Microfiche records prior to 2006 have not been completely digitized and may not be available yet on PRO. If you can not find what you are looking for please submit a records request.

Permit Number: T16CM00113
Parcel: 10601247B

Address:
266 E PASTIME RD

Review Status: Completed

Review Details: COMMERCIAL - BLDG/FIRE/ZONING/ENG

Permit Number - T16CM00113
Review Name: COMMERCIAL - BLDG/FIRE/ZONING/ENG
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
01/13/2016 MARTIN BROWN FIRE REVIEW Approved copy sent to records.
01/27/2016 ERIC NEWCOMB BUILDING-COMMERCIAL REVIEW Reqs Change 1. GENERAL: THE REPORT FOR THE ADDITION OF SOLAR MODULES TO THE EXISTING ROOF AREAS MUST BE STAMPED, SIGNED, AND DATED BY A LICENSED PROFESSIONAL ENGINEER. PLEASE PROVIDE.
2. SHEET A-1.0; STRUCTURE INFORMATION: STRUCTURES 5A AND 5B ARE COMBINED FOR A TOTAL OF 6160 SF (4400 SF FOR 5A AND 1760 SF FOR 5B). PER THE IBC SECTION 406.3.2, THESE STRUCTURES ARE LIMITED TO 3000 SF, AND MUST BE SEPARATED INTO 3000 SF MAXIMUM GROUPS. TO MEET SEPARATION REQUIREMENTS, THERE MUST BE A MINIMUM 4 FOOT CLEARANCE BETWEEN THE STRUCTURE ROOFS, AND A MINIMUM OF 10 FEET CLEAR FROM FACE TO FACE OF THE STRUCTURAL COLUMNS. PLEASE REVISE THE DRAWING CONFIGURATIONS TO MEET THIS REQUIREMENT.
3. SHEET S1 (GENERAL STRUCTURAL NOTES-FOUNDATIONS); GEOTECHNICAL REPORT (PAGE 5): THE GENERAL NOTES INDICATE THE SPREAD FOOTING DESIGN SOIL BEARING VALUE OF 3000 PSF AT 2'-0" BELOW FINISH GRADE, WHILE THE GEOTECHNICAL REPORT TABLE INDICATES 3000 PSF ALLOWABLE BEARING CAPACITY AT 3'-0" BELOW FINISH GRADE. PLEASE CLARIFY.
4. SHEET S3; FRAMING PLAN: THE 5A AND 5B STRUCTURES CONFIGURATION WILL BE ALTERED TO MEET THE IBC AREA REQUIREMENTS. PLEASE REVISE PER CHANGES TO SHEET A-1.0.
5. SHEET S3 (COLUMN SCHEDULE); STRUCTURAL CALCULATIONS (SHEET 29): THE CALCULATIONS INDICATE A W12X50 COLUMN SECTION, WHILE THE COLUMN SCHEDULE INDICATES A W12X45. PLEASE CLARIFY.
6. SHEET S3 (SPREAD FOOTING SCHEDULE); STRUCTURAL CALCULATIONS (SHEET 40): THE CALCULATIONS INDICATE A FOOTING 16.5' X 8.0' X 12", WHILE THE FOOTING SCHEDULE INDICATES A 7'-0" X 16'-6" X 24" FOOTING (F1). PLEASE CLARIFY.
7. GENERAL: PLEASE PROVIDE WRITTEN RESPONSES TO ALL REVIEW COMMENTS.
02/02/2016 DAN SANTA CRUZ ELECTRICAL-COMMERCIAL REVIEW Approved

Final Status

Task End Date Reviewer's Name Type of Review Description
02/04/2016 KROBLES1 OUT TO CUSTOMER Completed