OF CONDUCTORS UNLESS THE EXIT LIGHT LED luminaires and LED sources sterns FIXTURE IS FURNISHED WITH AN APPROVED OUTLET BOX FOR THROUGH WIRING. GU-24 rated for LED 3. ALL LIGHT FIXTURES SHALL HAVE APPROPRIATE UL LABEL, DAMP, WET, EXPLOSIVE-PROOF OR CORROSIVE-RESISTANT AS REQUIRED BY CODES AND GU-24 sockets rated for fluorescent`20 ORDINANCES. 23905 Clinton Keith Rd 114-381 watts Conlinuousdimming2al00pemml Wildomar,Ca 92595 4. PRIOR TO ORDERING ANY LIGHTING FIXTURES, THE CONTRACTOR SHALL COORDINATE ALL LIGHT FIXTURE LOCATIONS WITH ARCHITECTURAL REFLECTED 951-902-6600 Pin-based compact fluorescent>20 wait, CEILING PLANS, CEILING CAVITY DEPTHS, AND ELEVATION PLANS. Info@WinstonEngineeringLLC.com GL1-24 sockets rated for fluorescent 520 Stepped dimming:or 5. UPON INITIAL ENERGIZING OF ALL NEW FLUORESCENT LAMPS, A CONTINUOUS PERIOD OF 30 HOURS SHALL OCCUR PRIOR TO DE-ENERGIZING OF www.WinStonEngineeringLLC.Com watts Minimum one step betwcrn Continuous dimming;or LAMPS, FOR MANUFACTURER REQUIRED LAMP BURN-IN AND MAXIMUM LAMP LIFE. Pin-based compact fluorescent<_20 warts' Minimum p«rm Linear fluorescent and U-bent fluorescent< Switching alternate lamps 6. PROVIDE CLEARANCES FROM COMBUSTIBLES A MINIMUM OF 1/2" (OTHER THAN AT POINTS OF SUPPORT) AND 3" FROM INSULATION FOR RECESSED 13 watts in a luminairc LIGHTING FIXTURES WHICH MUST BE NON-IC RATED. Q�LOF� /O Mintmumonc:top in cash range: Stepped dimming;or 7. PROVIDE A MINIMUM OF TWO #12 SUPPORT WIRES ATTACHED TO BUILDING FRAME IN ADDITION TO T-BAR CLIPS FOR FLUORESCENT FIXTURES ��/�ON� Mill0 <�� RECESSED IN SUSPENDED T-BAR CEILING. A, y 0 Continuous dimming;or Linear fluorescent and U-bent fluorescent> switching alternate lamps 8. PROVIDE FOUR SHEET METAL SCREWS, ONE INSTALLED IN EACH CORNER OF THE FIXTURE ATTACHING THE FIXTURE TO THE GRID. SCREWS SHALL N0.E- m 13 watts 20.40 50-T0 n xo.x5 100% in each luminairc,having a NOT BE VISIBLE NOR IMPEDE INSTALLATION OF GRID PANELS. % minimum of 4 lamps per E, luminairc, illuminating the 9. PROVIDE SHATTERPROOF LENS FOR ALL LIGHT FIXTURES SERVING FOOD AREAS SUCH FOOD PREPARATION AND KITCHEN AREAS. same area and in the same 10. APPROVED LAMP MANUFACTURERS ARE LITHONIA, OSRAM, SYLVANIA, GE, PHILLIPS, VENTURE OR APPROVED EQUAL. '9 rE�R\GPO manner OF CA��F Step dimming;or 11. LAMP COLOR TEMPERATURES FOR FLUORESCENT LIGHTING SHALL BE MINIMUM OF 3500'K, UNLESS NOTED OTHERWISE. \twmum one step Actwecn Continuous dimming;or 12. ALL LIGHT FIXTURES SHALL BE ORDERED WITH APPROPRIATE BALLAST(S) THAT HAVE UL AND CBM LABELS. ALL BALLAST MUST CONFORM WITH PROJECT NAME: Track Lighting 30 70prrcmt Separately switching TITLE 24 REQUIREMENTS FOR PERFORMANCE AND EFFICIENCY. FLUORESCENT FIXTURE BALLASTS SHALL HAVE BALLAST FACTOR RATING NOT LESS circuits in multi-circuit THAN 0.90. track with a minimum of Iwo circuits. 13. FLUORESCENT FIXTURES SHALL BE SUPPLIED WITH "QUICK DISCONNECT" SAFETY BALLAST HARDWARE WHICH ARE UL AND CSA CERTIFIED IN HID>20 walls Stepped dimming;or ACCORDANCE WITH NEC 410.73(G) AND CEC 30-308(4). RIVERA TOWING Induction>25 watts Continuous dimming;or 14. ALL NIGHT/EMERGENCY LIGHTS, BATTERY PACKS AND EXIT SIGNS SHALL CONTAIN UNSWITCHED, NON-DIMMED, CONSTANT "HOT" CONDUCTOR AND BE LAKE ELSINORE IN COMPLIANCE WITH NEC ARTICLE 700. k1ninmm oneslcp between Switching alternate lamps so-70 Prrctml in each luminairc,having a Other light sources minimum of 2 lamps per luminairc,illuminating the same area and in the same COMMERCIAL manner. I.Full rated input power of ballast and lamp,corresponding to maximum ballast factor PROJECT ADDRESS: 2.Includes only in based lamps:twin tube,multiple twin tube,andspiral lamps 146 W. FLINT ST TYPICAL TIMER WIRING DIAGRAM TYPICAL OCCUPANCY SENSOR WIRING 1LAKE ELSINORE, Provide a maximum 2 hour override switch. DIAGRAM CA 92530 LIGHTING Olit4 talprtr N7tult LOAD TYPICAL DAYLIGHT PHOTOCELL WIRING PROJECT#: 396-1 DIAGRAM Panel Hot Timer Hot 1- --------- Lighting I REVISION SCHEDULE NEUTRAL Neutral Neutral Load I o ISSUE DATE i aua T Q PLITIAL AN CHELEASE CK 1 06/04/2021 /2021 Photocell Notes: I � o 1.Per Title 24 Section 130.1(d),all luminaires within the primary and secondary daylight zones shall be controlled following Table 130.1-A. I I SKYLIT DAYLIT ZONE is the rough area in plan view under each skylight,plus 0.7 times the average ceiling height in each L- _-------- direction from the edge of the rough opening of the skylight,minus any area on a plan beyond a permanent obstruction that is taller L �_ than the following:A permanent obstruction that is taller than one-half the distance from the floor to the bottom of the skylight.The bottom of the skylight is measured from the bottom of the skylight well for skylights having wells,or the bottom of the skylight if no skylight well exists. For the purpose of determining the skylit daylit zone,the geometric shape of the skylit daylit zone shall be identical to the plan view geometric shape of the rough opening of the skylight;for example,for a rectangular skylight the skylit daylit zone plan area shall be rectangular,and for a circular skylight the skylit daylit zone plan area shall be circular. -PRIMARY SIDELIT DAYLIT ZONE is the area on a plan directly adjacent to each vertical glazing, one window head height deep into the area,and window width plus 0.5 times window head height wide on each side of the rough opening of the window,minus any area on a plan beyond a permanent DEMAND RESPONSIVE CONTROLS obstruction that is 6 feet or taller as measured from the floor. -SECONDARY SIDELIT DAYLIT ZONE is the area on a plan directly adjacent to each vertical glazing,two window head heights deep into the area,and window width plus 0.5 times window head height wide on each side of the rough opening of the window,minus any area on a plan beyond a Lighting power in buildings larger than 10,000 square feet shall be capable of being automatically reduced in response to a permanent obstruction that is 6 feet or taller as measured from the floor. Demand Response Signal;so that the building's total lighting power can be lowered by a minimum of 15 percent below the total installed lighting power.Lighting