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14020070-DCITY OF CUPERTINO BUILDING PERMIT BUILDING ADDRESS: 10615 GLENVIEW AVE CONTRACTOR: 4BB-_TO_B_E PERMIT NO: 14020070 I]ET-ER iNER -� OWNER'S NAME: TU MIN AND WANG YUE ,(JrDATE ISSUED: 06/17/2014 OWNER'S PHONE: 4082427117 6 1 rL46 f) PHONE NO: ❑ LICENSED CONTRACTOR'S DECLARATION JOB DESCRIPTION: RESIDENTIAL COMMERCIAL ❑ / CONSTRUCT ONE STORY ADDITION TO EXISTING License Class Lic. # /� —1,12i7 DWELLING (1114 SQ FT); INTERIOR REMODEL (584 SQ FT); Contractor ate •-� I RELOCATE AND REPLACE FURNACE AND RELOCATE (E) ense under the provisions of Chapter 9 I hereby affirm that I �ion (commencing with Sec000) ofDivision 3 of the Business & Professions Code and that my license is in full force and effect. I hereby affirm under penalty of perjury one of the following two declarations: I have and will maintain a certificate of consent to self -insure for W'orker's Compensation, as provided for by Section 3700 of the Labor Code, for the Sq. Ft Floor Area: Valuation: $179820 performance of the work for which this permit is issued. I have and will maintain Worker's Compensation Insurance, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this APN Number: 36926025.00 Occupancy Type: permit is issued. APPLICANT CERTIFICATION I certify that I have read this application and state that the above information is PERMIT EXPIRES IF WORK IS NOT STARTED correct. I agree to comply with all city and county ordinances and state laws relating WITHIN 180 DAYS OF PERMIT ISSUANCE OR to building construction, and hereby authorize representatives of this city to enter upon the above mentioned property for inspection purposes. (We) agree to save 180 DAYS FROM LAST CALLED INSPECTION. indemnify and keep harmless the City of Cupertino against liabilities, judgments, costs, and expenses which may accrue against said City in consequence of the granting of this permit. Additionally, the applicant understands and will comply Issued by: Date: with all non -point source regulations per the Cupertino Municipal Code, Section 9.18. RE -ROOFS: �) Signature � Date 4 All roofs shall be inspected prior to any roofing material being installed. If a roof is installed without first obtaining an inspection, I agree to remove all new materials for inspection. ❑ OWNER -BUILDER DECLARATION Signature of Applicant: Date: I hereby affirm that I am exempt from the Contractor's License Law for one of the following two reasons: ALL ROOF COVERINGS TO BE CLASS "A" OR BETTER 1, as owner of the property, or my employees with wages as their sole compensation, wil I do the work, and the structure is not intended or offered for sale (Sec.7044, Business & Professions Code) 1, as owner of the property, am exclusively contracting with licensed contractors to HAZARDOUS MATERIALS DISCLOSURE construct the project (Sec.7044, Business & Professions Code). I have read the hazardous materials requirements under Chapter 6.95 of the California Health & Safety Code, Sections 25505, 25533, and 25534. I will I hereby affirm under penalty of perjury one of the following three maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and the declarations: Health & Safety Code, Section 25532(a) should I store or handle hazardous I have and will maintain a Certificate of Consent to self -insure for Worker's material. Additionally, should I use equipment or devices which emit hazardous Compensation, as provided for by Section 3700 of the Labor Code, for the air contaminants as defined by the Bay Area Air Quality Management District I performance of the work for which this permit is issued. will maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and I have and will maintain Worker's Compensation Insurance, as provided for by the Health & Safety Code, Sections 25505, 25533, and 25534. Section 3700 of the Labor Code, for the performance of the work for which this Owner or authorized agen : Date: permit is issued. I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Worker's Compensation Taws of California. If, after making this certificate of exemption, 1 CONSTRUCTION LENDING AGENCY become subject to the Worker's Compensation provisions of the Labor Code, I must I hereby affirm that there is a construction lending agency for the performance of forthwith comply with such provisions or this permit shall be deemed revoked. work's for which this permit is issued (Sec. 3097, Civ C.) Lender's Name APPLICANT CERTIFICATION Lender's Address I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above mentioned property for inspection purposes. (We) agree to save ARCHITECT'S DECLARATION indemnify and keep harmless the City of Cupertino against liabilities, judgments, costs, and expenses which may accrue against said City in consequence of the I understand my plans shall be used as public records. granting of this permit. Additionally, the applicant understands and will comply with all non -point source regulations per the Cupertino Municipal Code, Section Licensed Professional 9.18. Signature Date CONSTRUCTION PERMIT APPLICATION6 COMMUNITY DEVELOPMENT DEPARTMENT • BUILDING DIVISION 10300 TORRE AVENUE • CUPERTINO, CA 95014-3255 (408) 777-3228 • FAX (408) 777-3333 • buildingCo)cupertino.org At CUPERTINO ❑ NEW CONSTRUCTION ® ADDITION ❑ ALTERATION/ Ti ❑ REVISION/ DEFERRED ORIGINAL PERMIT # PROJECT ADDRESS 10615 Glenview Ave. 7APN # 369-26-025 OWNER NAME Yue Wang PHONE (408) 242-7117 E-MAIL STREET ADDRESS 10615 Glenview Ave. CITY, STATE, ZIP Cupertino, CA 95014 FAX CONTACT NAME Same as owner PHONE ` ,may E-MAIL )[/ ao `/Q 10 30M(A.. r com C= ` STREET ADDRESS CITY, STATE, ZIP FAX IR OWNER ❑ OWNER -BUILDER ❑ OWNER AGENT ❑ CONTRACTOR ❑ CONTRACTOR .AGENT 13 ARCHITECT ❑ ENGINEER ❑ DEVELOPER ❑ TENANT CONTRACTOR NAME LICENSE NUMBER LICENSE TYPE BUS LIC # COMPANY NAME E-MAIL FAX STREET ADDRESS CITY, STATE, ZIP PHONE ARCHITECT/ENGINEERNAME Mlnxl Liu LICENSE NUMBER C-28980 BUS. LIC# COMPANY NAME Urban Impression E-MAILminxiliu@sbcglobal.net FAX STREET ADDRESS 812 5th Ave. #D CITY, STATE, ZIP Oakland, CA 94606 PHONE (510) 763-6838 DESCRIPTION OF WORK 1. Remove (E) family room. 2. New addition of a master suite, 2 -bedrooms and a family room. 3. Alteration of (E) master suite & hall bath; alteration of (E) bedrooms for a den and hallway. 