AG-1.0. M.E. Designs Civil & Structural Engineering Drafting & Design PATRICIA EDWARDS FAMILY TRUST SANTA BARBARA, CA TUNNEL ROAD LANE

Transcription

1 SECTION CALLOUTS RIDGE = '-" PLATE = 2'-0". FLAT TILE ROOFING OVER 0# MINIMUM ROOFING FELT (TYP) O/ /" PLYWOOD SHEATHING W/ "-"-2" ON HOR. SURFACE OF EXTERIOR (TYP) 2. ENGINEERED ROOF 2" O/C. MAX. SEE FRAMING PLAN. ALL ROOF PLY MUST HAVE RADIANT BARRIER. NONCOMBUSTIBLE OR IGNITION RESISTANT MATERIAL ON EXPOSED UNDERSIDE. WHERE EXPOSED, WOOD SHALL BE FIRE RETARDANT-TREATED. CALIFORNIA FRAMING. USE 2X 2" O/C WITH 2X RIDGE. CONTINUE ROOF SHEATHING UNDER CALIFORNIA FRAMING AND SOLID HIPS AND VALLEYS. USE 2X RAFTERS WHEN SPAN IS BETWEEN 9'-" TO '-0". 2X SOLID RIDGE (TYP) 7. 2 X HEM FIR FASCIA (TYP) FIRE-RETARDANT-TREATED. 7/" CEMENT PLASTER O/ APPROVED WIRE LATH AND BUILDING PAPER (TYP) 9. 7/" CEMENT PLASTER O/.# RIBBED LATH AND APPROVED BUILDING PAPER 0. " CONC. SLAB PER FOUNDATION PLAN. SLOPE AWAY FROM BUILDING 2% MIN FOR '-0" MIN AC OR CONCRETE SURFACES P:\Edwards\Arch & Struc\dwg\Edwards\Sheets\AG-.0 FLOOR PLAN & X-SEC.dwg Mikeshick /9/20 0::2 AM OR SECTION A GARAGE FF = 0'-0" 2... WALLS: CEILING: EXTERIOR WALLS: EXTERIOR WALL (BACK): INTERIOR WALLS: EXTERIOR BEARING: EXTERIOR NON-BEARING: INTERIOR BEARING: INTERIOR NON-BEARING: /2" GYPSUM BOARD /" GYPSUM BOARD (GARAGE WALLS & CEILING USE /" TYPE "X" BOARD AND FOR USABLE AREA UNDER STAIRS) 2X STUD " O/C 2X STUD " O/C TO FUR TO RETAINING WALL IN LINE 2X STUD " O/C X2 D.F. # (U.O.N.) X2 D.F. # (U.O.N.) X2 D.F. #2 (U.O.N.) X D.F. #2 (U.O.N.) /" = ' AG-.0 FLOOR PLAN & X-SEC.DWG /9/20 0: AM FLOOR PLAN & X-SECTION AG-.0

