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6288 Beverly Hills Dr
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6288 Beverly Hills Dr
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Last modified
3/20/2025 3:06:23 PM
Creation date
2/19/2025 11:36:03 AM
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Building Plans
Street #
6288
Location
Beverly Hills Dr
Contractor
Lennar Homes LLC
Building Plans - Permit #
5158
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SHINGLE RC <br />1 1/4" THK x <br />STUCCO B? <br />5/8" STUCC <br />OVER CMU <br />FRONT ELEVATION B <br />1 All = 1'-0„ <br />REAR ELEVATION B <br />1 /411 = 1'-011 <br />EV AT 8'-0" <br />T.O.M. <br />:VAT 0'-0" <br />FLOOR FF <br />VGLE 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 />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 />SJOVERHANG DETAIL <br />d _ _ <br />ROOF FINISH PER <br />ELEVATION <br />ROOF SHEATHING <br />b` MANUFACTURED <br />ROOFTRUSS <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 />61 OVERHANG DETAIL <br />I/All = 1'-nll r <br />CMU COLUMN DETAIL <br />7A771 = <br />- ELEV AT 8'-0" <br />T.O.M. <br />5/8" STUCCO <br />OVER CMU <br />co <br />� I <br />I ELEV AT 0'-0" <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �- - - 1ST FLOOR FF <br />RIGHT ELEVATION B <br />1 /4" = 1'-0„ <br />7 <br />A5 <br />I <br />I <br />I <br />"m <br />5/8" STUCCO <br />OVER CMU <br />F_ <br />LEFT ELEVATION B <br />1 /411 = 1'-0'1 <br />_ ELEV AT 8'-0" <br />T.O.M. <br />ELEV AT 0'-0" <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 />S 0 <br />kvLwmlgi <br />5/8" STUCCO <br />FINISH --- <br />2" <br />VARIES <br />ASSUMED GRADE <br />9 ELEVATION DETAIL <br />-%-rL <br />V L <br />av� <br />i�Ua\t`Ct '� <br />Puts R p��ar� p a F <br />{01 CO by pe <br />rGe\OQ` <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 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 />N <br />N <br />N <br />t' 4 j j I <br />'.• o <br />o <br />' z <br />W <br />six <br />w <br />0 <br />z <br />Q <br />o ^ o <br />W L C 'O °? u <br />C] M ,v 6 <br />(y) <br />+- <br />to <br />} h M 2 <br />Z)p- uc' <br />-0 70'w J °) <br />M <br />A� C L <br />75 u-8 0 Q <br />u <br />cn <br />Q) <br />d < <br />V w a� <br />EP <br />%. o <br />0 a <br />a <br />W W W <br />LLI W 0 F- <br />a W< m J wfy z w z(D w� <br />Q <br />dW~ <br />J�0�uU00 <br />3o�0 <br />v�ZOitOmzaUZ <br />O <br />Z <br />Lu w- <br />Q~WpH�zUzi W�OQ <br />l� <br />0w o =oQz <br />�QLLo <br />O <br />Z CN <br />OF_ <br />(1)5ti <br />D M O <br />cy)Q <br />L0 <br />_j <br />U) ti <br />z <br />I— W IZ M <br />a' � 00 <br /><� <br />Z U <br />Z <br />J O <br />CD <br />r� <br />I <br />I <br />i <br />I <br />N <br />ooa <br />N <br />N <br />N <br />N <br />O <br />` <br />N <br />C <br />r <br />r <br />O <br />IO <br />O <br />U>, <br />N <br />'i <br />1 <br />I <br />I <br />00 <br />zF- <br />Qz <br />O <br />zw <br />M <br />� <br />O <br />W <br />UC-) <br />zz <br />WOO <br />V5 <br />Lo <br />O <br />0 <br />Q <br />O <br />Z-a <br />F- <br />Lri <br />= <br />WLU a <br />m <br />�t-Znx: <br />m w <br />F-o <br />. <br />W <br /><F- D <br />N <br />O <br />zmo <br />Z <br />U <br />gZ� <br />w <br />az <br />� <br />z <br />F� <br />O <br />0g <br />a <br />_p <br />co <br />z <br />A5 <br />m <br />z <br />w <br />w <br />0 <br />04 <br />o <br />N <br />LAST PLOT DATE <br />■ <br />April 25, 2022 <br />z <br />O <br />EXTERIOR <br />ELEVATIONS B <br />
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