shall be reduced in a manner consistent with uniform level of illumination requirements in 2.Photocell placement to be verified per lighting controls manfacturer. TABLE 130.1-A above. Spaces that are non-habitable shall not be used to comply with this requirement,and spaces with a lighting power density of less than 0.5 watts per square foot shall not be counted toward the building's total lighting power. PC Control Hot Lighting TYPICAL CONTROLLED RECEPTACLE WIRING DIAGRAM Relay Neutral Load Box In all buildings,both controlled and uncontrolled 120 volt receptacles shall be provided in each private office,open office area,reception lobby,conference room,kitchenette in office spaces,and copy room.Additionally,hotel/motel Hot guest rooms shall comply with Item 5.Controlled receptacles shall meet the following requirements,as applicable: INSTALLER CAN USE THE LIGHTING OCCUPANCY SENSOR OR AN Neutral 1. Electric circuits serving controlled receptacles shall be equipped with automatic shut-OFF controls following the OCCUPANCY SENSOR DEDICATED TO THE CONTROLLED RECEPTACLE requirements prescribed in Section 130.1(c)(1 through 5);and IN THE SPACE. Panel 2. At least one controlled receptacle shall be installed within 6 feet from each uncontrolled receptacle or a splitwired duplex receptacle with one controlled and one uncontrolled receptacle shall be installed;and 3. Controlled receptacles shall have a permanent marking to differentiate them from uncontrolled receptacles;and 4. For open office areas,controlled circuits shall be provided and marked to support installation and configuration Control Hot CONTROLLED of office furniture with receptacles that comply with Section 130.5(d)and O C RECEPTACLE 5. For hotel and motel guest rooms at least one-half of the 120-volt receptacles in each guest room shall be Relay Neutral controlled receptacles that comply with Section 130.5(d)l,2,and 3.Electric circuits serving controlled receptacles shall have captive card key controls,occupancy sensing controls,or automatic controls such that,no longer than Box 30 minutes after the guest room has been vacated,power is switched off. 6. Plug-in strips and other plug-in devices that incorporate an occupant sensor shall not be used to comply with this requirement. EXCEPTION 1 to Section 130.5(d):In open office areas,controlled circuit receptacles are not required if,at time of of Neutral final permit,workstations are installed,and each workstation is equipped with an occupant sensing control that is E2 ■ 4 permanently mounted in each workstation,and which controls a hardwired,nonresidential-rated power strip.Plug-in Panel strips and other plug-in devices that incorporate an occupant sensor shall not be used for this exception. EXCEPTION 2 to Section 130.5(d):Receptacles that are only for the following purposes: i. Receptacles specifically for refrigerators and water dispensers in kitchenettes. ii. Receptacles located a minimum of six feet above the floor that are specifically for clocks. iii. Receptacles for network copiers,fax machines,A/V and data equipment other than personal computers in copy rooms. APPROVAL ITLE 24 LIGHTING iv. Receptacles on circuits rated more than 20 amperes. Rmeraiaa county Fire Department ortr.of the Fire Marshal CONTROLS/CONTROLLED BY; FSSKEVINSHIN RECEPTACLE PLAN 10/26/2021 Copy Protection The approval of plane and spaub.bona does not permit the any r fat,by letlon,om v r,darst City of Lake Elsinore ioledon,tleission o ' ion of ad, menu of Id.24 or any­1ONinences.C stmolion These drawings antl�pr{Li {(yp{igne and snail remain accessible antl exposed for Inspedlon pu until appor-by Me Fire DepadmenL moles range reP sRrltg4 tle ,lerr� pope,Tya tha engine �o 3gb61 nectDah9h 40/2rti/PO2N@--.08!49hhfy{,e apepinp preiea for which they have een prepare w sent of the engineer.Visual contact withwings end specifications shall eo Subminel of documents to ublie agencies shall not be consltlered waiver of Engine EIMdm Eneheer a BecorE GENERAL NOTES 1.ALL DUPLEX RECEPTACLES SHALL HAVE A CONTROLLED AND UNCONTROLLED RECEPTACLE IN ALL OFFICES,CONFERENCE V FOR THE PURPOSE, WINSTON E Cal EERING LLC 2.ALL EQUIPMENT TO BE LISTED P LOCATION AND INSTALLED PER THE MANUFACTURER'S INSTRUCTIONS. 3.ALL EQUIPMENT NOT LISTED AS AN ASSEMBLY,WILL BE FIELD LISTED BY A COMPANY APPROVED BY THE AHJ. 0 1 23905 Clinton Keith Rd 114-381 Wildomar,Ca 92595 951-902-6600 1nfo@WinstonEngineeringLLC.com www.WinstonEngineeringLLC.com QµOFE�/0 ��0 OpV W INS- Oy �2 a � No.E-20881 � m m ELECT. TANKLESS � ,Gp WATER 9 OF CA��F�� HEATER A-35,37 20V PROJECT NAME: A-36,38 A F I 200A WP/GFC SUB/ RIVERA TOWING - PANEL A-6 I CE ° A-10 )OF W/UFFER LAKE ELSINORE �A 3 A3 5 A 5- GRN. 2 ADA ADACOMMERCIAL OFFICE A 3 RaR FICE PROJECT ADDRESS: R.R. A-1 p ill:e) —A5 1146 W. FLINT ST, LAKE ELSINORE, GFI CA 92530 PROJECT#: 396-1 A-8 A 3 A 3 % A-5- REVISION SCHEDULE + t 0 ISSUE I DATE A-5 A-5 INITIAL RELEASE 06/04/2021 + r 0 PLAN CHECK 1 08/23/2021 OBBY +F ' A-1 -8 AI-8 OFFICE A�—IIG I 11'-x101-101 BREAK A'—IIG I A-1-+ A-8 A-8 A-2- -A-8 G �A-1 A F A-1 Al A-8 A2_ W /GFCI AI6 PATIO E300 POWER PLAN scaa 1/2=1'-0" POWER PLAN APPROVAL Riverside County Fire Department Office of the Fire Marshal Copy Protection BY; FSSKEVINSHIN City of Lake Elsinore 10/26/2021 Thesa drawings and WgPgqNG r�M10P#igns antl doge is„ref�g�Arltf�%f a tl s ea p�operty oft TheaDP.1 of Dlansandapecifiobti.n.does not Darmit me engines �1ANt 5hSgbe'vb'p din violetiorydeletion,omission orfaulry instellaYon of anY conbectDBWh 40/2WN2bi@--.