4. Alteration of entry. 5. Replace (E) furnace. 6. Relocate (E) electrical meter. EXISTING USE PROPOSED USE CONSTR. TYPE # STORIES Single family Single family V-131 1 USE TYPE OCC. SQ.FT. VALUATION ($) EXISTG AREA 1392 NEW FLOOR AREA 1114 DEMO AREA 460 TOTAL NETAREA 2506 NEW V -B R-371114 $144,820 BATHROOM REMODELAREA 108 KITCHEN REMODEL AREA N/A OTHER REMODEL AREA 476 REMODEL V-1384 $35,000 PORCH AREA DECK AREA TOTAL DECK/PORCH AREA AREA: DETACH 92 N/A 92 ATTACH # DPBLLING UNITS: IS A SECOND UNIT YES SECOND STORY YES 1 BEING ADDED? C4NO ADDITION? C4NO PRE -APPLICATION ❑ YES IF YES, PROVIDE COPY OF IS THE BLDG AN ❑ YES RECEIVED BY: TOTAL VALUATION: PLANNING APPL H M NO PLANNING APPROVAL LETTER EICHLER HOME? N NO $1 75,820 By my signature below, I certify to each of the following: I am the property owner or authorized agent to act on the property owner's behalf. I have read this application and the information I have provided is correct. I have read the Description of Work and verify it is accurate. I agree to comply with all applicable local ordinances and state laws relating to building construction. I authorize representatives of Cupertino to enter the above -identified property for inspection purposes. r Date: / -2-12-d Signature of Applicant/Agent: SUPPLEMEN AL INFORMATION REQUIRED PLAN CHECK TYPE ROUTING SLIP ❑ OVER -THE COUNTER UILDING PLAN REVIEW New SFD or Multifamily dwellings: Apply for demolition permit for existing building(s). Demolition permit is required prior to issuance of building permit for new building. ❑ EXPRESS PLANNING PLAN REVIEW 4::PUBLIC Commercial Bldgs: Provide a completed Hazardous Materials Disclosure STANDARD WORKS form if any Hazardous Materials are being used as part of this project. ❑ _ Copy of Planning Approval Letter or Meeting with Planning prior to LARGE ❑ MAJORARY FIRE DEPT SEWER DISTRICT submittal of Building Permit application. ❑ ENVIRONMENTAL HEALTH B1dgApp_2011.doc revised 06/21/11 CITY OF CUPERTINO FEE ESTIMATOR — BUILDING DIVISION OCCUPANCY TYPE: ADDRESS: 10615 glenview ave DATE: REVIEWED BY: Mendez PC FEE'ID APN: BP#: 'VALUATION: 1$179,820 PERMIT TYPE: Building Permit PLAN CHECK TYPE: Addition PRIMARY USE: SFD or Duplex 7OTC? 2nd Unit? Yes • No ® Yes E)No PENTAMATION PERMIT TYPE: 1 R3SFDADD WORK add 1114 sq ft to rear of sfdw to include m.suite 2 bedrooms and family room remodel 584 sq ft thru SCOPE out, relocate and replace furnace and relocate water heater OCCUPANCY TYPE: TYPE OF CONSTR. FLR AREA s.L PC FEES PC FEE'ID BP FEES BP FEE ID R-3 (Custom) II-B,III-B,IV,V-B 1,114 $2,617.06 1R3PLNCK $1,760.50 IR3INSP PME Plan Check: $0.00 1 1 # $139.00 Mechanical IMFR=<100 Furnace, Forced -Air Permit Fee: $1,760.50 Suppl. Insp. Fee:Q Reg. Q OT0,0 hrs $0.00 PME Unit Fee: $0.00 PME Permit Fee: $47.00 TOTALS: 1,114 $2,617.06 $1,760.50 MECH, HOURLY O Yes E) No PLUMB, HOURLY C) Yes Q No ELEC, HOURLY Q Yes (E) No Mech. Plan Check 0.0 1 hrs $0.00 Plan Check Fee: Mech. Permit Fee: IMPERMIT Lj84 J s.f. $488.00 Remodel, Other IREMRESOTH Other Mech. Insp. E hrs $47.00 Suppl. PC Fee: (j) Reg. 0 OT 0,0 NOTE; This estimate does not include fees due to other Departments (i.e. Planning, Public Works, Fire, Sanitary Sewer District, School District, etc.). These fees are based on the preliminary information available and are only an estimate. Contact the Dept for addn'l info. FEE ITEMS free Resolution 11-053 E f 71,13) FEE QTY/FEE MISC ITEMS Plan Check Fee: $2,617.06 Lj84 J s.f. $488.00 Remodel, Other IREMRESOTH Suppl. PC Fee: (j) Reg. 0 OT 0,0 1 hrs $0.00 PME Plan Check: $0.00 1 1 # $139.00 Mechanical IMFR=<100 Furnace, Forced -Air Permit Fee: $1,760.50 Suppl. Insp. Fee:Q Reg. Q OT0,0 hrs $0.00 PME Unit Fee: $0.00 PME Permit Fee: $47.00 0 0 Work Without Permit? 0 Yes (D No $0.00 Advanced Planning Fee: IPLLONGR $155.96 Select a Non -Residential Building or Structure E) Q A Travel Documentation Fee: ITRA VDOC $47.00 Strong, Motion Fee: IBSEISMICR $17.98 Select an Administrative Item Bldg Stds Commission Fee: 1BCBSC $8.00 SUBTOTALS: $4,653.50 $627.00 TOTAL FEE: 1 $5,280.50 Revised: 01115/2014 CUPERTINO / Building Department 6 City Of Cupertino ,4 10300 Torre Avenue Cupertino, CA 95014-3255 Telephone: 408-777-3228 Fax: 408-777-3333 CONTRACTOR / SUBCONTRACTOR LIST JOB ADDRESS:! + PERMIT # 14, OWNER'S NAME: PHONE # 448 ' 1 ff GENERAL CONTRA TOR: do BUSINESS LICENSE # 13�D ADDRESS:,t ` CITY/ZIPCODE: - *Our municipal code requires all businesses working in the city to have a City of Cupertino business license. NO BUILDING FINAL OR FINAL OCCUPANCY INSPECTION(S) WILL BE SCHEDULED UNTIL THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS HAVE OBTAINED A CITY OF CUPERTINO BUSINESS LICENSE. I am not using any subcontractors: Signature Please check applicable subcontractors and complete the following information: Date �i .