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6381 Ten Acre Ct
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Last modified
3/24/2025 2:11:35 PM
Creation date
2/19/2025 10:27:06 AM
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Building Plans
Street #
6381
Location
Ten Acre Ct
Contractor
Lennar
Building Plans - Permit #
5542
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i <br />SHINGLE rn <br />12 Ij L <br />6 5 [ j / 6" SCORED <br />5. t--I BAND <br />ROOF FINISH PER 1,�„ 1 - '. -- -- CONTRO <br />12 L <br />12 ELEVATION 1" 1" !, ! I JOINTS <br />1'-2" <br />ROOF SHEATHING <br />MANUFACTURED `V T.O.P. <br />ROOFTRUSS - <br />C° 1'-0" <br />1'-0" <br />\' METAL DRIP EDGE 7/8" STUCCO <br />2X4 SUB -FASCIA FRAME <br />CASING BEAD W/ -° <br />1'-0" ALUMINIUM WRAP ❑ OVER FLASHING c' CEMENT WEEP HOLES 6" X 1 K <br />CONTROL PLASTER BAND <br />ALUMINUM 12" SQ CMU COLUMN, 5 JOINTS <br />SOFFIT SMOOTH STUCCO o w 16" X 1"THK <br />NOTE: REFER TO STRUCTURAL SOFFIT FINISH ELEV AT 10'-0" N = CEMENT <br />DATTAC MENT DETAILS FOR SOFFIT 2ND FLOOR FF - �II rr� I I Pi � I PLASTER BAND <br />ELEV AT 8'-8" ��_Ll......�._.-�1.._�.1�_.I LJ•_i�l L..L� - A5.A <br />SOFFIT DETAIL T.O.M. - - - - - - - - <br />6 3/4" = 11 <br />-011 /� �� DRIP CASING BEAD <br />AT B <br />a STUCOCO TTOM BA DF <br />1:1�� F-1�� \ <br />ROOF FINISH PER8 <br />12 ELEVATION I I <br />�5 ROOF SHEATHING I I ELti i::i r�i i::i i::i E:i i::i i::i ❑ A5.A <br />5/8" STUCCO ON <br />RMANUFACTU <br />OOFTRUSSRED 11 I I ❑ -1 El El E ❑ E <br />❑ MASONRY <br />A5.A I I <br />e <br />METAL DRIP EDGE ELEV AT 0'-0" - - - <br />2X4 SUB -FASCIA 1ST FLOOR FF -� <br />ALUMINIUM WRAP STUCCO BAND <br />1 -0 ASSUMED GRADE <br />ALUMINUM FRONT ELEVATION A <br />SOFFIT 2 <br />NOTE: REFER TO STRUCTURAL SOFFIT CD 1 /4" - 1'-0" <br />DETAIL SF01 SHEET SS FOR SOFFIT N <br />ATTACHMENT DETAIL <br />SOFFIT DETAIL COLUMN DETAIL 6 12 <br />7 3/4„ _ � ,-011 11 3/4if _ � 1-011 5. 5 � <br />CASING BEAD W/ <br />WEEP HOLES <br />OVER FLASHING 1 <br />PROVIDE FILLED SOLID CMU ABOVE ELEV AT 18'-0" <br />LINTEL TO TIE BEAM T.O.P. <br />FLASHING <br />CASING BEAD WITH WEEP HOLES ELEV AT 10'-0" �? z = <br />2" PT 2X8 LEDGER ATTACHED TO WALL 2ND FLOOR FF 12 o w 7/8" STUCCO <br />W/ 3/8" X 5" TITEN HD AT 12" O.C. CONTROL = <br />(S} H10A-2 STAGGERED, SEE DETAIL 13/A5 _ 5' JOINT _ - N - ON FRAME <br />ROOF FINISH PER ELEVATION ELEV AT 8'-8" <br />UNDERLAYMENT T.O.M. <br />L/SS WEEP <br />ROOF SHEATHING SCREED <br />STUCCO DETAIL ELEV AT 8'-0" AND PAD ti 5/8" STUCCO <br />8 3/4" = 1 1-On 12 T.G.M. ON CMU <br />15 - METAL DRIP ELEV AT 0'-0" <br />EDGE 1ST FLOOR FF <br />7 (S) A23 <br />k 1-1/2" THK GRADE LINE <br />--- 2X4 FASCIA <br />ALUMINIUM 3 REAR ELEVATION A. <br />co •'> 2'-0" WRAPif 1-011 <br />(S) A23 ALUMINUM <br />3" PT 2X4 LEDGER ATTACHED TO SOFFIT <br />WALL W/ 3/16" TAPCONS W/ <br />2" 2" MIN 2-1/2" EMBEDMENT 6" O.C. 6" BTM AT 7'-6" 61215 5. <br />7/8" STUCC <br />ON FRAME J_L �1.l 11 LJl l 1111- 1111.. _. 11 <br />STUCCO DETAIL SOFFIT DETAIL 11_hi hill i _ X. <br />9 II _ 11 1 2 11 _ 1► �1� l � J <br />3/4 - 1 -0 3/4 - 1 -0 ELEV AT 18'-0" 1 Cl Il� J11 _I 1 1L 111 11 l _l1 JI J 1 I 1 C <br />T.O.P. <br />6" PT 2X8 LEDGER ATTACHED TO WALL <br />12'-0" 1 _0" <br />1" 1" W/ 3/8" X 5" TITEN HD AT 12" O.C. ELEV AT 10'-0" Cl?Z ~ <br />4' 4" STAGGERED 0 <br />2ND FLOOR FF 2 -0 <br />iv CONTROL N = CONTROL _ 7'-4" 3'-8" <br />CV CV JOINT _ JOINT <br />ELEV AT 8'-8" 12 <br />T.O.M. WEEP o <br />0 0 o 0 12'-0" SCREED - - - - - - - - - - <br />N ------ <br />o <br />EPS DRIP CASING BEAD A/C UNIT <br />_ 2'-0" AND PAD <br />i� FOAM