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L <br />SHINGLE RC <br />1 1/4" THK x <br />STUCCO BA <br />5/8" STUCC, <br />OVER CMU <br />FRONT ELEVATION B <br />1 /411 = 1'-0" <br />REAR ELEVATION B <br />1 /411 = 1'-0" <br />RIGHT ELEVATION B <br />1 /4„ = 1'-011 <br />i <br />775 <br />5/8" STUCCO <br />OVER CMU <br />i�_ y <br />LEFT ELEVATION B <br />1 /4" = 1'-011 <br />.EV AT 8'-0" <br />T.O.M. <br />:VAT 0'-0" <br />FLOOR FF <br />VGLE ROOF <br />ELEV AT 8'-0" <br />T.O.M. <br />5/8" STUCCO <br />OVER CMU <br />ELEV AT 0'-0" <br />1ST FLOOR FF <br />NOTE: REFER TO STRUCTURAL SOFFIT <br />DETAIL SF01 SHEET SS FOR SOFFIT <br />ATTACHMENT DETAIL <br />© •• - <br />FINISH <br />LEVATION <br />SHEATHING <br />FACTURED <br />TRUSS <br />,RIP EDGE <br />INUM WRAP <br />INUM SOFFIT <br />ROOF FINISH PER <br />ELEVATION <br />ROOF SHEATHING <br />MANUFACTURED <br />ROOFTRUSS <br />METAL DRIP EDGE <br />2X4 SUB -FASCIA <br />ALUMINIUM WRAP <br />PER ELEVATION ALUMINUM <br />NOTE: REFER TO STRUCTURAL SOFFIT SOFFIT <br />DETAIL SF01 SHEET SS FOR SOFFIT <br />ATTACHMENT DETAIL <br />6 OVERHANG DETAIL <br />'AIa _ _ <br />n" __r <br />5/8" STUCCO <br />7 CMU COLUMN DETAIL <br />A'AIA"_ 77 <br />_ ELEV AT 8'-0" <br />T.O.M. <br />ao <br />� I <br />' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I _ _ I _ ELEV AT 0'-0" <br />1 ST FLOOR FF <br />A5 <br />ir <br />00 <br />m <br />ELEV AT 0'-0' <br />1 ST FLOOR FF <br />ELEV AT 8'-0" <br />T.O.M. <br />NOTE: <br />FOAM TO BE USED ONLY WHEN <br />REQUIRED BY COMMUNITY <br />SPECS. IF NOT, DETAIL TO BE <br />BUILT W/ STUCCO <br />8-JELEVATION DETAILS <br />pia„ = 11-T <br />5/8" STUCCO <br />FINISH ---- <br />2" --�) L VARIES <br />N <br />N <br />ASSUMED GRADE <br />9 ELEVATION DETAIL <br />1-1/All_ 1 1-ni, <br />APR 0 8 2023 <br />Virtual Review Assist, Inc. <br />'lags Review completed and approved <br />or compliance viith the 2020 r8(; 7th Editior <br />1 1/4" THICK <br />uL <br />FLASHING NOTES: <br />DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE <br />INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH <br />EDITION), SECTION R703.4. AND R903.2 APPROVED <br />CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT <br />ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, <br />INTERSECTIONS, AND PENETRATIONS AND IN THE <br />EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO <br />PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR <br />PENETRATION OF WATER TO THE BUILDING STRUCTURAL <br />FRAMING COMPONENTS. THE FLASHING SHALL EXTEND <br />TO THE SURFACE OF THE EXTERIOR WALL FINISH AND <br />SHALL BE INSTALLED TO PREVENT WATER FROM <br />REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED <br />CORROSION -RESISTANT FLASHING SHALL BE INSTALLED <br />AT ALL OF THE FOLLOWING LOCATIONS: <br />1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR <br />OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, <br />EXCEPT THAT SELF -FLASHING WINDOWS HAVING A <br />CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 <br />MM) OVER THE SHEATHING MATERIAL AROUND THE <br />PERIMETER OF THE OPENING, INCLUDING CORNERS, DO <br />NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING <br />MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED <br />BY THE BUILDING OFFICIAL. <br />2. AT THE INTERSECTION OF CHIMNEYS OR OTHER <br />MASONRY CONSTRUCTION WITH FRAME OR STUCCO <br />WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER <br />STUCCO COPINGS. <br />3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR <br />METAL COPINGS AND SILLS. <br />4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD <br />TRIM. <br />5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS <br />ATTACH TO A WALL OR FLOOR ASSEMBLY OF <br />WOOD -FRAME CONSTRUCTION. <br />6. AT WALL AND ROOF INTERSECTIONS. <br />7. AT BUILT-IN GUTTERS. <br />8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR <br />DIRECTION. <br />9. AT ROOF CRICKET OR SADDLE. <br />10. AROUND ROOF OPENINGS. <br />GENERAL FLASHING NOTES: <br />INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH <br />EDITION (2020), SECTION R703.4 AND IN ACCORDANCE <br />WITH STANDARD APPLICATIONS ILLUSTRATED IN THE <br />ARCHITECTURAL SHEET METAL MANUAL (LATEST <br />EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR <br />CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, <br />INC. <br />WINDOW NOTE: <br />ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF <br />0.4 OR LESS AND A 'SHGC' OF 0.25 OR LESS. (UTILIZING <br />THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) <br />* EGRESS NOTE: <br />EACH BEDROOM MUST HAVE ONE WINDOW THAT <br />COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS <br />TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST <br />HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH <br />FLOOR LINE OF THAT PARTICULAR ROOM <br />SHINGLE / UNDERLAYMENT NOTE: <br />ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE <br />R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL <br />SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION <br />905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL <br />GENERAL FINISH NOTES: <br />APPLICATION OF STUCCO (EXTERIOR PLASTER) <br />MUST BE IN ACCORDANCE WITH FBC R703.7, <br />ASTM C926 AND C1063 <br />ALL LATH AND LATH ATTACHMENTS TO BE OUT OF <br />CORROSION -RESISTANT MATERIAL. 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