Laserfiche WebLink
SECTION KEYNOTES <br />CITY OF SANTA ANA <br />Planning drrtWMrFyWncy <br />T PL <br />a0i <br />10 <br />04 <br />Cry <br />N <br />N <br />t <br />N <br />N <br />s <br />U <br />C!) <br />/ <br />CD <br />O -0 <br />04 a <br />�o <br />Lo(D <br />SECTION A <br />SECTION B <br />0 <br />2❑ <br />0 <br />4❑ <br />0 <br />0 <br />10 <br />11 <br />12 <br />13 <br />14 <br />15 <br />16 <br />17 <br />18 <br />19 <br />20 <br />21 <br />22 <br />23 <br />24 <br />25 <br />26 <br />27 <br />28 <br />29 <br />Qj 30 <br />31 <br />32 <br />33 <br />34 <br />35 <br />36 <br />37 <br />EXISTING WOOD SHINGLE ROOFING <br />FIRE TREATED WOOD SHINGLE ROOFING - SEE <br />BUILT-UP ROOFING - SEE SPECIFICATIONS <br />GUTTER <br />SHEET METAL DOWNSPOUT <br />EXISTING 2" X 3 1/2" ROOF RAFTERS AT 24" O.C. <br />EXISTING 2" X 3 1/2" CJ, AT 48" O.C. <br />EXISTING 2" X 3 1/2" COLLAR TIE AT 48" O.C. <br />EXISTING FLAT 1 X 4 KING POST <br />EXISTING 1X6 RIDGE BOARD <br />ROOF RAFTERS - SEE STRUCTURAL <br />CEILING JOISTS - SEE STRUCTURAL <br />WOOD STUD WALL <br />PLYWOOD ROOF SHEATHING <br />EXISTING CONCRETE FOUNDATION <br />CONCRETE FOUNDATION - SEE STRUCTURAL <br />CONCRETE SLAB - SEE STRUCTURAL <br />SLAB UNDERLAYMENT - SEE DETAIL <br />NOT USED <br />EXISTING EXTERIOR CEMENT PLASTER <br />EXISTING EXTERIOR CEMENT PLASTER TO BE REMOVED <br />EXTERIOR CEMENT PLASTER - SEE SPECIFICATIONS <br />P�S <br />R-30 SPRAY FOAM INSULATION <br />R-22 SPRAY FOAM INSULATION <br />R-21 FIBERGLASS BATT INSULATION AT EXTERIOR WALLS <br />TIONS Al <br />FOR PE <br />Master ID: <br />Date: <br />R-15 FIBERGLASS BATT INSULATION AT ADU/GARAGE WALL <br />FOIL INSULATION AT UNDERSIDE OF ROOF STRUCTURE <br />GYPSUM DRYWALL <br />SEE WALL LEGEND and FINISH SCHEDULE FOR TYPE and THICKNESS <br />5/8" TYPE 'X' GYPSUM DRYWALL, EXTENDED FROM FOUNDATION TO <br />ROOF SHEATHING <br />PARAPET CAP - SEE DETAIL <br />LTD 2.11»W."014 �K07:4:1: 1W.11Melt E107: 1►1RZ972UTTAI91aa�:141 <br />FORCED AIR UNIT (FAU) - INCLUDING, <br />1/2" THICK PLYWOOD UNDER ATTIC FAU AND 24" MIN WIDE ALONG <br />ACCESS WAY FROM ATTIC ACCESS TO FAU <br />NOT USED <br />NOT USED <br />NOT USED <br />NOT USED <br />PROPOSED SECTIONS <br />SCALE; 1/4" = 1'-0" <br />ARCHITECTURE / INTERIORS <br />A DIVISION OF FOX GROUP ARCHITECTS, INC. <br />275 SOUTH GLASSELL STREET <br />ORANGE, CALIFORNIA 92866 <br />FAX: 714 628-0797 <br />RICK FOX, ARCHITECT <br />CAROL TINK- FOX, ARCHITECT <br />NOTICE REGARDING OWNERSHIP OF DOCUMENTS: <br />ALL SKETCHES, DRAWINGS AND/ OR SPECIFICATIONS PREPARED <br />FOR THIS PROJECT BY STRATOS FORM ARE AND SHALL REMAIN <br />THE EXCLUSIVE PROPERTY OF STRATOS FORM WHETHER OR <br />NOT THE PROJECT FOR WHICH THEY ARE PREPARED IS <br />EXECUTED. RE -USE, REPRODUCTION OR PUBLICATION OF THESE <br />DOCUMENTS BY ANY METHOD, IN WHOLE OR IN PART, IS <br />PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM STRATOS <br />FORM. UNAUTHORIZED USE SHALL CONSTITUTE A BREACH OF <br />CONFIDENCE. <br />STRATOS FORM SHALL BE HELD HARMLESS FROM ANY AND <br />ALL CLAIMS, DAMAGES AND LOSSES WHATSOEVER <br />RESULTING FROM SUCH UNAUTHORIZED USE. ANY EXPENSES <br />INCURRED, INCLUDING COURT COSTS AND FEES, SHALL BE <br />PAYABLE UPON DEMAND. <br />0 <br />Q <br />� <br />� <br />W <br />� <br />cm <br />� W <br />Q <br />CO <br />(0co <br />�l <br />( <br />0 z <br />° <br />Z <br />�z <br />z <br />N(0 <br />PROFESSIONAL SEAL <br />m <br />No. C-19457 <br />REN.9-30-27 <br />OF CAS-�F�Q <br />PROPOSED <br />SECTIONS <br />MILESTONE& <br />REVISION& <br />QPLAN CHECK CORR <br />5/4/2026 <br />0 <br />„ <br />SHEET <br />E <br />IIIxklis <br />