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SHINGLE RC <br />1 1/4" THK x <br />STUCCO BA <br />5/8" STUCCi <br />OVER CMU <br />FRONT ELEVATION B <br />1 /411 = 1'-0„ <br />REAR ELEVATION B <br />1 /4" = 1'-0„ <br />RIGHT ELEVATION B <br />1 /4" = 1'-0" <br />I <br />7 <br />I A5 <br />I <br />I <br />I <br />I <br />I <br />I <br />v <br />LEFT ELEVATION B <br />1 /4" = 1'-0„ <br />5/8" STUCCO <br />OVER CMU <br />.EV AT 8'-0" <br />T.O.M. <br />:VAT 0'-0" Adk <br />FLOOR FF <br />OGLE 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 />FINISH <br />1EVATION <br />SHEATHING <br />FACTURED <br />TRUSS <br />DRIP EDGE <br />INUM WRAP <br />INUM SOFFIT <br />NOTE: REFER TO STRUCTURAL SOFFIT <br />DETAIL SF01 SHEET SS FOR SOFFIT <br />ATTACHMENT DETAIL <br />(OVERHANG DETAIL <br />J a _ —no, <br />12 <br />15 <br />ROOF FINISH PER <br />ELEVATION <br />ROOF SHEATHING <br />MANUFACTURED <br />ROOF TRUSS <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�j OVERHANG DETAIL <br />/d _ 1I-nif <br />5/8" STUCCO <br />OVER CMU <br />co <br />zo <br />7 CMU COLUMN DETAIL <br />_ ELEV AT 8'-0" <br />T.O.M. <br />2' -0" <br />� j <br />ELEV AT 0'-0" <br />—� 1ST FLOOR FF <br />ELEV AT 8'-0" Adk <br />T.O.M. <br />_ ELEV AT 0'-0" gk <br />1ST FLOOR FF <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 />ro <br />$ ELEVATION DETAILS <br />5/8" STUCCO <br />FINISH --- <br />ASSUMED GRADE <br />9 ELEVATION <br />_/d DETAIL <br />_1_n' <br />OCT 2 8 2022 <br />Virtual Review Assist, Inc. <br />Plans Review completed and approved <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />1 1/4" THICK <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 EXISTINGSTRUCTURES) <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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