()S!4rqhfi(t¢specific project reeueemenls ofTXle 21 or any Local Ortllnances.Construction for which they have r'prepare w ent ofth! shallremaln aaesalDle and exposed for inspection purposes engln¢r.Visual contact with� r�wirngs end speoifioati0 a until approved by tha Fire Depanment shell CO Submittal of documents to pg6Vg not be considered waiver of Engine GENERAL NOTES Table 8-5 Voltage Drop for Common Copper Wire Gauges and Current Loads Ebdhm Enghaar a RawM Maximum Feeder Length Maximum Branch Ch uh Length 1.INSTALLER TO FIELD VERIFY CONDUCTOR LENGTHS. w1re Circuit Amps 1120 206 240 2T7 480 120 208 240 277 480 14' 12 39 67 78 90 156 58 101 117 135 233 7 2.EXISTING AIC RATING NOTED ON SERVICE METER MAIN PANEL 12' 16 46 80 93 107 185 69 120 139 160 278 WINSTON EI4G /EERING LLC IS 22KAIC 10 24 48 83 96 111 192 72 125 144 166 288 8 32 57 99 115 132 229 a6 149 172 199 344 6 40 73 127 146 169 293 110 190 220 253 439 4 52 89 154 178 206 356 134 232 267 309 535 2 72 103 178 206 237 412 154 267 309 356 617 0 96 123 212 245 283 490 194 319 368 424 735 00 108 137 238 274 317 549 206 357 412 475 823 23905 Clinton Keith Rd 114-381 0000 144 163 283 327 377 654 245 425 490 566 980 Wildomar,Ca 92595 r————7 250 164 170 294 340 392 679 255 441 509 588 1919 951-902-6600 PANELA 1 Ikomll 1225A/1m/3W 1 300 /84 181 314 362 4/8 725 272 471 543 627 f087 Info@WinstonEngineeringLLC.com 1 120/240V 1 350 zoo /- 338 390 450 779 292 506 584 675 ii69 www.WinstonEngineeringLLC.com 22KAIC 1 500 248 224 388 448 517 896 336 582 672 776 1344 SCOPE OF WORK�1 1 EXISTING PARKING I LOT LIGHTS CC cc nn A' QAOFCW�Q 'C Table 8-6 Voltage Drop for Common Aluminum Wire Gauges and Current Loads ��� 43 W IAA q 1 Maximum Feeder Length Maximum Branch Circuit Length e~1L /W1- , Wire Circuit Amps 120 208 210 2TT 480 120 208 240 2T7 480 No.E-20 ' m 0 1 14' 12 24 41 47 55 95 36 62 71 82 142 m 7 z co 16 ZB 49 56 65 113 42 73 85 98 169 •_. -- Or 10 24 29 51 59 68 118 44 76 88 102 176 M �U> F 8 32 35 61 70 8t 140 53 91 o 105 121 210 P c+g d X 6 40 45 77 89 103 178 67 116 134 154 267 �. M N J I W 4 52 54 94 109 126 218 82 142 163 188 327 or CA��F� 1 2 72 62 108 125 144 250 94 162 187 216 375 1 UTILITY �200A 11 `200A 120A 0 96 74 129 149 172 298 112 193 223 258 446 PROJECT NAME: TRANSF. l 10 lJ 1m l 1m 00 108 64 145 167 193 334 125 217 251 289 501 0000 144 99 172 198 229 397 149 258 298 344 595 MAIN GRIN 250 (E)METER MAIN Bus (k r) 164 103 179 207 239 413 155 269 310 358 620 RIVERA TOWING 200A,120/240V,1� EXISTING�� 300 184 111 192 221 255 442 /66 287 332 383 663 UTILITY UTILITY 3-WIRE 350 200 119 206 238 274 475 178 309 356 47i 713 SERVICE SERVICE 22KAIC LAKE E L S I N O R E GROUNDING 500 2/8 137 237 273 316 547 205 355 410 473 SYSTEM COMMERCIAL PROJECT ADDRESS: 1146 W. FLINT ST, LAKE ELSINORE, CA 92530 PROJECT#: 396-1 REVISION SCHEDULE 0 ISSUE I DATE Branch Panel:A 0 INITIAL RELEASE 0 / /2021 PLAN CHECK 1 08/2323/2021 Location: Volts:240/120 SINGLE PHASE A.I.C.Rating:22,000 A Supply From: Phases:1 Mains Type: Mounting:Surface Wires:3 Mains Rating:225 A Enclosure:Type 3R MCB Rating:200 A Notes: CKT Circuit Description Trip Poles A B Poles Trip Circuit Description CKT A-1 Receptacle-OFFICE 1 20 A 1 1260 VA 360 VA 1 20 A Receptacle-BREAK RM COUNTER 1 A-2 A-3 Receptacle-OFFICE 2 20 A 1 1080 VA 360 VA 1 20 A Receptacle-BREAK RM COUNTER 2 A-4 A-5 Receptacle-OFFICE 3 20 A 1 1080 VA 360 VA 1 20 A Receptacle-EXTERIOR A-6 A-7 Lighting-INTERIOR 20 A 1 420 VA 1260 VA 1 20 A Receptacle-LOBBY/BREAK RM A-8 A-9 Lighting-EXTERIOR 20 A 1 83 VA 685 VA 1 20 A Receptacle-RESTROOMS A-10 A-11 A-12 A-13 A-14 A-15 A-16 A-17 A-18 A-19 A-20 A-21 A-22 A-23 A-24 A-25 A-26 A-27 A-28 A-29 L A-30 A-31 A-32 A-33 A-34 A- Recep -TWH- I 75A 2 7000 VA 3000 VA 2 35 HP-1 A- -37 7000 VA 3000 VA -38 A-39 FUTURE SOLAR O A 2 0 VA 3840 VA 2 40 A EV CHARGER(FUTURE) A-40 A41 OVA 3840 VA A-42 Al Total Load: 17668 VA 16960 VA Total Amps: 147 A 141 A Legend: Load Classification Connected Load Demand Factor Estimated Demand Panel Totals HVAC 240 VA 100.00% 240 VA Lighting 584 VA 125.00% 731 VA Total Conn.Load:34627 VA Receptacle 20120 VA 74.85% 15060 VA Total Est.Demand:31214 VA General Loads 7683 VA 100.00% 7683 VA Total Conn.Current:144 A HVAC(LARGEST MOTOR) 6000 VA 125.00% 7500 VA Total Est.Demand Current:130 A Notes: E400 APPROVAL Riverside County Fire Depanment Office of the Fire Marshal SINGLE LINE DIAGRAM By; FSS KEVIN SHIN 10/26/2021 Copy Protection Th.. ro.1dp1.n..nda fihsti.n.Eoeaempermitme vioatron City of Lake Elsinore l ,tleletion,amisaion orfeulry inatallefion of city reawramera or Tine za or any Loaalomlaanaea.construrnon These drawings and WgPq qNG g9gVpdgl�gpsigns and snarl remain aaesslbl.d b the Reef p.rpe '.purposes _J � until ap blo d the Fire Depadment range is re t d e rlerr� properly of the engine sed in ne ttDBIM!, /Pb,�fl�r6i (i8t49h a sPegi6p project forwhich they have een prepare w sent of the engineer.Visual contact with �wirnga end specifications shall eo Submittal of documents to ublie agencies shall not be considered waiver of Engine Elec not E.ah.ar OfTABLE 3 TYPICAL RewN OUNTNG HEIGHTS <e CMU WALL 1.WALL SWITCHES PANEL 2,RECEPTACLES(ROOMS.HALLWAYS) IS. WINSTON E GI /EERING LLC 3.RECEPTACLES(KITCHEN,BATHROOM) 4T OR a ABOVE COUNTERTOP WALL LIGHTING RECEP AOLEg as 3/8" SIMPSON TITEN HD 5.FIRE ALARMS(LIGHTS,BELLS) Bm e—FINISHFLOOROR e'BELOW c(LINO U./2 3/4"EMBEDMENT INTO 6,FIREALRM PULL STATIONS 48 MASONARY(4-TOTAL) ICC ESR-1056 CENTER COUNTER C'oHo°TTOEQ P'MSUE ENTETAL FD OF MASS m 23905 Clinton Keith Rd 114-381 RECEPTACLE MAX PANEL WEIGHT Wildomar,Ca 92595 �0 WALL 951-902-6600 SWITCH O RIGIO CONDUIT STUB-UP FINISHED FLOOR Info@WinstonEngineeringLLC.com O EBGBTGHEaQN PLATE www.WinstonEngineeringLLC.com CONDURC 48"-52" WITH FINISHED USH FLOOR FLOOR 36"-48" RECEPTACLE o ID 12°-18° ' QRIG m cONDUIBr LMD . � BRANCH CIRCUIT PANELBOARD=118 LBS.MAX N0.E'2 � RI CL � nRECEPTACLE HEIGHT DETAIL 2 CONDUIT STUB-UP DETAIL 3 PANEL-WALL MOUNTED 9 �GPO� ' sm. 12•=V-0" seal. 12•=V-0" srw 12"=V-0" Q!'p c(�`\1r PROJECT NAME: RIVERA TOWING LAKE ELSINORE COMMERCIAL GRACE PROJECT ADDRESS: III U GROU ARNNG E III 1146 W. FLINT ST, LAKE ELSINORE, 'CAUTION-ELECTRIC LINE MIN.BURIAL BURIEDBELOW'ASUISTRIBUIED DEPTH 24' BY SETON NAME-PLATE CORP. UNLESSCA 92530 R.— THEFIWISED O NOTED BACKFILL SEE SPECS. PVc SCHEDULE 4o PROJECT#: 396-1 zE(S) 8 NUMBER AS REQUIRED F `FREVISION SCHEDULE 0 ISSUE DATE 2"TYP. g'MIN.TYP. INITIAL RELEASE 06/04/2021 0 PLAN CHECK 1 08/23/2021 NOTE: 1.RUN SHALL BE STRAIGHT WITHOUT ANY HIGH OR LOW POINTS BETWEEN ENDS.THE HIGHER END SHALL BE AT A PULL BOX OR CONDUIT RISER. UNDERGROUND CONDUIT 4 s M 12"_1,-p„ E401 APPROVAL ELECTRICAL DETAILS Riversitle County Fire Department Once of the Fire Marshal BY: FSSKEVINSHIN Copy Protection 1 012 6/2 0 21 City of Lake Elsinore The approval or plans and spec ti o aces not permit the Thesa de.mg. Rd gns and 'patio",d ietio",omissio"or faun tanation of a" r �4 1� ' Y'�"s Y is t tl ofthe re 11sIents.f Ttle 24 or any Lowl Ominances.C.nsvucti.n enginge r--•1'e r e� �a!