Laserfiche WebLink
STUCCO CASING P=nn %nnTU <br />WEEP HOLES OVER <br />ELEV AT 8'-0" <br />T.O.M. <br />ELEV AT 0'-0" <br />1 ST FLOOR FF <br />SHINGLE R( <br />ELEV AT 8'-0" <br />T.O.M. <br />5/8" STUCC( <br />OVER CMU <br />ELEV AT 0'-0" <br />1 ST FLOOR FF <br />REAR ELEVATION A <br />1 /4" = 1'-0„ <br />ELEV AT 8'-0" _ <br />7-1 T.O.M. <br />FRONT ELEVATION A <br />3/8" = 1'-0" <br />1 <br />�2 5 <br />5/8" STUCCO <br />OVER CMU <br />00 <br />Cfl <br />ELEV AT U-0" <br />1ST FLOOR FF - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />RIGHT ELEVATION A <br />1 /4" = 1'-0" <br />12 <br />5f <br />ELEV AT 8'-0" <br />T.O.M. <br />5/8 STUCCO <br />OVER CMU <br />ELEV AT 0'-0" <br />1 ST FLOOR FF <br />LEFT ELEVATION A <br />� � 1 <br />r � <br />I I <br />I I <br />I <br />I I <br />I I <br />A5 <br />SHINGLE ROOF <br />7/8" STUCCO <br />OVER PLYWOOD <br />11/4"THKx6" <br />STUCCO BAND <br />i <br />5/8" STUCCO <br />OVER CMU <br />FINISH <br />LEVATION <br />SHEATHING <br />FACTURED <br />TRUSS <br />RIP 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 />k 5 P/a = - <br />ROOF FINISH PER <br />ELEVATION <br />ROOF SHEATHING <br />' <br />MANUFACTURED <br />ROOF TRUSS <br />METAL DRIP EDGE <br />2X4 SUB -FASCIA <br />ALUMINIUM WRAP <br />PER ELEVATION91 <br />ALUMINUM <br />NOTE: REFER TO STRUCTURAL SOFFIT <br />SOFFIT <br />DETAIL SF01 SHEET SS FOR SOFFIT <br />ATTACHMENT DETAIL <br />OVERHANG DETAIL <br />6 <br />j/&I = 1 _ <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. (REFER TO SHEET SN1 <br />FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) <br />NOTE: <br />V-4" FOAM TO BE USED ONLY WHEN <br />REQUIRED BY COMMUNITY <br />1" <br />SPECS. IF NOT, DETAIL TO BE <br />BUILT W/ STUCCO <br />-Y-FOAM BAND vnrrn nrre nnir <br />5/8" STUCCO <br />FINISH <br />�— 2" THICK <br />F1-1/2" THICK for <br />� � 3 1 /2" <br />m <br />3" THICK <br />VARIES PER OPENING <br />FOAM BAND 8 ELEVATION DETAILS <br />71 CMU COLUMN DETAIL <br />4" 10" <br />N 4" <br />2 LB EPS 2" 1" <br />9 BRACKETS DETAIL <br />N <br />M <br />co <br />N <br />O <br />N <br />00 <br />LO <br />„ " ,. <br />_ <br />o <br />O <br />LO <br />i <br />Z <br />WC <br />�( <br />=O <br />Q <br />z <br />Q <br />V) <br />0 Lr) N <br />W L '� -0 R u <br />\ ' p ('7 N6 <br />to <br />V i3 u a <br />A' M <br />W 0 L <br />W Oou o <br />see LL o C Q <br />•^V) <br />u�° <br />W QN <br />V <br />00 E 00 <br />(D . <br />dui <br />w0ai QzT�� <br />x �W O <br />�90�xU)L00O <br />QQU <br />F- <br /><C7 X�c)=0z m00J <br />Ou)OQ<WZOOLL200-z <br />Z=)o� <br />Q <br />U�Q <br />z�°W <br />W0W-ZW7)x <br />Lu F <br />LLU) W00Q0wzLJQ <br />� <br />0 <br />LL <br />0 cyzg< <br />0= <br />L_Q O �QLL <br />>t <br />O <br />Z N <br />O� <br />0 M O <br />Q � M LO <br />2u)LL,ti <br />Ln <br />M <br />z <br />>- O <br />< <br />Z U <br />W <br />W <br />J O <br />O <br />qReviewwsi <br />UI, <br />1 <br />t, ,in; <br />s Review comple <br />ed and <br />a0prolred <br />pliance with the <br />020 <br />FQC j7t <br />d0ion <br />by Debra Anne <br />K ahr <br />X'2 <br />00 <br />' <br />Q <br />N <br />N <br />LO <br />CD <br />N <br />N <br />0 <br />N <br />M <br />N <br />0 <br />N <br />r <br />0 <br />N <br />M <br />O <br />Cl <br />i <br />O <br />z <br />0 <br />N <br />W <br />0 <br />0 <br />0 <br />o <br />I <br />Lo <br />LO <br />> <br />o <br />00 �^ <br />ZF- <br />VJ <br />QZ <br />O <br />zw <br />}, <br />'0 <br />W <br />U _ <br />�0zz <br />0 <br />(.)0u) <br />O <br />::)zj <br />Z <br />OWE <br />atz <br />Q <br />0 <br />= <br />Wa <br />WLn =Q <br />meW <br />O <br />W�� <br />. . Lr <br />Q <br />O <br />U <br />g�0 <br />wLL <br />z <br />az <br />�z <br />Q <br />F2 <br />� <br />OU <br />O <br />o- <br />m <br />z <br />Ix <br />Z <br />z <br />w <br />W <br />J <br />o <br />N <br />0 <br />O <br />LAST PLOT DATE <br />. . <br />May 8, 2023 <br />z O <br />EXTERIOR <br />-- <br />ELEVATIONS A <br />