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4" 6" <br />0 <br />2 1/2" 1 1/2" <br />• , k�/�1�i11� <br />ROOF FINISH <br />PER ELEVATION <br />ROOF SHEATHING <br />MANUFACTURED <br />ROOF TRUSS <br />MTL DRIP EDGE <br />ALUMINUM WRAP <br />ALUMINUM SOFFIT <br />NOTE: REFER TO STRUCTURAL SOFFIT <br />DETAIL SF01 SHEET SS FOR SOFFIT <br />ATTACHMENT DETAIL <br />`IZ•Z•7a•7P Q:I Irr;11� <br />\J 1 <br />nnu.rrEfn onICIMn <br />k1r,V�19i <br />-e• <br />.,�1►1�I1111�1�■.. <br />ROOF FINISH <br />PER ELEVATION <br />ROOF SHEATHING <br />MANUFACTURED <br />ROOF TRUSS <br />MTL DRIP EDGE <br />2X4 SUB -FASCIA <br />ALUMINUM WRAP <br />ALUMINUM SOFFIT <br />NOTE: REFER TO STRUCTURAL SOFFIT <br />DETAIL SF01 SHEET SS FOR SOFFIT <br />ATTACHMENT DETAIL <br />• • • <br />ZDj <br />SHINGLE <br />IY�-V <br />TRIM BAND <br />11 WINDOW DETAIL <br />4' OFF <br />RIDGE VENT <br />SAINTED RAISED <br />TRIM BAND <br />:ORED LINES <br />6" X 1 1/4" THICK <br />SMOOTH <br />STUCCO <br />BAND <br />1 , COLUMN DETAIL <br />d = _ <br />5/8" SMOOTH <br />STUCCO <br />OVER CMU <br />2'6 <br />1'-8" <br />RAISED <br />TRIM BAND <br />1 <br />0 <br />r- <br />0? <br />00 <br />A5 12 <br />5 12 <br />r1rIITIII H-TI11 111111 111111 IIZN W�� �1�11 IIIH] 111111 IITIII IITIII IITIII IITIII IITIII IITIII 111'111 IITIII IITIII IIITIF fiflilill 11 H H 11 till 11 5 <br />_ ELEV AT 18--O",111111k IL �JIL IF Ilff IF -IIT111- [Mir ml� MT IFFFIF TITM MIF FW FIFFIf UrM FT1IF [HTI� MI 1118 <br />F- 11 SECOND FLOOR CEILING <br />_ ELEV AT 18'-0" <br />O.H. z = A5 SECOND FLOOR CEILING <br />~ <br />7 - _ AL1 <br />OVER PLYWOOD z <br />A5 N _j � I = <br />7/8 STUCCO 1 CASING BEAD - <br />OVER FRAME �' 7/8 STUCCO N _j I I M <br />W/ WEEPS OVER OVER FRAME I I I � <br />10 FLASHING C.J.I C.J.I C.J) C•J•1 C.J.I <br />8 WEEP �- SECOND FLOOR FF ELEV AT 10'-0" j9k 6'.4" 10'-0" 10'-8" 10'-0" 6'-4" 3'-0" <br />AlkA5 _ _ _ _ _ _ _ _ _ ELEV AT 10'-0" <br />o SCREED 12 �— I SECOND FLOOR FF kr <br />12" PAINTED RAISED ELEV AT 8'-8" 4 5/8" STUCCO <br />DRIP 'V' <br />STUCCO BAND � FIRST FLOOR CEILING SCREED ELEV <br />DRIP "V" SCREED ❑ ❑ ❑ ♦ V WEEP 5/8 STUCCO FIRST FLOOR CEILING <br />5/8 STUCCO D <br />El <br />El <br />1:1 <br />El <br />1:11:1 <br />❑ i � �� � o TRIM PAINTED <br />BAND RAISED SCREED OVER CMU <br />OVER CMU--------,,,Zo I �° 6" PAINTED RAISED <br />PAINTED METAL El ❑ 1:1 E 1:11:1 El i' TRIM BAND <br />GARAGE DOOR <br />I ELEV AT 0'-0" <br />FIRST FLOOR FF <br />ELEV AT 0'-0" <br />FIRST FLOOR FF <br />13 <br />A5 <br />FRONT ELEVATION A RIGHT ELEVATION A <br />1 If _ 1_ 11 3)3/16If = 11_011 <br />3/16-10 <br />4' OFF RIDGE VENT <br />RIDGE VENT <br />6 SHINGLE ROOF SHINGLE ROOF 6 <br />A5 12 12 A5 <br />11 TIT Ir 11 LI u �111 TI 11 11 TI 11 11 It 11 11 TI 11 11 TI 11 ft� <br />5 11 TI 11 111111 1111 111 1911 ]111 11 11 121 12 5 <br />15 J1h 11 111111 IITIII 111111 IITIII 111111 11TI11 11TH IITIII_ 11 111111 111111 1111 ITIII IITIII 11J11 IITIII IITIIj1d <br />_ ITIII <br />ELEV AT 18'-0" _ ELEV AT 18'-0" <br />SECOND FLOOR CEILING SECOND FLOOR CEILING <br />H <br />7/8" STUCCO 7/8" STUCCO I I <br />(V J L OVER FRAME 12 OVER FRAME I I I <br />C.J. SS C.J1 <br />s <br />C.J1 C.J.I W C.J.I C.J.I C.J.I <br />4 <br />8 � <br />3'-4" 8'-8" 8 -8 -8�� 8-8 3�-4�� <br />8'-0" 14'-0" 8'-0" _ <br />_ _ _ _ _ ELEV AT 10'-0" _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 12 _ ELEV AT 10'-0" <br />_ _ <br />— I � �' _ -�--- - SECOND FLOOR FF � SECOND FLOOR FF <br />WEEP CASING BEAD <br />SCREED W/ WEEPS ELEV AT 8'-8" ELEV AT 8'-8" <br />OVER FIRST FLOOR CEILING 5/8" STUCCO WEEP 2'-0" FIRST FLOOR CEILING <br />FLASHING OVER CMU SCREED <br />b _ <br />0? <br />® in m 5/8" STUCCO <br />00 CASING BEAD in <br />OVER CMU W/ WEEPS <br />OVER <br />_LL_ _ _ _ _ _ ELEV AT 0'-0" _ _ _ _ _ FLASHING _ _ _ _ _ _ _ _ _ _ _ _ ELF✓ AT 0'-0" <br />FIRST FLOOR FF FIRST FLOOR FF <br />REAR ELEVATION A <br />3/16" = 1'-0" <br />LEFT ELEVATION A <br />3/16" = 1'-0" <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 />R9052.6.1, 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. (REFER TO SHEET SN1 <br />FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) <br />sg0gV, <br />VIRTUAL <br />Vimla► �,� (mle <br />d <br />plans <br />for ccn ip' &11cc ,,Its ; Yc �� f )\2300 <br />Edition by Debra <br />CO 7 <br />�. <br />tz <br />o <br />\yj <br />00 <br />r, <br />0 <br />w <br />O <br />z <br />a <br />Q� <br />> o E <br />C % M Ou <br />. M rN. <br />N <br />U co <br />V i <br />C <br />EL r rMi <br />O _� g a <br />t uci- <br />.N <br />w a� N <br />o EMN C <br />70 <br />m <br />0 K a,a a <br />V <br />Q <br />w <br />W P w (6W O <br />Q� X_� 0 3: w LLU 0 0,-I0 <br />0 00 <br />H <br />C�10 <br />Z <br />� 1)wwgz0w00mzz <br />Ww(L8wwwwinwwa0 <br />1aapWQNzwZ0w(.)0 <br />� <br />°d <br />LL <br />Ow �w0 <br />Q <br />F LL <br />1 <br />0 <br />04 <br />Z <br />O F-- <br />55 <br />> U) O <br />F- M O <br />Q(1)M� <br />J <br />LL <br />QWQLo <br />�a <br />cM <br />00 <br />< >- a— <br />Z U lz <br />w <br />W <br />Jc:) <br />O <br />1 <br />i <br />� <br />N <br />N <br />N <br />�y <br />N <br />0 <br />N <br />O <br />0 <br />N <br />c) <br />C) <br />C) <br />0_0 <br />O <br />`O <br />r- <br />O <br />N <br />O <br />' <br />Z <br />O <br />L0 <br />co <br />w <br />W <br />o <br />0 <br />0 <br />0 <br />o <br />> <br />cV <br />ri <br />st <br />ui <br />i <br />CO <br />♦♦ ^r <br />VJ <br />} <br />zl-- <br />C)0W <br />_ <br />aZ <br />w <br />0 <br />W o <br />U <br />�z5 <br />-0 <br />-0 <br />F, <br />O <br />OHO <br />Q <br />Z <br />a -a <br />N <br />3: <br />M�w <br />N <br />O <br />�Or <br />. . <br />N <br />W <br />Q <br />O <br />V <br />Q0 <br />ZWo <br />a <br />Z <br />�. <br />a.z <br />Z <br />p <br />U <br />� <br />_o <br />W <br />z <br />A5 <br />z <br />w <br />w <br />J <br />O <br />"C'_ <br />LAST PLOT DATE <br />. . <br />April 7, 2022 <br />KO <br />EXTERIOR <br />ELEVATIONS A <br />