� Propertytlt all remain accessble and exp"sedior inspection pumoaes ne HSH pewse until approved by[he Flrs Department. connectLc�t(i}h al�/Q '�rbl ( !4r9h�( a specific project for which they have een prepare w sent of the engineer.Visual contact with� �wirngs end specifications shall co Submittal of documents to ublie agencies shall not be considered waiver of Engine VIED Dieftd E.Fhaer Or Rewb sTME Oi cALIFORNIA Indoor Lighting staTE or IiwNla stattaFu nwNla nRcc.n-F CALIFORNIA ENERGY COMMISSION Indoor Lighting Indoor Lighting CERTIFICATE OF COMPLIANCE NRCC{TFE nRccin.f CALIFORNIA ENERGY COMMISSION NRcc In l CALIFORNIA ENERGY COMMISSION This document is used to demonstrate com fiance with! CER7IFICUTE OF COMPLIANCE NRCC{TFE CERTIFICATE OF COMPLIANCE NRCC{THE p equircmtnt3M,¢IjQ,c1.4110.iNrl.4jZQQ41,LQJ,¢240.¢and 4141.LYb!]Jw indoor lighting scopes using thepmniptive s+. Prole[(Nasal: Ntera Tawlrig Region Page: Usage a.17) Pr.j.,Name: RI Towind Region Page: IPaee 3 of 7) W I N S TO N E. }a 1 E E R I N G L L C path. Nalect Name: Ritefa Towi'd Repart Pill law 1 of 7) Pnj-Atldrett: jDatir Pepanll: 20214644719:12:28.04 00 Prcilect Addrest: IM.Prepared: 2021-06 0019'.22 M-DII00 Pmj-Address: Dab►.Pend: 20214641T 1912',29-0400 C.COMPLIANCE RESULTS F.INDOOR LIGHTING FIXTURE SCHEDULE A.GENERAL INFORMATION If any cell on this mbie says"DOES NOT COMpty"or"COMPLIES with Exception(Conditions"refer to Table D.for guidance. B"LED Ol Project Location(city) Lake Elsinore M Total Conditioned Flow Area jttr) 940 Allowed Lighting Power,per 140. b (pants) Adjusted Lighting Power per 14. (Watts) Compliance Results RECESSED B"LE RECESSED LIGHT- No No 19.7 Mfc Spec 24 No 472.8 ❑ ❑ 02 Climate Zone 10 05 Total Unconditioned Floor Area lit') 0 Lighting in 01 02 03 04 ITS 06KjSeeTableP) 08 trl LIGHT LITHONIA WFB 03 Occupancy Types Within Project select all that apply): 06 8 of Stories Habitable Above Grade) 1 conditioned and SCONCE LED SCONCE LIGHT No No 13 Mfr.Spec 2 No 26 ❑ ❑ I ( pp Yl: ( Area ts uncadlYbnot Total DesignedWe----NDITIONEDSPACES 4gs.a 23905 Clinton Keith Rd 114-381 ®Offce ❑Retail ❑Warehouse ❑Hotel/Motel ❑School Support Areas Complete Area Category Tailored TotalLighting Tonal Adjusted spacesbube be Tntp, B ) y Wildomar,Ca 92595 ❑Parking Garage ❑High-Rise RrssdenWl O Relowtable ❑Healthcare ❑Other(Write in) canbinedJw Building Category Additional 5140.5lL)} = Allowed DesgnedCredits = (Watts) 05 muribe>=oe 'FOOTNOTE.-Design WmNfo smoN openurc oM role,chonginq fuminoim which quofhper 4140.6fo14A is adjusted robe75%oJ dseir rated wattage.Tobk Foutomatcaf!makes comphorrce gin 414061c11 41406ft17 41406fd2G (e) (Watts) (Watts) 2 -Includes 4140.E this adjustment,the permit applicant should enter Jug rated wattage in column 05. 951-902-6600 B.PROJECT SCOPE 14 1 (<) Adjustments !Authority Nnving/urisdiction may ask for tuminaie cla,lbetsto..fi-wattage uedfor compliance per¢L'yl'y Waltope usedmust be Me maaimum rofrd/or the luminoirr,not Info@WinstonEngineeringLLC.com This,able Includes any lighting systems that ore within the scope of the permit application and ore demonstrating compliance using the prescriptive path outlined in 140.E or (See Table 1) (SeeTableII (SeeTableJ) (SeeTableK) (SeeTableP) The lam➢. §141.0lbQ foralteranons. Conditioned fill = 611 2 498.8 - 498.8 COMPLIES g g Scope of Work Conditioned spaces Unconditioned spaces _ UVWW. IIIStOn n Ineerin .com Uncondltbned G.MODULAR LIGHTING SYSTEMS Ul 02 03 D4 Os Controls Compliance(See Table H Far Detalk) COMPUES This section does not apply to this project. My Project Consists of Icheck all that apply): Calculation Method Area(fez) Calculation Method Area(it') Rated Power Reduction Compliance(See Table Q for Detdk) H.INDOOR LIGHTING CONTROLS(Not Including PAFs) ® New Lighting System Complete Building Method 940 N/A 0 D.EKCEPTIONAL CONDITIONS This wbielnclades lighting controlsforcondindiedand iprconddioned spaces.When a control having a•ushown.the notes section 0 this table provides more detail on how Q��r���QA' ❑ New Lighting System-Parking Garage N/A 0 N/A 0 conplfance is achieved.The hghung controls section of the Complance Summary Table on thefirst page will show"DOES NOT COMPLY'ff the notes are left blank. - .l IY'QC'Thil able,,..to fled wuh,n dgable comment,becouse.1 selections mode w data entered in tables Throughout thirf ft, /.� N` W'NS F Total Area of Work(hl) 940 BuildingLevel Controls V �f E.ADDITIONAL REMARKS 0L 02 03 This table includes remarks mode by Me permit licant to the Atrtharity Navin ludsdktiar Mandatory Demand Response Field Inspector e app g 6110171EI ShIA�oN control:41w.11c1 � Q PASS Fall allo.E-24881 M F.INDOOR UGHTING FIXTURE SCHEDULE ND:Requ tied-:=m,00D Si See Area/Space Level Controls ❑ ❑ TT7 This table includes oil permanent designed lghting and at(portable tightiw in offices. Area Level Controls _ OB Iq Designed Wattage:Conditioned Spares oil 0s a8 09 1D 11 12 Ol 02 03 1 G4 1 OS 1 06 1 OF N 09 SO /1c/vPp f�P Complete Building or Area MuN1-Level Primary/SkY Secondary Interlocked Small Field Ins ector Arca o I,il S Shu6Wf Controls lit Field Inspectcr - Name or ttem Complete Luminaire Modular Want per How is Wattage Total Number -ded per p Area Description Gregory Primary Function Controls Daylighting Systems r T.: Description (Tr ,FuIxt.ne Aperture luminaires dMennlned of Wminalres 6190.6fa13 Design Watts Area 4130'llal 4130.11b1 6130.IIL1 DW4130 n1e)g q y�l 31A0.Nall Color Changes Pass Fail Pass Fail OFFICE OR—Buildmg Manual Dimmer Occupancy Sensor Included Included No ❑ ❑ ON/OFF PROJECT NAME: Registration Number: Registration DMe/Time: Registration Provider:Energy Code Ace Registration Number. Registration Did frime: PegistrationPwder Energy Cad Ace R istre tion Number, Re atretian Date/Time: Registration provide:E-rgy Code Ace G Building Energy Effltlenty Standards-2019Nonresidential COmINDnce Report Version: 02OD Belson