� �./ ✓ J it1� /,- Ow er / C tractor Signature Date SUBCONTRACTOR BUSINESS NAME BUSI ESS LICENSE # Cabinets & Millwork Cement Finishing Electrical Excavation Fencing Flooring / Carpeting Linoleum / Wood Glass / Glazing Heating Insulation Landscaping Lathing Masonry Painting / Wallpaper Paving Plastering Plumbing Roofing A—IL'Cons ra !On Septic Tank Sheet Metal Sheet Rock (L S�(KG�"to•1 Tile /,- Ow er / C tractor Signature Date PROJECT NAME: Special Inspection and Testing Construction Observation - Engineering Consultants CAPfX ENGINEERING INC* R 0. Box 14198, Fremont, CA 94539 - Tel: (510) 668-1815 - Fax: (510) 490-8690 E-mail: capexinc888@gmaii.com I It 0 � /(y) 7� SPECIAL INSPECTORS DAILY REPORT PROJECT #: _a PROJECT ADDRESS'.. BUILDING PERMIT #: poN OUS PERIODIC INSPECTOR: SPECIAL INSPECTION PERFORMED: DESCRIBE INSPECTIONS MADE INCLUDING LOCATIONS: ILI/ LIST TESTS MADE: LIST ITEMS REQUIRING CORRECTION LIST CHANGES TO APPROVED PLANS AUTHORIZED BY ARCHITECT OR ENGINEER: COMK4ENTS: ",�,�' , ./ -k. NOTE - USE REVERSE SIDE FOR ADDITIONAL SPACE FOR ANY ITEM To the best of my knowledge work inspected was in accordance with the Building Department approved design drawings, specifications & applicable workmanship provisions of the CBC except as noted above. SIGNED: 1411 DATE: La STATEMENT OF SPECIAL INSPECTIONS, 2010 CBC COMMUNITY DEVELOPMENT DEPARTMENT • BUILDING DIVISION f\� ALBERT SALVADOR, P.E., C.B.O., BUILDING OFFICIAL C U P E RT I N O 10300 TOR RE AVENUE • CUPERTINO, CA 95014-3255 (408) 777-3228 • FAX (408) 777-3333 • buildingAcupertino.oro SITE ADDRESS 10615 Glenview Ave. APN 369-26-025 BPik 14020070 Owner.....Yue..Wang..... ....... ....._..... ... ............... ...... ................... ..... ..... Contractor ........... _,..,........... Addiess,..1.061.5..C.lenvie.w..Ave................................_0408)...,.... Address...............,.................,...,....,.........,.........,.......................................... cityrst..CupeftinQ................. zip...95.0.1.4..........Phone.2.42-.7.1.1,7 City/SL................................. ............... Zip .... ............... Phone ................ ........ Applicant ....... ...................._................ ..........,...,................ ,.,..........._.,. Engineer/Architect... Urban.Impression.... .............. Address- ........ ......... .. Address.812.5ti1Ave_413i............ .... , Cay,'& ........- ......................... .... Zip..__....,....,........ Phone ..... ........ .,,.. ICitylSt...0ak1and1CA,_ - .-ziPW06-. Phone 7.636838 PROJECT DESCRIPTION: 1 -story rear addition of 3 -bedrooms, master bath and a family room; interior remodeli replace relocate water heater and washer, dryer. This 'STATEMENT OF SPECIAL INSPECTIONS" is submitted in fulfillment of the requirements of CBC Sections 1704 and 1705. This form is structured after and used by permission from the Structural Engineer Association of Northern California's (SEAONC) mode statement of Special Inspections. Also, included with this form is the following: ❑ 'LIST OF SPECIAL INSPECTION AGENCIES (page 2). A list of testing agencies and other special inspectors that will be retained to conduct the tests and inspections for this project ❑ 'SCHEDULE OF SPECIAL INSPECTION' (page 3 — 6). The Schedule of Special Inspections summarizes the Spe "al Irrapections and tests required. Special Inspectors will refer to the approved plans and specifications for detailedAecial inspection requirements. Any additional tests and inspections required by the approved plans and specificatiora5 shall also be performed. Special Inspections and Testing well be performed in accordance with the approved plans and specifications, this s went and C Sections 1704, 1705, 1706, 1707, and 1708. Interim reports will be submitted to the Building Official and the Reg 'red Design Professional in Responsible Charge in accordance with CBC Section 1704.1.2. m A Final Report of Special Inspections documenting required Special Inspections, testing and correction of discrepancies not $ the inspections shall be submitted prior to issuance of a Certificate of Use and Occupancy {Section 1704.1. Final Report will document: ". d 4� • RegJired special inspections. * • Correction of discrepancies noted in inspections. The Owner recognizes his or her obligation to ensure that the constriction complies with the approved permit documents and to implement this program of special inspections. In partial fulfillment of these obligations, the Owner will retain and directly pay for the \ Special Inspections as required in CBC Section 1704.1. This plan has been developed with the understanding that the Building Official wff • Rev!ew and approve the qualifications of the Special Inspectors who will perform the Inspections. • Monitor special inspection activities on the job site to assure that the Special Inspectors are qualified and are performing their duties as called for in this Statement of Special Inspection. • Rev,ew submitted inspection reports. • Perform inspections as required by the local building code. I have read and aurae to cotXarN,withlhe terms and conditions of this statement Prepared By / Project Y Engineer J Architect _ Registered Deft n Professional in Charge .i. r� ...........# .....5�.3Zi�3.__.....,,._.. Date:. ture.. ........... Lie Si nature .........._......_.._..._.._.......Lic#Y....,......_.......................Date. ".../.L..�....,... Owner Name: %/��(��((�Q7 i /01 'i Ownei'si+iuttttsrtzatwn Insrecywn Agency f pector Naarnet:_� JV f Sitinaluire ...,... lc B:_4r...� ...... Dater:........ Building Official or designee: al.�eJ nature _/,.:..UaO......._........ Date4....... r o sllpff'±4a# Form 2012.doa revised 07109112 Li N LIST OF SPECIAL INSPECTION AGENCIES APPROVAL OF SPECIAL INSPECTORS: Each special inspection agency, testing facility, and special inspector shall be recognized by the Building Official prior to performing any duties. Special Inspection agerry's listed an this form must be pre -approved and Med on Cupertino's approved Special Inspectors list. Special inspectors shall cant' approved identification when performing the functions of a special inspector. Identification cards shall follow the critaria set by the falitomia Council of Testing and InsPection Agencies. No personnel changes shall be made without first obtaining the approval of the Building Official. Any unauthorized personnel changes may result in a "Stop Work Order' and possible peanut revocation. To be pre- approved by the City of Cupertino, refer to the SPECIAL INSPECTION CRITERIA handout Please allow two weeks to complete the application process. T$.n (nflnudnn — fho fuati— rind annn.I i--4inn —a that unit M ratni-4 in cnnrfurM tomo nni incn-4inn nn thin —i-4� EXPERTISE FIRM I INSPECTOR INFORMATION' 1 Special Inspection (except for Firm, ....apex„..ngmeering. ,nc:........... geotechnical) city.. Fremont ................. ............ .......... -................................. ,,........ state—CA ,..,...,.....zap Telephone (510)668 1,815 r'1rm ...................... ........ %i..-. Addr.......,................................................................__._. City ........................... w-^�C.-......+cTr..._..._ V._V. j....- State ......... .94539,...._ �'$.ti..�'�,�). ..... ..... Zip ..._._. 2. Material Testing Tolephone.......................................Fax........................................ Emait....... .....__......................,.............. - Finn., . -. �e>� rf+ �wN�-r........................ .............._...........,._........ ru,...... .........,........... ................ State ....... _............'Lip City ............... - ... . ..- ........,...........,. 3. Geotechnicallnspections Telephone.--- ....... .... Fax- .......... ....._,..................... .... Email........................ ................................. 4. Other: Firm .................. ........... --,--..... ...-..............,.....Addr................ ...,......... .............................,,.................... ...... city—. .. ..... ........ ......... ......... ..,.....--State .......................Zlp -...-.,..,..._. ,.. Telephone .................... -Au agencies specmeo on tnis corm mux oe pre-approvea ane asteo on the arty or t upenlnos Applvvea apeciai inspector s List,. SEISMIC REQUIREMENTS (Section 17013.3.6) Description of seismic force -resisting system and designated seismic systems subject to special inspections as per Section 1705.3: ¢; ptur1AdrA"oAua44N The extent of the seismic -force -resisting system Is defined in more detail in tha construction documents. Description of mein wind -force -resisting system and designated wind resisting components subject to special Inspections In accordance with Section 1705.4.2: 00C XJ Im Ile' The extant of the main wind-force-resispng system and wind resisting components is defined in mora detail in the construction documents. Speeinbfspecuunf orm 2012 rdbc revised /09'12 SCHEDULE OF SPECIAL INSPECTION SITE ADDRESS 10615 Glenview Ave. AP" 369-26-025 I 6P# 14020070 PROJECT DESCRIPTION: 1 -story rear addition of 3 -bedrooms, master bath and a family room; interior remodel; replace furnace & relocate water heater and washer, dryer. Notation Used in Table. Column headers: C Indicates continuous inspection is required. P Indicates periodic inspections are required. The notes and/or contract documents should clarify. Box entries: X Is placed in the appropriate column to denote either "C" continuous or "P" periodic inspections. --- Denotes an activity that is either a one-time activity or one whose frequency is defined in some other manner. Additional detail regarding inspections and tests are provided in the project specifications or notes on the drawings. VERIFICATION AND INSPECTION C I P I REFERENCED IBC REFERENCE STANDARD INSPECTION OF FABRICATORS l 1. ❑ Inspect fabricator's fabrication and quality control I V 1704.3 f procedures. /T INSPECTION OF STEEL 1. Material verification of high-strength bolts, nuts and washers, ❑ Identification marking to conform to ASTM stds RISC 360, specified in the approved construction documents. Section A3.3 and applicable ASTM material standards ❑ Inspect fabricator's fabrication and quality control X --_ procedures. 2. Inspection of high-strength bolting: ❑ Snug -tight joints. 4 1 kilk --- X ❑ Pretensioned and slip -critical joints f-nut with matchmarking, twist -off bolt or d�ir�ension --- X AISC 360, indicator methods of installation. Section M2.5 1704.3.3 using turn -of -nut ❑ Pretensioned and slip-criXcaliated without matchmarking orwrench methods X --- of installation. 