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6495 Beverly Hills Dr
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6495 Beverly Hills Dr
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Last modified
3/5/2025 9:45:24 AM
Creation date
2/18/2025 3:38:43 PM
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Building Plans
Street #
6495
Location
Beverly Hills Dr
Contractor
SFR Construct
Building Plans - Permit #
4149
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ELEV AT 8'-0" _ <br />T.O.M. <br />2'-0" <br />� I <br />ELEV AT 0'-0" 4_ _ <br />1 ST FLOOR FF <br />A5 <br />ELEV AT 8'-0" <br />T.O.M. <br />RIGHT ELEVATION B <br />1 /411 = 1'-0„ <br />12 <br />5 _aq"� <br />ELEV AT 0'-0" <br />1 ST FLOOR FF <br />LEFT ELEVATION B <br />1 /4" = 1'-0" <br />ELEV AT 8'. <br />T.O.M. <br />ELEV AT 0'• <br />1 ST FLOOF <br />SHINGLE R( <br />ELEV AT 8'-0" <br />T.O.M. <br />5/8" STUCCI <br />OVER CMU <br />ELEV AT 0'-0" <br />1 ST FLOOR FF <br />FRONT ELEVATION B <br />1 /4" = 1 '-0" <br />REAR ELEVATION B <br />1 /411 = 1'-0" <br />5/8" STUCCO <br />OVER CMU <br />60 <br />to <br />75/8" STUCCO <br />OVER CMU <br />12 <br />5 <br />I <br />7 <br />A5 I <br />I <br />I <br />I <br />I <br />I <br />I <br />>HINGLE ROOF <br />1/4" THK x 6" <br />>TUCCO BAND <br />i/8" STUCCO <br />)VER CMU <br />F FINISH <br />ELEVATION <br />F SHEATHING <br />UFACTURED <br />F TRUSS <br />DRIP EDGE <br />OINUM WRAP <br />OINUM SOFFIT <br />NOTE: REFER TO STRUCTURAL SOFFIT <br />DETAIL SF01 SHEET SS FOR SOFFIT <br />ATTACHMENT DETAIL <br />ROOF FINISH PER <br />ELEVATION <br />ROOF SHEATHING <br />0 <br />MANUFACTURED <br />ROOF TRUSS <br />METAL DRIP EDGE <br />2X4 SUB -FASCIA <br />ALUMINIUM WRAP <br />PER ELEVATION <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 />: CMU COLUMN DETAIL <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 />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 />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 />NOTE: <br />FOAM TO BE USED ONLY WHEN <br />REQUIRED BY COMMUNITY <br />SPECS. IF NOT, DETAIL TO MAY 2 4 20 <br />BUILT W/ STUCCO <br />VIRTUAL REVIEW ASsI. <br />Virtual Review Assist, Inc. <br />Plans Review completed and appr( <br />for compliance with the 2020 FBC <br />bra Anne Klahr PX23 <br />VARIES PER OPENING <br />81 ELEVATION DETAILS <br />5/8" STUCCO <br />FINISH —� <br />2 . L VARIES <br />CV <br />N <br />ASSUMED GRADE <br />9 ELEVATION DETAIL <br />1 1/4" THICK <br />I I L <br />CAl <br />l A <br />M <br />0 <br />ARoOISS05Uj <br />Ln <br />�* <br />RG� <br />� <br />O <br />w <br />Ir <br />0 <br />z <br />(11 <br />E <br />a -0 M o <br />0 My d <br />M N <br />N <br />U <br />4) E <br />C O' 2 <br />°U:8 c� <br />Upr"r <br />•—i <br />^N` <br />U W QN C <br />E <br />W <br />ri <br />00 <br />a 70 <br />l. <br />w <br />OUl W�' <br />�O <br />0oZO�D0 <br />yUQ' 0Q <br />OUJ <br />au)x L) EZ? <br />OZ) <br />wQW pW�ZO� <br />Z�Q <br />�aQ <br />LL <br />Ow �_F- ? iYCH< <br />O¢ O <br />O<� <br />¢ <br />LL O LL <br />O <br />N <br />0� <br />U) O <br />F- M O <br />Q 1,1% 00 r— <br />���� <br />QWQ�? <br />a M <br /><UQ00 <br />Z F— <br />z <br />W <br />W <br />J 0 <br />d <br />M <br />O <br />CN(No <br />M <br />N <br />N <br />N <br />O <br />O <br />� <br />O <br />N <br />' <br />' <br />z <br />Co <br />� <br />U—) <br />Cj <br />"> <br />Co <br />Z� <br />O <br />ZW <br />0*) <br />O <br />W <br />WOO <br />U <br />U U <br />L <br />O <br />OLU— <br />° a <br />� <br />Q <br />C <br />Z <br />� <br />a_a. <br />W <br />It <br />L0 <br />__ <br />Uj <br />LUW <br />rl <br />IY <br />Zoe <br />. <br />O <br />aC <br />Z <br />g- W <br />w,- � <br />°' z <br />Z <br />H <br />0U <br />0� <br />F-m <br />z <br />A5 <br />z <br />W <br />w <br />J <br />M <br />N <br />LAST PLOT DATE <br />N <br />O <br />z <br />- • <br />0 <br />March 9, 2b22 <br />J <br />EXTERIOR <br />ELEVATIONS B <br />
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