2 M.E. Designs ELEVATION CALLOUTS. FLAT TILE ROOFING OVER 0# MINIMUM ROOFING FELT (TYP) OVER /" PLYWOOD SHEATHING W/ "-"-2" (TYP) 2. 2 X HEM FIR FASCIA (TYP) FIRE-RETARDANT-TREATED. 7/" CEMENT PLASTER O/ WIRE LATH AND APPROVED BUILDING PAPER (TYP). 7/" CEMENT PLASTER O/.# RIBBED LATH AND APPROVED BUILDING PAPER O/ /" PLYWOOD SHEATHING W/ "-"-2" ON HOR. SURFACE OF EXTERIOR (TYP). NONCOMBUSTIBLE OR IGNITION RESISTANT MATERIAL ON EXPOSED UNDERSIDE. WHERE EXPOSED, WOOD SHALL BE FIRE RETARDANT-TREATED. 2X TRIM AROUND ALL DOORS AND WINDOWS AND AT ALL CORNERS (TYP) 7. VALLEY FLASHINGS SHALL NOT BE LESS THAN 0.0" (NO. 2 GALV. SHEET GAGE) CORROSION-RESISTANT METAL INSTALLED OVER A MINIMUM " WIDE UNDERLAYMENT OF LAYER OF NO. 72 ASTM CAP SHEET RUNNING THE FULL LENGTH OF VALLEY. 2 GAUGE GI. ALL ROOF TO WALL CONNECTIONS (TYP) 9. ATTIC VENTILATION CALCULATIONS: HOUSE ATTIC AREA = 2 SQ FT REQUIRED ATTIC VENTILATION = / 00 = 2.9 SQ. FT. = SQ. IN. USE LINEAL FEET OF COR-A-VENT V00 (OR EQUAL) (NFVA = 20) = 0 SQ. IN. USE () 22"x." UNDER EAVE VENTS (NFVA = 22) = 7 SQ. IN. USE BRANDGUARD VENTS OR APPROVED EQUAL TO RESIST INTRUSION OF FLAME & EMBER INTO ATTIC AREA GA. WEEP SCREED FLASHING AT BASE OF CEMENT PLASTER AND INSTALLED PER CBC WEEP SCREED SHALL BE CORROSION RESISTANT WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF -/2" AND SHALL BE PROVIDED AT OR BELOW THE FOUNDATION PLATE LINE. THE SCREED SHALL BE PLACED A MINIMUM OF " ABOVE THE EARTH GRADE AND 2" MINIMUM ABOVE PAVED SURFACE. SLOPE AWAY FROM BUILDING 2% FOR '-0" MINIMUM HARDSCAPE RIDGE = '-0" TOP PLATE = 2'-0" BREEZWAY FF = '-9 " BACK ELEVATION /" = ' RIDGE = '-0" RIDGE = '-0" TOP PLATE = '-9 " RIDGE = '-0" TOP PLATE = '-9" RIDGE = '-0" 2 7 TOP PLATE = 2'-0" TOP PLATE = 2'-0" P:\Edwards\Arch & Struc\dwg\Edwards\Sheets\AG-2.0 ELEVATIONS.dwg Mikeshick /9/20 0::7 AM OR BREEZWAY FF = '-9 " AG-2.0 ELEVATIONS.DWG /9/20 0: AM ELEVATIONS GARAGE FF = 0-0" ELEV = 97.92' 0 FRONT ELEVATION RIGHT ELEVATION /" = ' /" = ' AG-2.0

3 TUNNEL RIDGE LANE M.E. Designs AREA OF DISTURBANCE AREA OF DISTURBANCE EDWARDS GP.DWG /9/20 0: AM P:\Edwards\Civil\dwg\Edwards GP.dwg Mikeshick /9/20 0::0 AM 0 0' 20' SITE PLAN C-.

4 REFERENCE NOTES. FOR SLOPE PROTECTION, PROVIDE APPROXIMATELY CY RIP RAP WITH D0 " OVER NORTH AMERICAN GREEN P00 MAT (OR EQUAL). 2. (E) ' WIDE PAVED ACCESS ROAD PER DETAIL /CD-.. VARIANCE FOR ' WIDE DRIVEWAY PRE-APPROVED BY SB FIRE DEPARTMENT. (N) 7' WIDE PAVED DRIVEWAY PER DETAIL 2/CD-.. BROW DITCH BEHIND RETAINING WALL PER /CD-.. PROVIDE PERMANENT EROSION CONTROL VIA LANDSCAPE OR SIMILAR. RETAINING WALL PER DETAIL.D/D-.. SLOPE FINISH GRADE AWAY FROM RESIDENCE % FOR 0FEET AT EARTH AND 2% FOR ' AT HARDSCAPE 7. REMOVE EXISTING TREE OR RELOCATE. RETAINING WALL PER DETAIL.E/D-. 9. FOR RETAINING STRUCTURE, SEE GARAGE FOUNDATION PLAN SG-.0 LEGEND BRICK PAVERS OR CONCRETE M.E. Designs ' ' EDWARDS GP.DWG /9/20 0: AM P:\Edwards\Civil\dwg\Edwards GP.dwg Mikeshick /9/20 0::0 AM 0 0' 20' GRADING PLAN C-2.

5 EDWARDS GP.DWG /9/20 0: AM P:\Edwards\Civil\dwg\Edwards GP.dwg Mikeshick /9/20 0::09 AM 0 0' 20' DRIVEWAY PROFILES & X-SECTIONS C-2.2

6 P:\Edwards\Arch & Struc\dwg\Edwards\Sheets\SG-.0 FOUNDATION PLAN.dwg Mikeshick /9/20 0:: AM SG-.0 FOUNDATION PLAN.DWG /9/20 0: AM FOUNDATION PLAN SG-.0

7 P:\Edwards\Arch & Struc\dwg\Edwards\Sheets\S-2.0 FRAMING PLAN.dwg Mikeshick /9/20 0::0 AM S-2.0 FRAMING PLAN.DWG /9/20 0: AM FRAMING PLAN SG-2.0