Geneate0 2021-06-0416:1213 CA Building Energy Efficiency Standards-2019 Nonresidential Compliance Re nWrion',2D19.1003 Report Generated 2021-060416.1213 CA Building Energy Efhnency Standards-2019 Nonresidential Compliance Report Verson 2019,1003 Re Schema Verson:rev 20100601 rig ryy p po rig p pan Generated 2D21-06-04 16:1213 5<Mma versant rev 20200601 Schema yersron:rPa 70200601 RIVERA TOWING LAKE ELSINORE STALE OF CALIFORNIA Indoor Lighting sTAFE01 IFORNIA COMMERCIAL NRc[iP-E CALIFORNIA ENERGY COMMISSION Indoor Lighting stATE OF CALIFOANIa CERTIFICATE OF COMPLIANCE NRCC{TFE NKCATI-f CALIFORNIA ENERGY COMMISSION Indoor Lighting PProject Name: RNara Towing Repon Page: (page 4.17) CERnFKATE Of COMPLWICE NRCC{n-E IIACCin-f CALIFORNIA ENERGY COMMISSION PROJECT ADDRESS: PFolta Address: Join.Prepared: 2021-06-04T19.12:28-0400 llinject Name: F,, ,i Tn-ing Report Page- (Page 5.17) CE1,111F TE OF COMPLIANCE NRCCihE PnjM Adaest: pate Prepared: 1021-06MT1912':28-Oa 00 Prolen Name: Rivera ipwing Report Page- (Page 60f 7) H.INDOOR LIGHTING CONTROLS(Not indulging PAFs) Ilincject Acki jOate,Prepared: 2021 M4471912:28-04 00 1 146 W. FLINT ST, 'NOTES.Controls with a<require a note in the space below esplaining how compliance Is achieved. 13 O.ADDITIONAL LIGHTING ALLOWANCE:TAILORED VERY VALUABLE MERCHANDISE LAKE E LS I N O RE, EX:Conference 2:Prknary/Skyrill DayNghting.E-lar because less than 120 watts oJgeneralllght/ng;EXCEPTroN 1 Thu section does not apply to this project. U.DECLARATION OF REQUIRED CERTIFICATES OF ACCEPTANCE to 1 .2 2 Nan Sheet Showing Oay1R Zones: Selections hove been mode based on ulfidrmorion provided In this document if airy selection hove been changed by the permit opplkan4 an"planation should be included in Table E. CA 92530 E2.2 P,POWER ADJUSTMENT:LIGHTING CONTROL CREDIT(POWER ADJUSTMENT FACTOR(PAF)) Additional Remarks.These documents must be provided to the building inspector during construction and any with"-A"m the form name must be completed through on Acceptance This section does not appH to this project. Test Technician CertiJlronoa provider JATTCP).For more Information visit:http://www.energy.co.gov/tak24/attcp/pfovid-htnV 1.LIGHTING POWER ALLOWANCE:COMPLETE BUILDING OR AREA CATEGORY METHODS Field Inspector Each area Complying udbg the Complete Budding Or Are.Category Methods per 6140 6ib arc included in this table.Column 06 indicates if oddirl-f lighting power.flo.m.es per Yes No Form/Title Falls4 RATED POWER REDUCTION COMPLIANCE FOR ALTERATIONS Id¢ n.6;i1 or.djustments per aid,^6iul orebeingused. • NRG-LTI-0O-A-Must be submitted fa Occupancy sensors and automatic time switch controls. ❑ ❑ This section does not apply to this project, Conditioned Spaces • O NRG{TI-03-A-Must he submitted far automatic daylight controls. ❑ ❑ PROJECT#: 396-1 Ol Og 04 OS OB 0.809E LIGHTING POWER FOR ALL AI.TERATIONS-CONTROLS EXCEPTIONS - • NILG{TI-0a-A-Must be wbmlttedfw demand responsive lighting controls. ❑ ❑ Area Description Lomplete Buildingor Area Category Primary Allowed oeru4y Area lies) Allowed Wattage Additional Allowance/Adlustmrnt This section dcesnot apply to this project. _ • NRG{TI-0SA.-Must be submitted institutional tuning pwireradrystment factor,(PAT) ❑ ❑ REVISION SCHEDULE Function Area jW/hrl (Watts) Area Category PAT OF rIC[ Office Build ing 0.65 940 611 No NO S.DAYLIGHT DESIGN POWER ADJUSTMENT FACTOR(PAT) 0 ISSUE DATE TOTALS: 940 611 See Tables I,w P for detail ThIt 5ecbgn aaet opt appal m sal:projett. INITIAL RELEASE 06/04/2021 0 PLAN CHECK 1 08/23/2021 .ADDITIONAL ALLOWANCE:AREA CATEGORY METHOD QUALIFYING LIGHTING SYSTEM T.DECLARATION OF REQUIRED CERTIFICATES OF INSTALLATION This ration does not apply to this project Selections hove been mode based on information provided In this document iJorry sefectbn hove been changed by permit applicant,gin explanation shouts be included in Table E. dd7nona!Remarks.These documents must be provided to the building inspector during construction and can be found online at K.TAILORED METHOD GENERAL LIGHTING POWERALLOWANCE hrtgis://www gy.mgw/tltle2412DI%tondafds/2019 compliance documentWNonmWennal Documents/NRCU This section does not apply to this prolect. Yes No FormliTitle Field Inspector Pass I Fan L.ADDITIONAL LIGHTING ALLOWANCE:TAILORED WALL DISPLAY • C NRCI{TI-01{-Must be submitted for all buildings ❑ ❑ Thlz section does not apply to this project. O • NRCI{TI-024-Must be submitted for a lighting control system,or for an Energy Management Control System(EMCSI,to be ❑ ❑ recognized for compliance. M.ADDITIONAL LIGHTING ALLOWANCE:TAILORED FLOOR AND TASK UGHTING O • NRCI-LTI-04{-Must be submitted for two Interlocked systems serving an audltorwm,a convention center,a conference room,a ❑ ❑ this section does not apply to this project. multipurpose room or a theater to be recall far compliance. O • NRCI{TI-05-E.Must be submitted for a Power Adjustment Factor(PATI to be recognited for compliance. ❑ ❑ N.ADDITIONAL LIGHTING ALLOWANCE:TAILORED OIINAMENTAL/SPECIAL EFFECTS 1 0 1 • 1 NRCI{TI-064-Must be submitted for additional wattage installed in a video conferencing studio to be recognized for compliance. ❑ ❑ Th l action does not appry to this project. Regulatior Number: Registration DMefTime: Registration Provider:Energy Code Ace Registration NurMer: Regnualion DMe/rime: Pegistratim Provider.Energy Code Ace U Building Energy ENl(IMCY Stantlarot-2019NmresldentWl ComlNWnce Retort Wr r:-202OD Belson Geneated 2021-06-0416:12.13 Registration Number: Regnuation DalefTime: Registration Provder:Emtgy Code Ace %Mina Wrsan:rev 20200601 CA Building Energy Efficiency Standards Nonresidential Compliance Report Verson.20I9,1003 Report Generated 2021-0fi-0416:1213 Schema wrn.n:rev 20200601 CA Building Energy EMclency Standards-2019 Nonresidential Compliance Report Verson 2D19.1003 Report Generated.2021,06-04 16:12 13 Schema Vernon:rev 2020MI ST4iE OF cALIFOFNIA Indoor Lighting NRc"II CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC{n4 Prolect Na­ Towing Report Page: IPage 7 of 7J Project Address: l0nin,Prepared: 2021 0604T19 1Z:MD4 00 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT I certify that this Certificate of Compliance documentation is accurate and complete. D-erRnim Author Neme Dptsrme,t ed,Author 9...we Nick Carley conpanv'. siptabinl a 080tf2021 Winston Engineering Mdru,:23M CLAiTON KEITH RD 4114-391 CW NIBS WtlRatnn Identdionon Id alrolloMel: Grr,sulem,WILIIOMAR CA 92595 Phom:951-91D28600 RESPONSIBLE PERSON'S DECLARATION STATEMENT u ,Ntin bawmg vnmr p.nalr,a al,�..I.Iaermelawsa Ira sine p unom,, L. Theanlomwnn,pwldetl an[nu Ceniene of Compianre is[rile ardcorren 2 1-lile unW.Go-3 or me 6uunewan4 Rofessbni Cade to nitplreFllomaiity br the-ring eetign in sru..11.,r Wen don tni,Cenifne of Comyiana(ns .VW.dli.,el I Th,.n.rgy N.