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CASING BEAD <br />W/ WEEPS OVER <br />FLASHING <br />11-0.1 <br />7/8" STUCCO O.H. <br />OVER FRAME — <br />DRIP "V'SCREED— <br />PAINTED RAISED <br />STUCCO BAND- <br />6" PAINTED RAISED <br />STUCCO BAND- <br />5/8" STUCCO <br />OVER CMU <br />PAINTED METAL <br />GARAGE DOOR -- <br />WINDOW NOTE: <br />ALL NEW WINDOWS MUST MEET A MINIMUM'U'-VALUE OF <br />ROOF FINISH <br />,---ROOF <br />FINISH <br />0.4 OR LESS AND A'SHGC'OF 0.25 OR LESS. (UTILIZING <br />THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) <br />PER ELEVATION <br />PER ELEVATION <br />lot. <br />12 <br />ROOF SHEATHING <br />15 <br />ROOF SHEATHING <br />7- <br />12 <br />//1—MANUFACTURED <br />4" 8" <br />f_� <br />EACH BEDROOM MUST HAVE ONE WINDOW THAT <br />COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS <br />5.9 <br />MANUFACTURED <br />ROOF TRUSS <br />ROOFTRUSS <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 />MTL DRIP EDGE <br />MTL DRIP EDGE <br />ALUMINUM WRAP <br />—2X4 SUB -FASCIA <br />SHINGLE/ UNDERLAYMENT NOTE: <br />ALUMINUM WRAP <br />ALUMINUM SOFFIT <br />ALUMINUM SOFFIT <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 />NOTE: REFER TO STRUCTURAL SOFFIT <br />NOTE: REFER TO STRUCTURAL SOFFIT <br />2 LB EPS FOAM <br />SMOOTH FINISH <br />905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL <br />DETAIL SF01 SHEET SS FOR SOFFIT <br />DETAIL SF01 SHEET SS FOR SOFFIT <br />ATTACHMENT DETAIL <br />ATTACHMENT DETAIL <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 />ROOF O/H DETAIL <br />r-*`_�NROOF <br />O/H DETAIL <br />BRACKET DETAIL <br />— FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) <br />5 <br />3/4 if 1 1-011 <br />3/4 if= 1 1 -0 If <br />7 <br />3/4 If = <br />T —77 <br />2'-4" <br />5/4 x 6" HARDIE <br />TRIM BOARD <br />6" SMOOTH FINISH <br />EGRESS NOTE: <br />IN <br />STUCCO TRIM <br />fDj <br />4" <br />6" <br />co <br />2" <br />04 <br />2"� <br />9 <br />'VSCORED <br />2 1/2" 1/2" <br />LINES <br />4� <br />L2 LB EPS FOAM <br />VA <br />SMOOTH FINISH <br />DETAIL <br />WINDOW DETAIL <br />STUCCO <br />DETAIL <br />GARAGE STUCCO DETAIL <br />DO/H <br />8 <br />9 <br />10 <br />12 <br />E3/4 <br />3/411 = 1 <br />1-011 <br />::E <br />V1 = <br />3/4 1 <br />I_0f1 <br />::03/4 <br />of = 1 <br />1-019 <br />If = 1 <br />I—OVI <br />'T9111 <br />011111 <br />To- <br />A5 <br />MIMI <br />son <br />son <br />on <br />M MonNon <br />soon <br />ON Mimi <br />FRONT ELEVATION B <br />3/1611 = 1 1-011 <br />4'OFF <br />RIDGE VENT <br />S INGLE ROOF _*-f71111 [I TI <br />6 11 T I I I Irl'b" <br />1 11 TI 11 11 TI 11 111111 111111 1 1 TPI �I <br />IFFFT-FIT7 11 11 11 TI 11 11 T1 11 11 11 11 11 11 11 11 11 11 11 TT*ft- I <br />Z <br />ce) 7/8" STUCCO <br />C) _j <br />OVERFRAME <br />L F <br />I C.j. SS CA <br />8'-011 L 141-0" 8'-O#1 <br />*k . . . . . .. .......... <br />MID -WALL <br />WEEP CASING BEAD <br />SCREED W/ WEEPS <br />OVER <br />Go FLASHING <br />-1 <br />00 9 <br />BO %-5/8" STUCCO <br />OVER CMU <br />LL - — - — -- <br />r,`\_REAR ELEVATION <br />3/1611 = 11-011 <br />ELEV AT 18'-0" <br />SECOND FLOOR CEILING <br />PAINTED RAISED <br />STUCCO BAND <br />t, <br />7/8" STUCCO <br />Z,--OVER PLYWOOD <br />CASING BEAD W/ WEEPS <br />OVER FLASHING <br />ELEV AT 10'-0" Alk <br />SECOND FLOOR FF "-r <br />ELEV AT 8'-8" <br />V T <br />00 C L <br />FIRST, FLOOR CEILING <br />MID -WALL WEEP SCREED <br />00 <br />PAINTED RAISED <br />rSTUCCO BAND <br />____-5/8" STUCCO <br />OVER CMU <br />ELEV AT 0'-0" <br />FIRST FLOOR FF <br />ELEV AT 18'-0" A�_ <br />SECOND FLOOR FRAMING \.r <br />3: <br />/�7/8" STUCCO CD <br />OVER FRAME <br />6'-4" 101-01, 101-01, 6-4- �T-0" ELEV AT 10'-0" <br />SECOND FLOOR FF <br />4 - "I - <br />DRIP "V' ELEV AT 88"- <br />MID-WALL SCREED--T <br />WEEP FIRST FLOOR CEILI� G <br />SCREED %-5/8" STUCCO <br />OVER CMU <br />ELEV AT 0'-0" Alk <br />FIRST FLOOR FF �F <br />RIGHT ELEVATION B <br />3/1611 = if —Off <br />SHINGLE ROOF <br />4'OFF <br />RIDGE VENT <br />5+�12 <br />_00rrrr1rrrrrr1 <br />ELEV AT 18'-0" Ai`\ <br />I 111 11 T I I 1 <br />11 11 Ti 11 11 T <br />11 1;4,r7l T I I <br />1 11 T I I 1 <br />11 TI I 1 <br />11 T I I 1 11 TI 11 IITIII IITIII <br />1ITI 11 <br />IITI 11 IITI 11 <br />IITIII IITIII <br />IITII1 11 111 <br />IITI 11 <br />IITIII 1ITIj[ffjb!t <br />11 11 T1 11 <br />11 Ti 11 11 <br />Ti 11 11 Ti 11 11 TI 11 11 TI 11 11 TI 11 <br />ITT-FIFrFTI <br />11 11 TI 11 <br />11 TI 11 11 TI 11 11 TI 11 11 TI IF <br />H_TI 11 1111 11 11 11 11 <br />11 11 11 11 <br />SECOND FLOOR CEILING <br />2� <br />W <br />9 <br />7/8" STUCCO <br />_j <br />N _j <br />A� <br />C.il <br />OVER FRAME <br />C.J.1 C.J. I <br />V5 <br />J C.J.1 <br />- — <br />31-4-1 <br />84-811 8'41' <br />8'-8" L'C 8'-8" 31-411 <br />ELEV AT 1 V-0" Ajj`\ <br />SECOND FLOOR FF \,r <br />—1 H YI �I IiI III'] <br />ELEV AT 8-8. AiikN <br />%,--5/8" <br />MID -WALL <br />FIRST FLOOR CEILING \�F <br />STUCCO <br />WEEP <br />\�—CASING <br />OVER CMU —N� <br />SCREED�J <br />BEAD <br />W/ WEEPS <br />OVER <br />FLASHING <br />ELEV AT 0'-0" Aj-\ <br />FIRST FLOOR FF %,,r <br />LEFT ELEVATION B <br />3/1611 = 1 1-011 <br />ELEV AT 18'-0" A�N <br />SECOND FLOOR CEILING \-,r <br />ELEV AT 10'-0" Allk <br />SECOND FLOOR FF \,r <br />ELEV AT 8'_811 <br />FIRST FLOOR CEILING K]IIIV <br />ELEV AT 0'-0" <br />FIRST FLOOR FF <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 />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 />PE41METER 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 />ED T ON (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 />MAR 0 4 2023 <br />\/V\ c. <br />Virtual Review Assist, In <br />Plans Review completed and approved <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2390 <br />C14 <br />04 <br />C� <br />04 <br />1 <br />C14 <br />LO <br />co <br />W) <br />LL <br />'g, < <br />z <br />-N <br />W <br />0 <br />W <br />z <br />LO E <br />> 0 ol 0 <br />-5, <br />L. *= 0 q U <br />C) CY) ��! <br />00 <br />4- <br />V) <br />-62 CC" <br />0) CO <br />E -= -2 M <br />20 <br />0 LL , R < <br />U < <br />Lf) <br />a) <br />Cj <br />U LU a <br />cO E <br />70 <br />LN .5 <br />0. a) <br />a 42 co 4 <br />Uj Uj <br />LU <br />0 Ld (6 LU 0 <br />LU �_ UJ W -0 <br />_ ff zir z <br />LUO'< '<g< < YOO 0 <br />0 Cr U_ 0 <br />L) <br />_j co 3: W <br />000H211 ozmo,�- <br />U-Eoomaz <br />U_ <br />0 <br />b <br />owir Ozo <br />W rL rn I w W�_ V5 W ix z <br />0 (L z y 0 z LL < <br />D <br />W ILL <br />_j 0 <br />Jg< W�<55-wz6wu <br /><0W g_�_ �w :�g <br />< <br />OW 0 D cyza!�_ <br />LL < 0 < <br />0 <br />0 <br />z CNI <br />W <br />5 <br />> (00 <br />(0 0 <br />z <br />cy) 0 <br />CY) rl*- <br />< LO <br />LL <br />M W <br />- <br />z <br />< W < Lq <br />co <br />00 <br />< < <br />z <br />z <br />W <br />W <br />_j <br />0 <br />A <br />(0 <br />C) <br />0 <br />C1 <br />co <br />Q <br />0 <br />C14 <br />Q <br />C) <br />0 <br />CD <br />0 <br />N <br />LO <br />'0 <br />Ir <br />W <br />a <br />0 <br />0 <br />0 <br />0 <br />Loqql- <br />> <br />C� <br />5 <br />4 <br />6 <br />CO <br />Z <br />< Z <br />W <br />C) <br />4-a <br />W <br />K U) <br />zz <br />000 <br />c)) <br />0 <br />W - <br />OOSQ <br />LO <br />0 <br />=)Z> <br />0 W;:; <br />O�__ <br />< <br />z <br />�10 <br />W L> <br />Ix-< <br />T__1 <br />1: <br />W F- <br />W r <br />mr-W <br />2 <br />r*4 <br />F-- F_ <br />0::)0 <br />r"sl <br />z0a: <br />LIJ <br />00 <br />0 <br />ZWO <br />C) <br />< <br />:5W it <br />Z LL <br />z <br />z <br />z <br />0 <br />0 <br />0 <br />co <br />z <br />A5 <br />z <br />z <br />W <br />Wo <br />> <br />LAST PLOT DATE <br />December 14, 2022 <br />z <br />0 <br />EXTERIOR <br />_j <br />ELEVATIONS B <br />