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36508 Smithfield Ln
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Last modified
3/4/2025 12:07:21 AM
Creation date
2/19/2025 9:10:53 AM
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Building Plans
Street #
36508
Location
Smithfield Ln
Contractor
Lennar Homes LLC
Building Plans - Permit #
5965
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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 />r_`jROIIO�F O/�H DETAIL <br />TA <br />9 NOT USED <br />ELEV AT 18'-0" <br />_ <br />SECOND FLOOR CEILING <br />7/8 STUCCO <br />OVER PLYWOOD <br />y <br />CASING BEAD <br />W/ WEEPS OVER <br />FLASHING <br />12 <br />ELEV AT 10'-0" <br />4 <br />- � <br />SECOND FLOOR FF - <br />ELEV AT 8'4" <br />FIRST FLOOR CEILING <br />6" PAINTED RAISED <br />TRIM BAND <br />6" PAINTED RAISED <br />TRIM BAND <br />ELEV AT U-0" <br />_ <br />FIRST FLOOR FF <br />FRONT ELEVATION <br />A <br />3/16" = 1'-0" <br />ELEV AT 18'-0" _ <br />SECOND FLOOR CEILING <br />ELEV AT 10'-0" <br />SECOND FLOOR FF - <br />ELEV AT 8'-8" <br />FIRST FLOOR CEILING <br />ELEV AT 0'-0" _ <br />FIRST FLOOR FF <br />REAR ELEVATION A <br />U 3/16" = 1'-0" <br />..�I�111�I■1/I�,, <br />.I■Ili�l■I11�;III IpNig1h, <br />'■Illml... <br />ROOF FINISH <br />PER ELEVATION <br />ROOF SHEATHING <br />MANUFACTURED <br />ROOFTRUSS <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 />�1 ROOF O/H DETAIL <br />TA =1_n <br />6" PAINTED RAISED <br />TRIM BAND <br />ifl <br />2' <br />- GARAGE DOOR TRIM DETAIL <br />11) <br />1'-0" <br />O.H. <br />7 <br />A5 <br />7/8 STUCCO <br />I OVERFRAME <br />■■■■■■■■ <br />A5 <br />PAINTED RAISED <br />TRIM BAND <br />7 WINDOW TRIM DETAIL <br />34 - <br />TRIM BAND v�v <br />11 WINDOW DETAIL <br />ait= <br />ELEV AT 18'-0" _ <br />SECOND FLOOR CEILIN <br />M <br />r� ELEV AT 10'-0" _ <br />8 SECOND FLOOR FF <br />A5 _ <br />t—12" PAINTED RAISED ELEV AT 8'-8" <br />STUCCO BAND 11-01 FIRST FLOOR CEILING <br />DRIP "V" SCREED <br />5/8 STUCCO <br />OVER CMU <br />CORED LINES <br />PAINTED <br />RAISED <br />TRIM BAND <br />21b. EPS <br />4" _ <br />6" <br />FOAM <br />CV <br />N <br />O <br />tt <br />O <br />2 1/2" 1 1/2" <br />$ CORBEL DETAIL <br />If 1-011 <br />--FLASHING <br />1 '-4" <br />N <br />e <br />2" <br />V-8" <br />1CD <br />2 NOT USED rl3 COLUMN DETAIL <br />3/4if = 1'-0' <br />4' OFF <br />RIDGE VENT <br />SHINGLE ROOF <br />z0 ' <br />%,7/8" STUCCO <br />N ; OVER FRAME <br />T-0' C.J. - C.J. C.J.LC.J. IC.J. - <br />6 4 10'-0 10 -8 10'-01, 6 4 <br />122 <br />4 <br />—DRIP "V" WEEP <br />SCREED 5/8" STUCCO SCREED <br />OVER CMU <br />PAINTED METAL <br />- GARAGE DOOR ELEV AT 0'-0" _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ <br />FIRST FLOOR FF <br />MAR 2 <br />RIGHT ELEVATION A% <br />It 1-011 <br />VV\ <br />4' OFF <br />4' OFF RIDGE VENT Virtual Review Assist, Inc. <br />RIDGE VENT Plans Review completed and approved <br />for compliance with the 2020 FBC 