-ma;wbrmano s flfiotbns.n,m,als,mmpprcms,and mwwlaaured a.-.la tle bulbre arson wwitem drwnld.albM-,b,i cime-of Comp4 oar,arm mine rnul ri, ,FTte 24,Part b Part 1 or 6 1 Me Cr4fomu Code of ReFulebom a. The-I..@ d.pgn.mol ar Fytem eecgn Mturx-n on an.C.mbr of romplana aro ran eat wim tM lnformxim pr«Me.on oleo apPlkabla cwrpkrrto.a.n✓nenN,wnbbeni,rakubtan4 p mini,peclf, t ,subrrtni theenf.....taaency ForalFrPVMwimths Glerlgp t,ippb a b,, s, 1wlenwe mn.(olroanee denea twrarht c<.m6rat<pt campliantesmall b<mude«wa<won m<bwlaing p<rmnw itwta norizwwro.tgaria md<avwaN<wme elapN<merR zpmiw ar,n.PPlkaek Inlp.caaru.nulbarsbrd tnata mmperM zvtlsM copy of ems eemfvm pepmpana lsrnuirad ro bbcsu0ed w.tM1 me documxuatlm[hebrdM proaiz .0uibingpnwr at atanamµ Responsible Dotpw.Name:Anthony William III Resppmibk Desp�e.Spature: cmipanv'.Winnon Engalae ors. Dnv SyisE.W D42021 Wdren 2390E CLINTON KEITH RD 1114-361 uu Ise:E10B01 ■ OtylF 17ip WILDOMAR CA 92595 Ph-951-9026600 E5 0 APPROVAL TITLE 24 FORMS Riverside county Fire Depi nmenl Once of the Fire Marshal BY: FSSKEVINSHIN Copy Protection 10/26/2021 City of Lake Elsinore RKa[reti.n Norther Registration Dne/Time: RKlsLalbn provider Energy Code Axe CA Building Energy ENlclency Standards nonresidential Compliance Report Version.2019.1003 PepiM Generated.2 02 14641 16',12.13 The apt.,dl IIprnr,and space f,,Itys aces not permit me en8satl i g tl gas and o oleo",dellnon.omlaaion or rarity lnaallarp.aany /e„.,�pgsFAt¢d��v aNmd�a 9O e' aft. Schema Version; requirements oIiTrie 24 or any Lowl Ordinances.epnavunbon `oa�ee�RdyMt9hSRbkbdpNd�pre-eapw shall remain accessible and exposed nor in.pe b.n purposes d In until approved by Fle Fire Depadmeni. nnectLa23m a'4'/21RIN l ( !4r9h�(jy(le specific project forwhKh they have den prepare w sent of the inaengineer.Visual contact with� wiiigs end specifications shall eo Submittal of documents to ublie agencies shall not 1,coneldered waiver of Engine Ekcidcd Curlier Of RewN STATE OF CAtAORNIA start OF CALIFORNIA Outdoor Lighting Outdoor Lighting SGTF OF CALIFOFNIA NaccaTOF CALIFORNIA ENERGY COMMISSION NpctaroE CALIFORNIA ENERGY COMMISSION Outdoor Lighting n-T, CALIFORNIA ENERGY COMMISSION CERTIFICATE Of COMPIWICE NRCC-IiCFE CERTi1G7E Of COMPLIANCE NRCGT04: ►ro,2 Name: RWeraT IF1g Report Page-. (p�2o1 t) CERTIFKATE Of COMPWNCE NRCC-0iDF - -'- ProfrNt Name: byi Report Page tpm 1 of a) P.Jea Name: .-a Tn.lF.Report Page (pees 30l a) Profs ct Address: Date Prepared: 2o21-06MT29.32:4}w 00 ►rolect Address: Date►rewrad: 2021-06-0sn9.32',49-G4 00 ►rolarf Address Dare Prepared: 2021-06Mr19 3m o a) W I N S TO N ENGINEERING L L C A.GENERAL INFORMATION C.COMPLIFWCE RESULTS F.OUTDOOR LIGHTING FUfTURE SCHEDULE 01 Protect Location(city) Lake Elsinore 2 Results in this table ore outomatical cakulated tom data input and mkularsans in Tables F rhr h i.Note: an cellar this table so COMPLIES with Exceptional Conditions"re M Total Illuminated Hardscape Area(h I 350 fY J Pu oug N Y says" P Jet Oi Climate Zone 10 to Table D.Exceptional CandlrionsJ guidance asee appllcoble Table referenced below. Far new or altered lighting systems demonstrating compliwrce wdh 4140,7 off newluminaires being instated and any existing lummoirn remWninq Or being moved within the spaces 03 Outdoor Lighting Zone per Title 24 Pan 1410.114 or as designated by Authority Having Jurisdiction(AH/l' CAkWNbns of Toul AllovrgdU htin Power Wads 140.7 m4141.db121 covered by the perms[application are mcfudedm the Table below For anered fighting systems using The Existing Power method per 4141.0/6/H only new luminaires being installed and Lighting (Wafts)4 Compliance Results repkicemeor luminoires being insrafled as part of the Project scope are included(re,existing luminaires re ruirfl or existing luminaires being moved are not Included). ❑ LZ-O:Very LOW-Undeveloped Parkland 1 ® LZ-2:Moderate-Rural Arai 1 ❑ 1Z-4:High-Must the reviewed by CA Energy Commission for Approval Ol 02 03 04 05 Ofi 07 08 119 Designed Wattage: ❑ LZ-1:low-Developed Parkland ❑ LZ-3:Moderately High-Urban Areas General Exisan Per Sales Per Specific g Ol 02 03 04 OS 06 07 OR D9 30 Hardscape Ornamenal Poorer = 23905 Clinton Keith Rd 114-381 a.PROJECT SCOPE Ajlawarlce Application frontage rnam 2 Area Albwance Total Allowed 2 Total Actual 07 most be>x0e Cutoff 4140.7(d12 4140.71d12 61403d)2 (Watts) (Watts) Howls Rpq'> Field92595 This table Includes ourdole fighting systems that are.4hin Me scope of the permit application and-demormho ling compliance using the Prescriptive path outhned in 4140 7 or 4194J1 e 1 (See Table 1) (See Table K (See Table L) tee Tablets 6141.016)2L Name a Item Watts per total number 2 St tnaa, Excluded per men mltlal Inspector W lldoma 0 -6 00 Complete Luminaire Description Wattage 2 s design Watts I ( 1 T Iuminaire't luminaires Statist 614D.71a1 lumen output 414torm7;Jorprrrrotions. IS (SeeTabieNl all determine �(�, PaSS Fail 951-902-6600 302.7S 35 OR - = 337.75 2 72.8 COMpDEs My Project Consist,Of; - - -- LED WALL Info@WinstonEngineeringLLC.com Cutoff Compliance(See Table G for DealN) N/A LED WALL CYLINDER LIGHT- NA:<620D 01 @ CYLINDER LITHONIADLLWD ❑tirw4r 9.1 MIr.Spec 8 New ❑ 72.8 lumens ❑ ❑ wwW-WinstonEngineeringLLC.com ® New Lighting System Must Comply with Allowances f chit 6740 7 I Controls Compliance(lee Table H for DetaIN) COMPLIES LIGHT ❑ Altered lighting System Is your aheration increasing the connected lighting load I Wans)7 Yes 0 No Total Design Welts: 72-8 03 04 - D.EXCEPTIONAL CONDITIONS •NOTES:Selections with a•require a note in Me space below explaining how compliance n achieved. of EDistin This rabic is auto-pard with unedifoble comments because offtlect/ons made a data enteredin tables throughout theform. x:lumnivke isA hog a,carve;EXCEPT"2 m S;;U;te, R Lumina res Be�nP.Altered' Sum Total o/Luminaues Being Added or Altered Calculation Method Total Harass Area In Table A does not match the areas entered in Table I.Please review for compliance. 