N 8" V-0" V-0" 1'-0" 1'-0" AT BOTTOM OF co I SLOPE 5:12 <br />STUCCO BAND I I <br />ELEV AT U-0" - ® I a- 4'-0" OFF <br />BRACKET DETAIL LEDGER DETAIL 1ST FLOOR FF ON RIDGE <br />10 ., , „ 13 n 1 5/8" STUCCO cJn �n ROOF <br />1 = 1 -0 3/4 = 1 -0 GRADE LINE <br />ON CMU VENT I <br />4 <br />RIGHT ELEVATION A <br />I I <br />1 /811 = 1 1-011 <br />I I <br />I I <br />6 12 61 I SLOPE SLOPE <br />7/8" STUCC 5• 5 15:12 5:12 <br />-ll I I <br />ON FRAME <br />IL LH 1L1 J. <br />l �. _ l �. J _..t1 <br />ELEV AT 18'-0" I I <br />T.O.P. I W <br />1'-0' 12'-0" 13'-8" 12'-0" I O N <br />J� I <br />ELEV AT 10'-0" r? z = CASING BEAD W I "' <br />2ND FLOOR FF - 0 WEEP HOLES I I <br />CONTROL = CONTROL 12 OVER FLASHING <br />JOINT _ JOINT 1 5 <br />ELEV AT 8'-8" T2 - - - 11 <br />T.O.M. - - - - - - - - -� A5.A I I <br />PE <br />A/C UNIT CR ED I I I - - - - ESLOP2 5 102� <br />AND PAD 2 _0 - -Ll <br />- <br />C° I SLOPE 5:12 <br />ELEV AT 0'4" <br />1ST FLOOR FF <br />/ g" <br />GRADE LINE 5/8" STUCCO \ J �(n <br />ON CMU <br />NO <br />U <br />m <br />5 LEFT ELEVATION A 1 ROOF PLAN A <br />1 /8" = 1'-0" 1 /811 = 1'-011 <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 />OCT 2 8 W' . <br />Virtual Review Assist, Inc. <br />Plans Review completed and approved <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />GENERAL NOTES: <br />* G.C. VERIFY ROOF PITCH <br />ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) <br />IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF <br />SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. <br />ROOF CRITERIA <br />- 12" OVERHANG U.N.O. <br />- PLUMB CUT FASCIA <br />- ROOF PITCH PER ELEVATION <br />- WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) <br />- SHINGLE LOADING <br />ROOF VENT CALCULATIONS: <br />NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT <br />LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE <br />INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR <br />EQUIVALENT SYSTEM PER 7TH EDITION (2020) FBC SECTION R806 <br />FORMULA = S.F. / 150 (1/150) * 144 (TO CONVERT TO SQ. INCHES) _ <br />NET SQ. INCH REQUIREMENT <br />ATTIC AREA = 1222 SQ FT <br />VENTILATION REQUIRED = 586.56 SQ IN <br />VENTILATION PROVIDED AT RIDGE = 414 SQ IN <br />VENTILATION PROVIDED AT SOFFIT =1008 SQ IN <br />ATTIC VENTILATION <br />ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA <br />BUILDING CODE 7TH EDITION (2020 RESIDENTIAL R806. <br />THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE <br />AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE <br />REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE <br />THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE <br />UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER <br />VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (MEASURE <br />VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, <br />WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY <br />EAVE OR CORNICE VENTS. <br />CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. <br />(VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) <br />RIDGE VENTS - 18 SQ. IN. OF NET FREE AREA / LINEAR FT. <br />* OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT <br />* SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. <br />IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE <br />PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER <br />APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION <br />* LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE <br />36 SQ. IN. OF NET FREE AREA / FT. 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