7th Edition <br />SHINGLE ROOF 6 6 SHINGLE ROOF by Debra Anne Klahr PX2300 <br />12 A5 A5 12 <br />5 12 411111 11T1 111 1 11 IT 111 � 11 ffi11 li�11111 IITT'�� , <br />5 5 12 5 <br />11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 11 WI I ELEV AT 18'-0" _ <br />SECOND FLOOR CEILING <br />z0 %8" <br />7/8" STUCCO .2=o=sTucco <br />OVER FRAME ce) N J ih N J OVER FRAME <br />L <br />C.J. SSL-11C.J. C.J. IC.J. - C.J. C.J. C.J. 12 <br />8'-0" 14'-0" 8'-0" 3--4�� 8'-8" 8'-8" 8'-8" 8'-8" T-4" <br />ELEV AT 10'-0" _ 12 _ _ _ _ _ _ _ _ _ _ _ _ _ _ 4 <br />SECOND FLOOR FFf�- <br />CASING BEAD WEEP ELEV AT 8'-8" WEEP <br />W/ WEEPS SCREED FIRST FLOOR CEILING 2'4' SCREED rll�5/8" STUCCO <br />OVER OVER CMU <br />FLASHING - - CASING BEAD <br />o W/ WEEPS <br />11 <br />5/8" STUCCO oo 9 00 0? 17 <br />OVER <br />OVER CMU FLASHING <br />ELEV AT 0'-0"-1-m- _ _ _ _ _-- - _ _ _ _ _ _ _ _ _ <br />FIRST FLOOR FF <br />LEFT ELEVATION A <br />U 3/16" = 1'-0" <br />PAINTED RAISED <br />TRIM BAND <br />5/8" SMOOTH <br />STUCCO <br />OVER CMU <br />.• <br />'+ <br />2 <br />l <br />P <br />~� <br />IN <br />-......... . mar`--. <br />to <br />N LO <br />u <br />t� co N <br />N CO c <br />ti <br />V)U <br />-0 -0 _ <br />i d M <br />A�E <br />-L <br />O00 <br />t M <br />T\1 •� <br />p o <br />p �L o <br />o <br />0 Q <br />• <br />U t3 <br />< <br />U <br />w �CCi. N <br />C <br />^0^` <br />L <br />0 CCO <br />7W <br />a <br />V <br />N <br />N <br />O <br />N <br />N <br />r <br />L <br />O <br />00 <br />Ln <br />z I� <br />W <br />O <br />❑ <br />W <br />Q <br />-RAISED <br />TRIM BAND <br />LU p u,j � W p 1— <br />LLIW I— ~ J x g~ z <br />— — — 0 W ����QpQ�QWV0��0 <br />Q Q V p U O Q z W z p Z Q Q <br />F-H aw�w�ZOXOOMZZ U <br />CO E- W W � = Q � J <br />(0 0OILL Z QoW0��70 KWz ��oQ <br />OQ o 0 oQzg <br />LL W <br />O <br />O <br />z N <br />O W <br />U) ti <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 />I <br />N <br />I <br />I <br />I <br />O <br />0 <br />0 <br />0 <br />T <br />v, <br />o <br />r- <br />0 <br />N <br />N <br />N <br />N <br />O <br />00 <br />- <br />O <br />O <br />N <br />O <br />N <br />O <br />z <br />o <br />� <br />� <br />0 <br />o <br />I <br />I <br />' <br />O <br />N� <br />W <br />0 <br />0 <br />0 <br />0 <br />0 <br />1 <br />I <br />� <br />N <br />M <br />d <br />M� �� ^� <br />V J <br />} ~ <br />z <br />O _ <br />W <br />Qz <br />w <br />Woo <br />�. <br />O <br />D� zU <br />ono <br />Q <br />z <br />a�a <br />H <br />Ly 3:a <br />Inew <br />(VCD <br />ono <br />r*. <br />�O� <br />■ <br />LLI <br />2 <br />< ~ ❑ <br />(g) <br />O <br />ZWO <br />�■ <br />—0 <br />Q <br />z <br />UaZ" <br />z <br />�z <br />�� <br />U <br />� <br />O 0 <br />0- <br />W <br />z <br />z <br />z <br />z <br />w <br />Uj <br />J <br />N <br />0 <br />0 <br />LAST PLOT DATE <br />• <br />z <br />December 14, 2022 <br />I <br />EXTERIOR <br />—J <br />ELEVATIONS A <br />
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