'FOOTNOTES.AurMnt Hwy Iwudr[nan mop oil Lumunke tut snee[s to ton um,wz[t d x p r nor f f o9eue Jor rampnanre pis t �OF�W/O ❑ <io91 ❑ >•1091 and<50% ❑ >-sox 2 Faxnepr k,maaPke:,wvrroa sh«id br inAcpred as w/gimtead of Hanc/wmi,iwre.Tame basher d,owd be Iadrepred in coAan+I os msmd ynwnbr.y nnmawirea, Please pateedro Table F.Outdoor Lighting Fixture Schedule todefire the project's luminaires. E.ADOITIONAL REMARKS s5errct'New'far new kmknakesinanew modavr ligh.V praiecL afor added him-rein,an olbrvsivri.Select'Altered"Ja replxrme.luminares M as akemanc,SeI-*Existing m Remain' /�Q� �� WINgyl `Z s fOOJNOIES:%oJExhtug Luminaires Being Altered (Sum Total ofLum Me oJ lnoves Being Added orARered/Existing Luminaires Wthin Scope the Permit Applkri atha log. This table includes remarks made by Me permit applicant to tIK Authority Having urhdiction. for existing aminamo,within the projerlsdpe shot tiro iron being anacdarld are remaining.SehetTiuing Rea,taued-fix, bminakes whkh we being emoved-of reinstanedm pan of V �/ / the aoka stop,. 4complionce with maraatovy Nto#requrements is requrredfw/umir,okes with MnblNmen output-6,WO unfess exempted by 4TRn.2lbl ' m G.CUTOFF REQUIREMENTS(BUG) a cc No.E-20MIm This section don not apply to this project. L9 _ OF CA��F Registration Number: Reg,,inion Date/Time: Registration Prwider:Energy Code Ace Registration Number: Rli slratien DMefnate: Registration Provide,:Energy Code Ace PROJECT NAME: Registration Number Registration Date/Time: Registration Provider:Energy Code Pie CABullring Erergy HBclency Standards-2019Nunf Wemlel Compliance Report Verson.2019,1003 Report Generated.20211106-0416:32.32 CA Building Energy Efficiency Standards-2019 NonrnldemNl Compliance Report Venial 2019LI,003 Report Generated.2021-06-0416:32:32 Schema Verson',rev 202OD601 Schema version:rev 202OD601 CA Bullring Energy Efficiency Standards-2019 Nonresidential Compliance Report Wouch,.2019.1003 Repots Generated:2021-0604 16:32 32 Schema W ruon',rev 2020MI RIVERA TOWING LAKE ELSINORE STATE OF cALIFORNIA STATE Of CPLIFCwNIA STAY OV GLnORNIA Outdoor Lighting COMMERCIAL Outdoor Lighting rep a o-f CALIFORNIA ENERGY COMMISSION Outdoor Lighting CERTIFICATE CALIFORNIA ENERGY COMMISSION CERTIFECATE Of COMPLIANCE NRCC-LTO-f hes,-IFlCA CALIFORNIA ENERGY COMMISSION CERTFICATf Of COMPUANCE NRCC-lT0{ CERTIFKATE Of COMPUANCE NRCC-1T04 ProleCl Name: Toying Report Page- (per 4.18]) ►taint Name: l were T inc Reeon Page: (Page S d S) Protert Name: Rivere Towing Aeeort Page: (Page 6 of all rrolertA ldress Daa Prepared: 2021-06-04T793249040o PROJECT ADDRESS: PrejM Address: jDatir Prepared: 2021-06-04719 32:49-04 00 jProject Address: Date Prepared: 2021-06-04119 32:4%Oa W H.OUTDOOR LIGHTING CONTROLS I.UGHTING POWER ALLOWANCE(per 6140.7) M.LIGHTING ALLOWANCE:PER SPECIFIC AREA 1 146 W. FLINT ST, Marais demonstrates compliance with controls requirements for all new w altered lurmnoires installed as port of ten permit a This table Includes areas using chc wance calculations per 614D.7.General Nardscope of LAKE E L S I N O R E, pplication.Fa onerotion projects,luminaires which are rfowance is Table 140.7 A while"Use rT or lose n'Ali...are This table areas using the wattage may note per enforr t area from tat,IF 140.7E B.More than om speufic area allowance maybe token in a singk protect.If appbcobk. exisan to remain(ie untouched)and luminaires which are removed and reinstalled(wirf only)do not need to be Inchided in this table even i t Per per Table 1a0.7-B. N General "Use It or lase It" (select all that apply)(select all that apply) g rtg J hty are within the spaces covered by Indicate which allowances are beingused to est nd sectlons or user/ However,muniple spelliJc area allowances may not be taken for the exact some area on the srte- pa J y*Luminoir'U Nard,.pe the permit application. ❑Per ®Per Spenfrc CA 92530 When ono lion having that qualify Jor one oJthe"Use if or it"allowances shag rotquoRJyJor arrother"Use Allowance ❑Sales frontage ❑Ornamental Ol @ 03 W 05 O6 07 p ,g a•is selected,Me notes section of Mu tool,must be completed.The lighting controls section of the Compliance Summary Table on the first page will show Application Area "DOES NOT COMPLY'IJ Me notes are left blank. It or rose R'ofbwonce. Table A Table L CALCULATED ALLOWANCE(Watts) DESIGN WATTS Additional Tabkllbelow) Tablet Tablets MandatoryControls Calculated General Hardscape Lighting Power Allowance Table 140.7-A(1Z 0,1&4 Area Description Specific Area Ty140 pe per T Allowed Extra Luminaire pis g g per ) p Specific Area Warts per aof Allowance M IDg 0S This section does not apply,to this project. (h2)t Luminaire Wminaires IWattsl Density Allowance Name or Design Watts IW/Its) IWansl ttem Tag cakulated General Hardscape Lighting Power Allowance per Table 140.7-A fLZ 2&3) LED WALL Ares Description Shut-Off Auto-Schedule Motion Sensor Field Inspector 02 03 04 OS 06 07 Og 9 10 PERIMETER OF OFFICE BUILDING Buibingfacade 350 CA 35 CYLINDER 11.1 6 72.8 35 4I30.Hclt 4130.]frl] 4130.71c13 Area WatageAllowarsce(AWA) Area WatageAlowance(AWA) LIGHT PROJECT#: 396-1 Pau Fail Taal General Wear Total Design Watts for this Area: 72.8 PERIMETER OF OFFICE:LED WALL CYLINDER Area Description Surface Type Illuminated��[A­Albwance Perimeter Albwed AWA•lWAAttonomkalTimer ves Yes ❑ ❑ Allowance REVISION SCHEDULE LIGHTArea(res) (waml Length Q0 �Y(W/H) IWatal Toal AlbwancalWaHslMAnas: 35 •N07F5:Cantrob waha•re4idreanoteinmespode below expbiMnq how compliance ua[hkved cwala) IFOOTN0M.See Tabiel4O)gJar Mies Jo,cokWatMa Me speOfk areas de for these additional bpnring aaensim . Q ISSUE DATE EX:erorpemmTted Or neann&soferyrocerwned pJf FxcEP7wN1[0nr u>�� �,I PERIMETER OF OFFICE Concrete 11, 0.025 