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HomeMy WebLinkAboutPrelim Drawing Sheet 05 08-13-2012.pdfNO R T H S I D E E L E V A T I O N SC A L E : 3 / 1 6 " = 1 ' - 0 " WE S T S I D E E L E V A T I O N SC A L E : 3 / 1 6 " = 1 ' - 0 " SC A L E : 3 / 1 6 " = 1 ' - 0 " EA S T S I D E E L E V A T I O N SO U T H S I D E E L E V A T I O N SC A L E : 3 / 1 6 " = 1 ' - 0 " 1. THE EXTERIOR SURFACE OF ALL NEW AND EXISTING EXTERIOR WALLS SHALL HAVE 15/32"PLYWOOD SHEATHING (STRUCTURAL I GRADE) WITH 10d NAILS @ 6" o.c. @ EDGES, AND 10d NAILS @ 12"o.c. @ INTERIOR, EXCEPT AS OTHERWISE NOTED ON THE FRAMING PLANS AND SHEAR WALL SCHEDULE.2. NEW FASCIA, RAKE BOARDS, AND OTHER 2 x EXTERIOR TRIM SHALL BE WESTERN RED CEDAR.3. NEW EXPOSED POSTS AND BEAMS SHALL BE DOUGLAS FIR - SELECT STRUCTURAL.4. NEW EXTERIOR WOOD SIDING SHALL BE 3/4" x 6" "CLEAR" CEDAR (T & G).5. NEW ROOFING AT PITCHED ROOF AREAS SHALL BE DECORATIVE ASPHALT OR FIBERGLASS SHINGLES OVER 30# INORGANIC FIBER FELT. 6. ROOF VALLEY FLASHING SHALL BE PROVIDED OF NOT LESS THAN NO. 28 GALVANIZED SHEET GAUGE CORROSION -RESISTANT METAL, AND SHALL EXTEND AT LEAST 8 INCHES FROM THE CENTERLINE EACH WAY. SECTIONS OF FLASHING SHALL EXTEND 8 INCHES FROM THE CENTERLINE EACH WAY. SECTIONS OF FLASHING SHALL HAVEAN END LAP OF NOT LESS THAN 4 INCHES. ALTERNATIVELY, VALLEYS SHALL CONSIST OF WOVEN ASPHALT SHINGLES APPLIED IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS.7. NEW DECK COVERING SHALL BE DEX-O-TEX (ICBO #1338), OR OTHER APPROVED FIRE-RETARDANT SYNTHETIC DECKING MATERIAL.8. NEW ROOFING AND DECK COVERING MATERIALS SHALL BE RATED CLASS "A" OR CLASS "B", AND SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS.9. PROVIDE CONTINUOUS G.I.S.M. FLASHING AT NEW EAVES. 10. ALL NEW GUARDRAILS AT DECKS, BALCONIES, AND LANDINGS SHALL BE A MINIMUM 42 INCHES IN HEIGHT, WITH LESS THAN A 4 INCH OPENING BETWEEN VERTICAL AND/OR HORIZONTAL MEMBERS. NEW GUARDRAILS SHALL HAVE A BASE CONNECTION CAPABLE OF WITHSTANDING 20 LBS. PER FOOT APPLIED TO THE TOP OF THE RAIL (HORIZONTALLY), AND 200 LBS. APPLIED IN ANY DIRECTION AT ANY POINT OF THE RAIL.11. STONE VENEER SHALL BE REINFORCED WITH 1" x 3-3/4" x #22 GA. ANCHOR TIES WITH SEISMIC HOOKS @ 16" o.c. VERTICALLY, AND #9 GA. WIRE IN HORIZONTAL JOINTS @ 16" o.c. ALL STONE VENEER MATERIALS AND INSTALLATION DETAILS SHALL BE SELECTED BY THE OWNER.12. TOP OF EACH NEW FIREPLACE CHIMNEY SHALL EXTEND AT LEAST 2 FEET ABOVE ANY PORTION OF THE ROOF LOCATED WITHIN 10 FEET (HORIZONTALLY) OF THE CHIMNEY. EACH FIREPLACE CHIMNEY SHALL BE EQUIPPED WITH A SPARK ARRESTING CAP. THE NET FREE AREA OF THE SPARK ARRESTER SHALL NOT BE LESS THAN FOUR TIMES THE NET FREE AREA OF THE OUTLET OF THE CHIMNEY. ALL SPARK ARRESTERS SHALL BE CONSTRUCTED OF MINIMUM 12 GAUGE WELDED OR WOVEN WIRE MESH (CORROSION RESISTANT), WITH 1/2 INCH OPENINGS, OR CAST IRON PLATE, 3/16 INCH THICK, WITH 1/2 INCH PERFORATIONS. 13. CONTRACTOR SHALL VERIFY THE SELECTION OF ALL NEW EXTERIOR FINISH MATERIALS, FINISH TYPES, AND COLORS WITH THE OWNER, PRIOR TO INSTALLATION.|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||| EXTERIOR MATERIAL AND FINISH NOTES ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||State of California Licensed Architect Renewal Date:November 30, 2013F. Paul Sheehan C-23133 DATE:SCALE:DRAWN BY:JOB NO.DRAWING SHEET NO.OF 15 SHEETS08-14-2012 AS NOTED F.P.S.108-102 5A NEW CUSTOM RESIDENCE FOR:1004 WEST 141ST STREET CARMEL, INDIANA 46032design & plans by:Sheehan and Associates architecture • project planning • construction F. Paul Sheehan, Architect 305 Calle Higuera Camarillo, CA 93010 (805) 482-7209 These drawings and specifications are the property of Sheehan and Associates, and are protected under all applicable copyright laws. They are not to be changed,copied in whole or in part, nor used on any other work without the express written consent of Sheehan and Associates.COPYRIGHT NOTICE © 2012 Sheehan and Associates F. Paul Sheehan, ArchitectREVISIONS