3. Material verification of str9pKural steel and cold -formed steel deck. identification markings to conform ❑ For/efication X AISC 360, to A Section M2.5 ❑ Forntification markings to conform to Applicable AS-fM ASecified in the approved -' X material standards conents. ❑ Manufacturer's certified test reports. -- X SpecialnspeclionFornr 1012.doc revised 07/09112 VERIFICATION AND INSPECTIONC P REFERENCED STANDARD IBC REFERENCE 4. Material verification of weld filler materials: ❑ Identification marking to conform to AWS specification in the approved construction documents. --- X AISC 360, Section A3.5 and applicable AWS A5 documents 1704.3 ❑ Manufacturer's certificate of compliance required. --- X --- --- 5. Inspection of welding: a. Structural steel and cold -formed steel deck: ❑ Complete and partial joint penetration groove welds. X --- D1.1 1704.3.1 ❑ Multipass fillet welds. X --- ❑ Single -pass fillet welds > 5/16" X ---AWS ❑ Plug and slot welds. X -- ❑ Single -pass fillet welds <= 5116" - - X ❑ Floor and roof deck welds. - X AWS D1.3 b. Reinforcing steel: ❑ Verification of weldability of reinforcing steel of than ASTM A 706. -� X AWS D1.4 ACI 318: Section 3.5.2 --- ❑ Relnforcing steel resisting flexural and ial forces in intermediate and special moment fir es, and boundary elements of special str ural walls of concrete and shear reinforce t. X ___ ❑ Shear reinforcement. ZZX --- ❑ Other reinforcing st . --- X 6. Inspection of steel fr a joints details for compliance: ❑ Details suas bracing and stiffening. --- X --- 1704.3.2 ❑ Mem r locations. --- X ❑ AKplicafion of joint details at each connection. --- X a VERIFICATION AND INSPECTIONC P REFERENCED STANDARD IBC REFERENCE lhl P ION OF WELDING 1. ❑ Welded studs when used for struct diaphragms. --- X --- 1704.3 2. ❑ Welding of cold -formed stee ming members. -- X 3. ❑ Welding of stairs anqd ng systems. --- X SpeciainspeclionFornr_2012.doc revised 07/09/12 VERIFICATION AND INSPECTIONC p REFERENCED STANDARD IBC IREFERENCE INSPECTION OF CONCRETE 1. ❑ Inspection of reinforcing steel, including prestressing __- X ACI 318:3.5.7.1-7.7 1913.4 tendons and placement. 50, 2. ❑ Inspection of reinforcing steel welding in accQrdanc - AWS D1.4 ACI 318: ___ with Table 1704.3 Item 5b. 3.5.2 3. ❑ Inspection of bolts to be installed i crete prior to and during placement of con where allowable X ___ ACI 318: 8.1.3, 1911.5, 1912.1 loads have been incr or where strength design 21.2.8 is used. 4. W Inspection of anchors installed in hardened concrete. --- X ACI 318: 1912.1 5. ❑ Verifying use of required design mix. 1904.2.2,1913.2, X A 8: 1913.3 6. ❑ At time fresh concrete is sampled to fabricate ASTM C 172 specimens for strength tests, perform slump and air X - ASTM C 31 1913.10 content tests and determine the temperature of the concrete. ACI 318: 5.6, 5.8 7. ❑ Inspection of concrete and shotcrete placement for X --- ACI 318: 59 5 10 ., . 1913.6, 1913.7, proper application techniques. 1913.8 8. ❑ Inspection for maintenance of specified curing _- X ACI 318: 5.11-5.13 1913.9 temperature and techniques. 9. Inspection of prestressed concrete: ❑ Application of prestressing forces. X --- ACI 318: 18.20 El Grouting of bonded prestressing tern s i e X --- ACI 318: 18.18.4 seismic force -resisting system. 10. ❑ Erection of precast concrete member . -- X ACI 318: Ch. 16 --- 11. ❑ Verification of in-situ concrete str gth, prior to stressing of tendons in postten 'oned concrete and --- X ACI 318: 6.2 --- prior to removal of shores a forms from beams and structural slabs. 12. ❑ Inspect formwork for ape, location, and dimensions ___ X ACI 318: 6.6.1 --- of the concrete me er being formed. 13 olts Installed i xisting Masonry or Concrete Direct tensi testing of existing anchors. --- X See ICC ES Reports form special inspection requirements for proprietary products ❑ Direct t Sion testing of new bolts. --- X Tor a testing of new bolts. ___ X � requalification test for bolts and other types of of_ L�nchors. X 14. ❑ Other: SpecialnspectionForni,_2012.doc revised 07/09/12 REFERENCE FOR CRITERIA VERIFICATION AND INSPECTION C P IBC TMS 4021ACI TMS 402/ACI SECTION 530/ASCE 5 630/ASCE 6 INSPECTION OF LEVEL 1 MASONRY 1. ❑ Compliance with required inspection provisions of the construction documents and the approved --- X --- --- Art. 1.5 submittals shall be verified. 2. ❑ Verification of fm and fAAc prior to construction --- X --- .__ Art. 1.413 except where specifically exempted by this code. 3. ❑ Verification of slump flow and VSI as delivered to X ___ -__ Art. 1.5113.1.b.3 the site for self consolidating grout. 4. As masonry construction begins, the following shall be verified to ensure compliance: ❑ Proportions of site-prepared mortar. --- X --- Art. 2.6A ❑ Construction of mortar joints. --- X - - --- Art.3.3113 ❑ Location of reinforcement, connectors, --- X ___ .-- Art. 3.4, 3.6A prestressing tendons, and anchorages. ❑ Prestressing technique. --- X --- --- Art. 3.66 ❑ Grade and size of prestressing tendons and _ X -- --- Art. 2.413, 2.4H anchorages. 5. During construction the inspection program shall verify: ❑ Size and location of structural elements. --- X --- --- Art. 3.3F ❑ Type, size, and location of anchors, including Sec. 1.2.2(e), other details of anchorage of masonry to - X --- 1 16 1 --- structural members, frames or other construction. ❑ Specified size, grade, and type of reinforcement;. anchor bolts, prestressing tendons and - - X --- Sec. 1.15 Art. 2.4, 3.4 anchorages. ❑ Welding of reinforcing bars. X --- --- --- ❑ Preparation, construction and protectio of masonry during cold weather (tempe ture below - __ X Sec. 2104.3, ___ Art. 1.8C, 1.8D 40 degrees F) or hot weather (tem rature above 2104.4 90 degrees F). ❑ Application and measure men of prestressing X __- __ ___ Art. 3.6B force. 6. Prior to grouting the followin shall be verified to ensure compliance: ❑ Grout space is clean --- X -- --- Art. 3.21) ❑ Placement of reig0rcernent and connectors and --- X --- Sec. 1.3 Art. 3.4 prestressing to'pdons and anchorages. site-prepared grout and ❑ Proport/tion ___ X --- --- Art. 2.68 prestrerout for bonded tendons. ❑ Constrf mortar joints. --- X --- --- Art. 3.313 7. Grout ement: ❑ Grout placement shall be verified ensure X --- --- --- Art. 3.5 compliance. ❑ Observe grouting of prestressing bonded X --- --- --- Art 3.6C tendons. Specialnspeclio)iFornt 2012.doc revised 07/09/12 SpecialnspeclionFornr_2012.doc revised 07/09/12 REFERENCE FOR CRITERIA VERIFICATION AND INSPECTION C P IBC TMS 402/ACI TMS 402/ACI SECTION 5301ASCE 5 530/ASCE 6 8. ❑ Preparation of any required grout specimens, Sec. mortar specimens, and/or prisms shall be --- X 2105.2.2, --- Art. 1.4 observed. 