8.71 130 oa 44 52-75 7Forkmerake-choatcom Took Foskneac watm9,inr0Amo O7rs w7Tfmsfrodef Hnttu/7umuroire Tor A-leershouldbe indrootedm rahsmnogmsreodofnamberllwmnames INITIAL RELEASE 06/04/2021 Initial Wattage Allowance for Entire Site(Walls): 251) Total General Hardsnp Allowance Allownce(Waits): 302 75. N.EXISTING CONDITIONS POWER ALLOWANCE(altera stion only) 0 PLAN CHECK 1 08/23/2021 This secoon does not apply Into.,W.1-t. .LIGHTING ALLOWANCE:PER APPLICATION This section does not.,pply to this p,,J cd 0.DECLARATION OF REQUIRED CERTIFICATES OF INSTALLATION Selections have been made based on mformotion provided in this document,if any selection have been charged by pemrn applicant,an expfaneran should be included in Tobk E, K.LIGHTING ALLOWANCE:SALES FRONTAGE AdditionarlRemorks,,These documents must be provided to the building inspector during constrrrction and con be fount online at This section does not apply to this project, hir w psVIorwentergy.co gwvlWe241201%mndards/2019-romp)santt-documerts/Nonresidentia!-Documents/NRCV Field l yes No Form/TitleInspectorL LIGHTING ALLOWANCE:ORNAMENTAL Pais FaR This section does not apply to this project 0 O NRCI-LTO.O1-E-Must be submitted for all buildings ❑ ❑ Q RC.1 Must be submitted for a lighting control system,or for an Energy Management Control System(EMC5),to be ❑ ❑ recognised for compliance. lration Number. fw t t DMe/Time: RegistrationProvider:Ener Code Ate Registration Number: Ragstration t it!/TIIne: Retilaiat or P,wlUe,:Energy Cooe Ace Registration Number: tration Date/Tlme: fe istrali«1 Provider:Ener Code Ace Rego gn,a fan Energy Registration g Energy Code Building Energy Efficiency 5andards-Z019 Nonresidential Compliance Report Version.2019.1003 Report Generated.2021-0604 16'.32.32 CA Building Energy Efficiency Standards-2019 Nonresidential Compliance Report vs,,eon.2D19.1003 RePW Generated.2021IG60416:32.32 ScMma Version:rw 202OD601 CABuiloma Energy Efficiency Standards-2019 Nomnldemlal Compliance Report Ve-2019.1003 Report Generated.2021-06-04163232 Schema W uon:rev 20200601 Risema Venom rev 2020OW1 OUt .O rlighting STATE OF CALNOxNlA Hatt-.TD-F CALIFORNIA ENERGY COMMISSION Outdoor Lighting CERTIFICATE Of COMPLIANCE NRCCATC-11 n0.CCatt1-F CALIFORNIA ENERGY COMMISSION Project Name: Revere Tuwlna Report Page- (Page 7 of a) CERTIFICATE OF COMPLWLCE NIICC4TOE Proles Address: Date Prepared: 202146-04T1932:490400 ►ralea Name: RYvera T Ing Repots Page (Pees a of e) Project Address: Date Prepared: 2021-0644T1932:49-0400 P.DECLARATION OF REQUIRED CERTIFICATES OF ACCEPTANCE DOCUMENTATION AUTHOR'S DECLARATION STATEMENT Selections have been made based on Information provided in this document.If airy selection have been changed by permit applicant.an explanation shoud be included in Table E. I certify that this Certificate of Compliance documentation is accurate and lwmplete. Additional Remarks.These documents must be provided to the building Inspector during comrnrcnon and most be completed through an Acceptance Test Technician Certrflcatfon Provider(ATTCP).Famaernformotion Wsit:hnp.//www.energy.m.gov/titte24lattcplpraviders.htmf Doc ,,urivn Author Name Do[umenlnion Aulnw Ssn,Ivre. Field Impector Nick Carley Yes No F;.-/Title -No, s®amro col.: Pss6 Winston Engineering 0G0112021 • O IUn11NireS.NmInar O-02-A-Must be wbmltted for all Outdoor lighting controls except for alterations where controls are added to<=20 ❑ ❑ addres,:239D5 CLINTON KEITH RD 0114-381 CEAI Nts6 Canwo xv,Nendksbon Idapprolye): Gtv/5ux@/ZiP WIDOIAAR CA 92595 jPhoee 951-902E600 RESPONSIBLE PERSON'S DECLARATION STATEMENT 1 him"tree rdosing vnmr avmlty or Per—tree,[me laws a the_.or Talltomk. L Thernlwmur-wov=nIF.C,mf-e of CPmploncen true and ammo 2, Iass.lgldeuMPOIW.ien 3 or th,11.0onsana ievhs,a Chair to e[dsit onvoinLiry Sortie braking detign or Wem ell identaled ontMS Crehri e a comdian[e lees shil devgnenl 3. Thaanany halurasail PWbmand rpclflra[ens.tar[coals,mmponms,ana mFMaromed it.-ter Me bu"MFgn or gswmaeyp,1-01.on this[e,h..or C-l­cDdwm to lMoxh. eh-, d Talk 24,Prxt 1 and Port 6d the CAlome Code vl Reaulabdn. A. Thor bWNme ded8n havw masMvm Fitme argn NNturvs Mnark4 on ink GnlRra[ealCampllanu tiro wnuu.m with tb lnformNlon pwNadadhw aDplkabh[ampYrce400.masts,wM,nvars.okWatms, pan and,p«woton,subitted the enforcent agency frappwrt with dx,bub wr n mrt.pplxalltm 5, 1walyenwe then tomdNed eared low of ten CerlifioreWCompliui[a shell be nestle-Axwe with the bolding oe-os)iswed for the hi fry.ano made"able loth,t,os..-aeenty hot dl tophilele Impreaom IurWvnOM chat.romdvted terms cow Jinn Cmifratx d Compaan«I.ea4urredmbe.hc-.d ecth[hv donumadatlan env. .Qarpraadw .nor aulNrng asv «cups«µ E5 ■ 1 Pe,ponuble Dnip,e•Name'Anthmy Wnald,Rl Re,pon,ibk DssOc,Sp,rturc: /. Company.VA,Ssbn Egineerlrg Inc. mN sywd.O6N4R01f Wdrm,:23905 CLINTON KEITH RD As 14.381 Unm,e:E20881 Gtv/suxefliP WILOOMAR CA Ill Phdw 951.902,6600 APPROVAL Riverside County Fire Department Office of the Fire Marshal TITLE 24 FORMS By: FSS KEVIN SHIN 10/26/2021 Copy Protection Thaappmvaldplana,ndveeficati-d...nmpermit the vioatron City of Lake Elsinore l ,tleletion,amisaion orfeulry inatalledon of eny ,<auitem of TRI<z4 of any Lncel0ou...<a.Con-d., These drawings and f(Li l yA8�i1(��Jigns and shall remain accessible and exposed for inspection PurposesRSc , k� y,�ep�,. until approved by the Fire Depar=.o range is re 1 de iler,� property dthe engine seof in Restoration Number: Retoration Dete/Time: Registration Provider:Energy Code Ace oxm..tDEfNJh>fId/P�r l�,bl ( !�(Ihhnj)ie specific protect Regutratfon Number: Registration Date/Time: Registration P,wider:Energy Code Ace f rwhich they have nemn preparea nnon-then consent of the CA Bullring Energy Efficiency Standards-2019 Nonresidential Compliance Report Venuon,2019,1003 Report Generated.2021-060416:32.32 englneer.VMA rigs and speeifie^isions m Schaa sax-:rev er 20200601 CA Bullring Energy Efficiency Standards-2019 Nonresidential Complemle Report Version:2019.1003 Report Generated.202106 04 16':32 32 sha isual ranee[wit 11.0 Scheme VB,TaOn:rev 70700601 Submieal of documents to ublie agencies shall not be considered waiver of Engine