The URL can be used to link to this page

Home My WebLink AboutOC_RW980279 - MiscCOUNTY OF ORANGE ENVIRONMENTAL MANAGEMENT AGENCY/REGULATION APPLICANT'S INFORMATION SHEET FOR A BUILDING/GRADING PERMIT" Applicant must legibly PRINT in all of the known indicated information. PERMIT NUMBER: BUILDING ADDRESS OF PROJECT LEGAL DESCRIPTION OF PROJECT SITE: Z5 ?S_ _/ZL Tract Block Lot (If metes & bounds then you must pro/viide2a recorded copy of the Grant Deed.) ASSESSOR'S PARCEL (AP) NO. 'X 7 J O$J� ' �T _ ZONE: J' G - ki-. NEAREST CROSS STREETS: OWNER/BUSINESS NAME: Id OWNER'S PRESENT ADDRESS: g07 / f>1q I &39 SPECIAL PERMIT NUMBER: Use Permit/Site Plan/Variance PROPOSED USE OF STRUCTURE: This must be clearly spelled out in detail as to exactly what is the intended use. The terms "OFFICE" or "COMMERCIAL BUILDING" are NOT sufficient to determine if the proposed use meets the Zoning District Regulations, Occupancy Group, or if the TYPE OF CONSTRUCTION will permit the proposed use. BE SPECIFIC: STRUCTURE SIZE SQUARE FEET: V/ 3 l `T'o 6 / / ;-&0 2�- l A) to 2, Total tat FloorCSfgr 2nd Floor P GARAGE SIZE SQUARE FEET: 'LZ P LmgS)4: 8o9 Qede5 517 2Aii^� r j SIZE SQUARE FEET (Other) CONTRACTOR: Name License Number Classification Number Street / Area/City / Phone No. ARCHITECT:�1,VliSGItGlY'y ��i'SSOGi4-�S/ Na a Lic. Nc ENGINEER: Y2WLiL) •' I I/(Eff6z_3 / sy.s - APPLICABLE TO GRADING ONLY ( SOIL ENGR: slar114K Ja-•- ouf ; /6E_2oa / A. A-rLA Name Lic. No. Number Street ENGR. GEOL: CALIOSHA REQUIREMENTS/CHECK APPLICABLE BOX: ❑ 1 am the owner -builder and exempt from state permit requirements/ ❑ 1 acknowledge that I must submit proof of issuance of CAL/OSHA permit for the project; '1 The project does not require a CAL/ OSHA permit, based upon the criteria on the reverse side of this sheet. I hereby certify that to the best of my knowledge the information supplied on this information sfieeg is true and correct. SIGNATURE: b P0250-536 (R7/93) ' Pfoperri'C'rmrr or Authcr:Zecl Agent SEE OTHER SIDE ` 4 U NTY O F V1W O�, Dell p 2 1 I 6 O ono Chi 5 3 RANGE Your application for a permit and the plans submitted have been reviewed. A permit can be issued on completion of the following corrections. The approval of the plans and specification does not permit the violation of any Section of the Building Code or other County Ordinance or State Law. Project number: RW 98 0279 Job Address: 5 Oceancrest Newport Coast, CA Licensed Architect/ Architect of Record: ???? Structural / Civil Engineer of Record: Contact : tel: FAX: Mr. Jiin Tam Liu JTL Design and Engineering 20351 Irvine Avenue Suite #2 Santa Ana Heights, CA 92707 tel: 714.545.8470 FAX: 714. 545.8446 Plan checked by Benjamin Chin, SAO, tel 834-2614, FAX 835-7425, tel : 834-2614 Date: 1st plan check: April 23, 1998 Rechecked Rechecked Building Data: U occupancy group, Number of stories: NA Area: square feet Type of Construction: type VN Automatic Fire Sprinkler: NA 1) Clearance required from: a) Zoning, tel 834-2070, Mr Bill Grant, 834-5146 Clearance not required ------>b) Plumbing, Mechanical, tel: 834-2694, Mr Ken Ader Clearance not required ------>c) Electrical, tel: 834-5141, Mr Dan Vaugh Clearance not required ------>d) Fire Marshall, tel: 744-0477, Fred Stoll Clearance not required ------>a) Health Dept, tel: 667-3773 0 Grading, tel: 834-2682, John Ernest, GB 97 0 ???? g) Arch & Struct, tel 834-2614, Ben Chin Clearance not required ------>h) Accoustic, tel 834-2978, Mr. Paul Wang Structural Drawing Comments 1) General You have 180 days to complete plan check. Only one additional 180 days time extension for plan check will be granted upon written request. Only one extension will be granted. If no building permit is issued within the 180 days time extension, the building permit application will expire. 1b) 1 Call out locations of the various retaining walls. 2) 1 Need to show on a Site Plan, the retaining wall subdrain and its connection to an approved disposal point. 3) RW -1 Detail 1,2 / RW -1. CMU block wall foundation with expansive soil. Soil report page 20 called for min 444 rebar, placed 2 @ T&B. 4) talc Need calc showing 1.5 safety factor against sliding and over turning. See UBC 1609.2. OF cl a Your application for a permit and the plans submitted have been reviewed. A permit can be issued on completion of the following corrections. The approval of the plans and specification does not permit the violation of any Section of the Building Code or other County Ordinance or State Law. Project number: RW 98 0279 Job Address: 5 Oceancrest Newport Coast, CA Licensed Architect/ Architect of Record: ???? Structural / Civil Engineer of Record: Contact : tel: FAX: Mr. Jiin Tarn Liu JTL Design and Engineering 20351 Irvine Avenue Suite #2 Santa Ana Heights, CA 92707 tel: 714.545.8470 FAX: 714. 545.8446 Plan checked by Benjamin Chin, SAO, tel 834-2614, FAX 835-7425, tel : 834-2614 Date: 1st plan check: April 23, 1998 Rechecked Rechecked Building Data: U occupancy group, Number of stories:. -NA Area: square feet Type of Construction: type VN Automatic Fire Sprinkler: NA 1) Clearance required from: a) Zoning, tel 834-2070, Mr Bill Grant, 834-5146 Clearance not required ------>b) Plumbing, Mechanical, tel: 834-2694, Mr Ken Ader Clearance not required ------>c) Electrical, tel: 834-5141, Mr Dan Vaugh Clearance not required ------>d) Fire Marshall, tel: 744-0477, Fred Stoll Clearance not required ------>e) Health Dept, tel: 667-3773 f) Grading, tel: 834-2662, John Ernest, GB 97 0 ???? g) Arch & Struct, tel 834-2614, Ben Chin Clearance not required ------>h) Accoustic, tel 834-2978, Mr. Paul Wang Structural Drawing Comments 1 General You have 180 days to complete plan check. Only one additional 180 days time extension for plan check will be granted upon written request. Only one extension will be granted. If no building permit is issued within the 180 days time extension, the building permit application will expire. 1)° 1 Call out locatiopq of the various retaining walls. 41ii �4 c„_r_ 1 Need to show on a Site Plan, the retaining` wall subdrain and its connection to an ®2� approved disposal point. C�jF RW -1 Detail 1,2 / RW -1. CMU block wall foundation with expansive soil. Soil report page 20 called for min 444 rebar, placed 2 @ T&B. 4)' calc Need calc showing 1.5 safety factor against sliding and over turning. See UBC 1609.2.