2105.3 INSPECTION OF LEVEL 2 MASONRY 1. ❑ Compliance with required inspection provisions of the construction documents and the approved --- X --- --- Art. 1.5 submittals. 2. ❑ Verification of f,, and f rwc prior to construction and for every 5,000 square feet during --- X --- --- Art. 1.413 construction. 3. ❑ Verification of proportions of materials in premixed or preblended mortar and grout as --- X --- - Art. 1.513 delivered to the site. 4. ❑ Verification of slump flow and VSI as delivered to X --- _-- ___ Art. 1.513.1.b.3 the site for self consolidating rout. 5. The following shall be verified to ensure compliance: ❑ Proportions of site -prepared mortar, grout, and ___ X ___ Art. 2.6A prestressing grout for bonded tendons. ❑ Placement of masonry units and construction of X --- Art. 3.313 mortar joints. ❑ Placement of reinforcement, connectors and ___ __ Sec. 1.15 Art. 3.4, 3.6A prestressing tendons and anchorages. ❑ Grout space prior to grouting. --- --- --- Art. 3.213 ❑ Placement of grout. X --- --- --- Art. 3.5 ❑ Placement of prestressing grout. ty X -- --- --- Art. 3.6C ❑ Size and location of structural elements. --- X --- --- Art. 3.31F ❑ Type, size, and location of anchors, inclu ' g other details of anchorage of masonry t X __ ___ Sec.1.2.2(e) -'- structural members, frames and other construction. ❑ Specified size, grade, and type of eintorcement, anchor bolts, prestressing tend s and --- X --- Sec. 1.15 Art. 2.4, 3.4 anchorages. ❑ Welding of reinforcing bars X ___ _ Sec. 2.1.9.7.2, --- 3.3.3.4 (b) ❑ Preparation, construct' n, and protection of masonry during cold eather (temperature below _ _ X Sec. 2104.3, ___ Art. 1.8C, 1.81D 40 degrees F) or h ,01 weather (temperature above 2104.4 90 degrees F ❑ Application arvireasurement of prestressing X ___ --- ___ Art. 3.6B force. 6. ❑ Preparation of any required grout specimens, Sec. mortar specimens, andlor prisms shall be X --- 2105.2.2, --- Art. 1.4 observed. 2105.3 SpecialnspeclionFornr_2012.doc revised 07/09/12 VERIFICATION AND INSPECTION C p REFERENCED ]REFERENCE IBC STANDARD INSPECTION OF WOOD 1. ❑ Inspect prefabricated wood structural elements and assemblies in accordance with Section 1704.2. - _-- 1704.6 2. ❑ Inspect site built assemblies. --- --- 3. Inspect high-load diaphragms: Verify grade and thickness of sheathing. --- --- Verify nominal size of framing members at adjoining panel edges. --- 1704.6.1 Rr Verify nail or staple diameter and length, -- --- Verify number of fastener lines, --- Verify spacing between fasteners in each line and at edge margins. --- 4. ❑ Metal-plate-connected wood trusses spanning 60 feet or greater: Verify temporary installation restraint/bracing and the permanent individual truss --- X --- 1704.6.2 member bracing are installed in accordance with the approved truss submittal package. REQUIRED VERIFICATION AND INSPECTION OF SOIL 1. ❑ Verify materials below footings are adequate to _ X achieve the desired bearing capacity. 2. ❑ Verify excavations are extended to proper depth and �- X have reached proper material. 3. ❑ Perform classification and testing of compacted fill X materials. --- Table 1704.7 4. ❑ Verify use of proper materials, densities and lift thicknesses during placement and compaction of X --- compacted fill. 5. ❑ Prior to placement of compacted fill, observe subgrade X and verify that site has been prepared properly. _-_ REQUIRED VERIFICATION AND INSPECTO OF DEEP DRIVEN FOUNDATION ELEMENTS 1. ❑ Verify element materials, sizes and length/co ply X --- with the requirements. 2. ❑ Determine capacities of test elements conduct X additional load tests, as required. 3. El Observe driving operations an/di; tain complete X --- and accurate records for eachent. 4. ❑ Verify locations of piles anheir plumbness, confirm type and size of hamme , record number of blows per --- Table 1704.8 foot of penetration, d rmine required penetrations to X --- achieve design ca city, record tip and butt elevations and document damage to foundation element. 5. ❑ For steel el ents, perform additional inspections in accoln with Section 1704.3. 6. ❑ For co trete elements and concrete filled elements, perform additional inspections in accordance with --- --- Section 1704.4. SpeciainspecdionForm_2012.doc revised 07/09/12 VERIFICATION AND INSPECTION C p REFERENCED IBC STANDARD REFERENCE 7. ❑ For specialty piles, perform additional inspections as determined by the registered design professional in --- --- --- Table 1704.8 responsible charge. REQUIRED VERIFICATION AND INSPECTION OF CAST -IN-PLACE DEEP FOUNDATION ELEMENTS 1 ❑ Observe drilling operations and maintain complete and X accurate records for each element. 2. ❑ Verify placement locations and plumbness, confirm element diameters, bell diameters (if applicable), lengths, embedment into bedrock (if applicable), and X --- --- Table 1704.9 adequate end -bearing strata capacity. Record concrete or grout volumes. 