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36515 Smithfield Ln
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Last modified
3/21/2025 2:46:39 PM
Creation date
2/27/2025 1:09:22 PM
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Building Plans
Street #
36515
Location
Smithfield Ln
Contractor
Lennar Homes LLC
Building Plans - Permit #
6082
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EPS <br />FOAM <br />C? <br />,4" �4" L4" L4" L <br />ff #1 01 ; <br />ill 1-4 <br />,p <br />N70W DETAIL <br />11 1 -not <br />1 1/2" <br />4" <br />ROOF FINISH <br />12 <br />PER ELEVATION <br />ROOF SHEATHING <br />MANUFACTURED <br />ROOFTRUSS <br />MTL DRIP EDGE <br />2X4 SUB -FASCIA <br />ALUMINUM WRAP <br />A <br />ALUMINUM SOFFIT <br />v <br />NOTE: REFER TO STRUCTURAL SOFFIT <br />DETAIL SF01 SHEET SS FOR SOFFIT <br />ATTACHMENT DETAIL <br />)FFIT <br />DETAIL <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 />T'XV THICK <br />PAINTED RAISED <br />TRIM BAND- <br />6"Xl"THIC <br />PAINTED F <br />TRIM BAN <br />WWI' WIN <br />v)Ftudoo _=v_n" <br />8"X1 " THICK PAINTED <br />RAISED TRIM BAND- <br />%.Of I I %I IL L_ L <br />TAll 1 f-F <br />[41111111111111 <br />8 <br />A5 <br />LEV AT 18'-0" <br />T <br />O.P. <br />7/8" <br />STUCCO <br />OVER FRAME <br />CASING BEAD <br />W1 WEEPS <br />OVER <br />ELEV AT 10'-0" FLASHING <br />2ND FLOOR FF <br />ELEV AT 8'-8" <br />T.O.M. <br />WEEP SCREED-L�— <br />TYP. <br />12 <br />51 <br />NONNI <br />(D <br />ELEV AT 0'-0" <br />1ST FLOOR FF <br />FRONT ELEVATION B <br />1/411 1 1-011 <br />ELEV AT 18'-0" <br />T.O.P. <br />ELEV AT 10'-0" <br />ELEV AT V-191" <br />T.O.M. <br />WEEP — <br />SCREED <br />TYP. <br />STUCCO <br />4ELEV AT 01-01, ONCMU <br />1ST FLOOR FF <br />REAR ELEVATION B <br />11 1-011 <br />1/8 1 <br />ELEV AT 18'-0" <br />T.O.P. <br />2ND FLOOR FF \\ <br />ELEV AT 1 U-0" <br />ELEV Al <br />T.O.M. <br />1011 <br />!�L� <br />"��DRIP "V" <br />CASING BEAD <br />Wt WEEPS <br />OVER <br />FLASHING <br />SHINGLE <br />ROOF <br />A5 <br />IBM - <br />MEN ONE <br />MEN ONE <br />Immmil I <br />5 <br />r\ <br />co <br />ED] M <br />12 <br />r <br />DRIP'V'SCREED, <br />AT BOTTOM OF <br />Ll Ll Ll Ll L-1 L-1 I BAND <br />1:1 El 1:11:11:1 El 1:11 1 <br />(D <br />Pol <br />E j D 1:1 El 1:1 El El El El <br />4'OFF RIDGE <br />VENT <br />77�. ,o,-SHINGLE <br />ROOF <br />-7/8" STUCCO <br />OVER <br />FRAME <br />-A/C UNIT <br />AND PAD <br />12 <br />51 <br />C.J. C.J. <br />z <br />_j <br />=� 0 <br />b U) <br />I <br />04 <br />C? <br />4'OFF RIDGE <br />VENT <br />C.J <br />SHINGLE <br />ROOF <br />TUCCO <br />Li <br />OVER <br />--FRAMF.= -- — - — - 1"2 <br />SCREED 5/8" WEEP----' <br />STUCCO U SCREED 9 <br />OVER CM TYP. <br />ELEV AT 0'-0" <br />I+ - — - <br />1 ST FLOOR FF <br />RIGHT ELEVATION B <br />ll 1-011 <br />1/8 1 <br />12 <br />51 <br />4'OFF RIDGE <br />VENT <br />SHINGLE <br />ROOF <br />- mm�� <br />pp.r- <br />1111111111 1 MUM <br />US? 21MI? <br />HIMI? 1110 <br />HIM11 <br />21AI? HIM1 <br />HIMI? <br />21111 HIMI? <br />21ALS HIMAI? <br />11H HIMALN 211p. <br />Leila <br />11 <br />;. <br />�m <br />:14 <br />41 <br />- <br />�1 <br />11111im Is <br />1 AN 11 <br />mum- <br />0 <br />LEFT ELEVATION B <br />1/8 it = 1 1-011 <br />91-81, 6-0" 164" <br />041. <br />0 csj <br />_j <br />—9 <br />IE <br />1 1 <br />uu2iH6! <br />4'OFF RIDGE <br />VENT <br />w w <br />0 (D <br />U- U- <br />SLOPE U- z U_z SLOPE <br />4 0 uj 0 Lu <br />5:12 ;T> :;t> 5:12 <br />a. <br />0 04 <br />-J 77 <br />U) Lo <br />Ap <br />SLOPE SLOPE <br />5:12 <br />-OPE <br />12 <br />CN <br />_j 77 <br />LO <br />*1 <br />00, <br />SLOPE� <br />ROOF PLAN B <br />if = 1 1-011 <br />1/8 <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 />PENINGS 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 />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. I <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 NTH 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 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 1697 SQ FT <br />VENTILATION REQUIRED 815 SQ IN <br />VENTILATION PROVIDED AT RIDGE 407 SQ IN <br />VENTILATION PROVIDED AT SOFFIT 1218 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 FREEVENTILATING AREASHALL BE 1/150 OF THE <br />AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE <br />REDUCED TO 11300 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 />ALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) <br />1 DGE VENTS 18 SQ. IN. OF NET FREE AREA I LINEAR FT. <br />*OFF-RIDGEVENTS -138SQ.IN.OFNETFREEAREA/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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