3. ❑ For concrete elements, perform additional inspections in accordance with Section 1704.4. _ -" HELICAL PILE FOUNDATIONS 1. ❑ Record installation equipment used, pile dimensions, X --- --- 1704.10 tip elevations, final depth, final installation torque. SPRAYED FIRE-RESISTANT MATERIALS Physical and visual tests 1. Condition of substrates. ❑ Inspect surface for accordance with the approved fire - resistance design and the approved manufacturer's ---z written instructions. ❑ Verify minimum ambient temperature before and after X application. ❑ Verify ventilation of area during and after application. --- X _-_ 1704.12.1 2. ❑ Measure average thickness per ASTM E605 a�d Section 1704.12.4. 3. ❑ Verify density of material for conformance X1h e approved fire-resistant design and ASTM E6 (Ref. --- --- Section 1704.12.5) 4. ❑ Test cohesive/adhesive bond strength r Section 1704.12.6. -- --- 5. ❑ Condition of finished application. MISCELLANEOUS 1. Mastic and Intumescent Fire -R istant Coating. --- --- --- 1704.13 2. Exterior Insulation and Finis ystems (EIFS). Water - resistive barrier coating w n installed over a sheathing --- --- --- 1704.14 substrate. 3. Special Cases - - --- --- 1704.15 4. Smoke Control 3ELPM - - --- --- 1704.16 5. Seismic Resis nce ❑ Suspended ceiling systems and their anchorage. --- --- --- 1705.3 [4.31 SpedalnspectionForur 2012. doe revised 07/04/12 VERIFICATION AND INSPECTIONC P REFERENCED STANDARD IBC REFERENCE 6. Wind Resistance ❑ Roof cladding and roof framing connections. --- --- 11 Wall connections to roof and floor diaphragms and framing. Roof and floor diaphragm systems, including __- --- -collectors, collectors, drag struts and boundary elements. IiV�Vertical wind -force -resisting systems, including braced ___ frames, moment frames, and shear walls. _- --- Wind -force -resisting system connections to the -_ foundation. ❑ Fabrication and installation of systems or components required to meet the impact resistance requirements --- --- --- of Section 1609.1.2. SPECIAL INSPECTION FOR WIND REQUIREMENTS 1. Structural Wood ❑ Inspect field gluing operations of elements of the main X -_ wind -force -resisting system. -- 1706.2 Inspect nailing, bolting, anchoring, and other fastening of components within the main windforce-resisting _ K system, including wood shear walls, wood diaphragms, drag struts, braces and hold-downs. 2. Cold -Formed Steel Framing ❑ Welding of elements of the main wind -force -resisting K system. ❑ Inspection of screw attachments, bolting, anchorin , and other fastening of components within the n --- 1706.3 wind -force -resisting system including shear ails, -- X braces, diaphragms, collectors (drag st and hold- downs. 3. Wind -resisting components >b ❑ Roof cladding. --- K --- 1708.4 ❑ Wall cladding. --- X SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE 1. ❑ Special insp ti for welding in accordance with the X --- 1707.2 quality assur plan requirements of AISC 341. 2. Structural Wood Rr Inspect field gluing operations of elements of the X --- /seismic-force-resisting system. Inspect nailing, bolting, anchoring, and other fastening of components within the seismic -force -resisting 1707.3 system, including wood shear walls, wood --- X diaphragms, drag struts, braces, shear panels and hold-downs. 3. Cold -Formed steel li ht -frame c ction ❑ Welding of elem of the seismic -force -resisting _ K 1707.4 SySte�; SpeciatnspectionPa»r_2012.doc revised 07/09/12 6r Inspection of screw attachments, bolting, anchoring, and other fastening of components within the seismic- X force -resisting system including shear walls, braces, _ _ diaphragms, collectors (drag struts) and hold-downs. 4. Storage racks and access floors ❑ Anchorage of storage racks 8 feet or greater in height X 1707.5 and access floors. 5. Architectural components ❑ Inspect erection and fastening of exterior cladding weighing more than 5 psf and higher than 30 feet - - X above grade or walking surface. ❑ Inspect erection and fastening of veneer weighing more than 5 psf.and higher than 30 feet above grade --- X or walking surface. -- 1707.6 ❑ Inspect erection and fastening of all exterior non- bearing walls higher than 30 feet above grade or --- X walking surface. ❑ Inspect erection and fastening of all interior non- bearing walls weighing more than 15 psf and higher --- X than 30 feet above grade or walking surface. 6. Mechanical and Electrical Components ❑ Inspect anchorage of electrical equipment for emergency or stand-by power systems. _— ❑ Inspect anchorage of non -emergency electrical X equipment. ❑ Inspect installation of piping systems and associated mechanical units carrying flammable, combustible, or --- X --- 1707.7 highly toxic contents. ❑ Inspect installation of HVAC ductwork that cont s hazardous materials. _ _ X ❑ Inspect installation of vibration isolations where required by Section 1707.7. _ _ X 7. ❑ Verify that the equipment label/andaorageor mountingconforms to the certiompliance ___ __- 1707.8 when mechanical and electricaent must be --- selsmically qualified. 8. ❑ Seismic Isolation system:I ection of isolation ' --- X --- 1707.9 system per ASCE 7 — Sec n 17.2.4.8 9. ❑ Obtain mill certificatesreinforcing steel, verify compliance with appy ved construction documents, --- --- --- 1708.2 and verify steel su lied corresponds to certificate. 10. ❑ Structural Steel: nvoke the QAP Quality Assurance requirements'requirementsy AISC 341. __ ... ___ 1708.3 11. ❑ Obtain ce ' 1cate that equipment has been seismically 1708.4 qualified. ___ 12. Cl Obtai system tests as required by ASCE 7 Section ___ _ --- 1708.5 17.8. SpedaInspeclionForra_201246c revised 07/09/12 Permit Number: 14020070 - Tu Min and Wang Yue Parcel ID: 36926025.00 Parcel Address: 10615 Glenview Ave. Cupertino, CA 95014 Building Department Review: Review Notes: 1. [03/03/14] OBTAIN A SOILS REVIEW LETTER FROM THE SOILS ENGINEER, ACCEPTING THE FOUNDATION DESIGN ON SHEETS 51.2 AND 52.1, AND THE SITE GRADING/ DRAINAGE PLAN ON SHEET Al. R: A soil review letter accepting the foundation design and site drainage plan is attached 2. [03/03/14] SHEET A0, DEFERRED SUBMITTALS AND PROJECT INFORMATION: DEFERRED SUBMITTALS LIST FIRE SPRINKLERS, BUT PROJECT INFO SPECIFIES NO SPRINKLERS IN BUILDING. PLEASE CORRECT DISCREPANCY. R: AO Project information revised to "YES" for sprinkler systems. 3. [03/03/14] SHEET A0, APPLICABLE CODES: INCLUDE THE CUPERTINO MUNICIPAL CODE. REVISE ENERGY CODE TO 2010. (2013 ENERGY CODE IS NOT EFFECTIVE UNTIL JULY 1, 2013 FOR THE ENTIRE STATE OF CALIFORNIA). R: Applicable codes revised. 4. [03/03/14] SHEET A0, GREEN BUILDING NOTES: REVISE NOTES TO THE FOLLOWING ITEMS: SHOWERS NOT TO EXCEED 2 GPM AT 80 PSI. PER SECTION 4.303.1.3 OF 2013 CGBC. LAVATORY FAUCETS TO BE MAX 1.5 GPM AT 60 PSI, MIN 0.8 GPM AT 20PSI FOR LAVATORIES. PER SECTION 4.303.1.4.1 OF 2013 CGBC KITCHEN FAUCETS TO BE MAX 1.8 GPM AT 60 PSI. PER SECTION 4.303.1.4.4 OF 2013 CGBC TOILETS TO HAVE A MAXIMUM FLOW RATE OF 1.28 GALLONS PER EFFECTIVE FLUSH. PER SECTION 403.2.1 OF 2013 CPC AND 4.303.1.1 OF 2013 CGBC. R: Green Building Notes revised. 5. [03/03/14] SHEET Al: SPECIFY IF EXISTING ROOFINGIS TO REMAIN, OR IF NEW ROOF WILL BE PLACED OVER THE EXISTING STRUCTURE. IF NEW ROOF WILL BE PLACED, SPECIFY SQUARE FOOTAGE OF NEW ROOFING. R: Notes added on Sheet Al: as existing roofing to remain, V.I.F. and provided replacement sq. ft. of new roofing. 6. [03/03/14] SHEET Al: SPECIFY SLOPE AND DIRECTION OF SITE DRAINAGE FOR THE IMMEDIATE PERIMETER AROUND THE NEW ADDITIONS. DRAINAGE MUST DRAIN AWAY FROM BUILDING AND TOWARDS THE STREET OR OTHER APPROVED SOURCE (SUCH AS DRY WELL/ SWALE). DRAINAGE CANNOT DRAIN ONTO NEIGHBORING PROPERTIES. DRAINAGE MUST BE 5% WITHIN THE IST 10-FEET OF STRUCTURE. IMPERVIOUS SURFACES ALLOW A MINIMUM OF 2% AWAY FROM BUILDING. IF 10-FEET CANNOT BE PROVIDED, OTHER APPROVED SOURCE (SUCH AS DRY WELL OR SWALE) MUST BE PROVIDED. PER SECTION R 401.3 OF 2013 CRC. R: Sheet Al modified to show site drainage information. 7. [03/03/14] SHEET Al: NEW ADDITION SHOWS ROOF EAVES CLOSER THAN 5-FEET TO THE PROPERTY LINE. PER TABLE R 302.1(1) OF 2010 CRC, EAVES ARE TO BE 1-HOUR RATED AT THE UNDERSIDE IF THEY ARE CLOSER THAN 5-FEET FROM THE PROPERTY LINE IN UN-SPRINKLERED BUILDING. PROVIDE DETAIL FOR RATED EAVES. R: Since the entire house will be Sprinklered, Table 302.2 will be used for projection distance. 1-hour rated is not required per Table 302.2. 8. [03/03/14] SHEET A4: SHOW LOCATION OF WASHER AND DRYER. R: New location of washer and dryer is shown on Sheet A4. 9. [03/03/14] SHEET A4: SPECIFY TEMPERED GLASS AT THE MASTER BATH WINDOW, NEAR THE GAS METER. ALSO, SPECIFY MINIMUM 3-FEET CLEARANCE BETWEEN EXISTING GAS METER/ GAS REGULATOR AND THIS WINDOW. PER PGEcE GREEN BOOK, 3- FEET CLEARANCE IS REQUIRED FROM OPENABLE WINDOW/ OPENINGS INTO THE BUILDING. R: Tempered glass is specified and 3' min. distance to gas meter is added. 10. [03/03/14] SHEET A4: FOR THE MASTER BATH, REVERSE THE LOCATION OF THE SHOWER SPOUT/ CONTROLS. THIS IS FOR THE BATHROOM PER COMMENT 9. SPOUT CANNOT SPRAY DIRECTLY AT THE ENTRANCE OF THE SHOWER COMPARTMENT, AND BATHER MUST BE ABLE TO ADJUST VALVES PRIOR TO STEPPING INTO SHOWER, PER 2013 CPC SECTION 408.9. R: Shower spout/controls reversed. 11. [03/03/14] SHEET A4: NOTE SPECIFYING 70 -INCHES CLEARANCE AT THE SHOWER IS INCORRECT. SPECIFY NON-ABSORBENT FINISH SURFACE TO EXTEND 72 -INCHES ABOVE SHOWER SURFACE. PER SECTION R307.2 OF 2013 CRC. R: Note revised with 72". 12. [03/03/14] SHEETS A5 AND A6: SPECIFY CLASS A ROOFING MATERIAL FOR THE COMPOSITION SHINGLES. REQUIRED BY CUPERTINO MUNICIPAL CODE SECTION 16.04.080. R: Sheet A5: Class A roofing is specified (sheet A6 showing existing roofing). 13. [03/03/14] SHEET A8: PER COMMENT 8, DIMENSION THE DRYER ROUTE. DOMESTIC CLOTHES DRYERS SHALL VENT TO THE EXTERIOR OF THE BUILDING, SHALL BE MADE OF METAL AND HAVE SMOOTH INTERIOR SURFACES, AND SHALL NOT HAVE A TOTAL LENGTH OF NOT MORE THAN 14 FEET, INCLUDING TWO -90 DEGREE ELBOWS. 2 -FEET SHALL BE DEDUCTED FOR EACH 90 -DEGREE ELBOW IN EXCESS OF THE TWO STATED, UNLESS REQUIRED OTHERWISE BY MANUFACTURER'S LISTING. PER 2013 CMC, SECTION 504.3.1.2. R: Dryer vent note added. 14. [03/03/14] SHEET A4, SHEET NOTE 5: REVISE NOTE TO SPECIFY THAT'THE BOTTOM OF EGRESS OPENING SHALL BE NOT MORE THAN 44 -INCHES FROM FINISHED FLOOR.' PER SECTION R 310.1 OF 2013 CRC. R: Sheet Note 5 revised. 15. [03/03/14] SHEETS A8 AND A9: PER COMMENT 8, SHOW LOCATION OF DRYER AND WASHING MACHINE. R: Location of washer/dryer added. 16. [03/03/14] SHEET A8, ELECTRICAL NOTES: SPECIFY THAT THE LAUNDRY OUTLET IS A DEDICATED CIRCUIT, PER SECTION 210.11C OF THE 2013 CEC. R: Dedicated circuit for laundry outlet is specified. Added Electrical Note #27 for the above. 17. [03/03/14] SHEET A8, ELECTRICAL NOTES: SPECIFYTHAT JACUZZI TUBS REQUIRE A GFCI OUTLET THAT IS ON A DEDICATED CIRCUIT. PER SECTION 680.71 OF 2013 CEC. R: Added Electrical Note #28 for the above. 18. [03/03/14] SHEET A8, ELECTRICAL NOTES: SPECIFY DEDICATED CIRCUIT FOR THE CENTRAL HEATING EQUIPMENT. A/C ARE PERMITTED TO USED THE SAME CIRCUIT. PER SECTION 422.12 OF 2013 CEC. R: Added Electrical Note #29 for the above. 24. [03/03/14] SHEET A0: PER COMMENT 21, PROVIDE EITHER A'SPECIAL INSPECTIONS LIST DONE BY 3RD PARTY LIST,' OR 'STRUCTURAL OBSERVATIONS LIST BY ENGINEER OF RECORD.' LIST ALL INSPECTIONS. R: Special Inspections List done by 3rd party list added. SED A�ICy'/TFC, . *: C-28980 :*= 6.30.15 RENEWAL DATE y�F of Response by Minxi Liu Project architect 03/28/2014