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6330 Beverly Hills Dr
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Last modified
3/21/2025 9:38:21 AM
Creation date
2/19/2025 12:52:04 PM
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Building Plans
Street #
6330
Location
Beverly Hills Dr
Contractor
Lennar Homes LLC
Building Plans - Permit #
4644
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EPS---,,, <br />FOAM <br />O <br />CV <br />4" 4" 4" 4" <br />1" 1'-4 <br />VD W DETAIL <br />11 = 1-nil <br />ROOF FINISH <br />PER ELEVATION <br />12 <br />15 ROOF SHEATHING <br />MANUFACTURED <br />ROOF TRUSS <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 />8 OSOFFIT DETAIL <br />Aia _1 w-ni, <br />ROOF FINISH <br />PER ELEVATION <br />12 <br />ROOF SHEATHING <br />4 <br />MANUFACTURED <br />ROOF TRUSS <br />„ <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 />DETAIL <br />9SOFFIT <br />`e <br />4"X1" THICK SMOOTH 4" <br />STUCCO BAND —� <br />10 Iial; 1 11 611 <br />7"X1" THICK SMOOTH <br />STUCCO BAND —� <br />a <br />C <br />C <br />10" <br />12" X 1 1/4" THICK SMOOTH <br />STUCCO BAND <br />_--3 1/2" SMOOTH STUCCO <br />FINISH <br />ELEV AT 18'-0" <br />T.O.P. <br />7/8" <br />STUCCO <br />OVER FRAME - <br />CASING BEAD <br />W/ WEEPS <br />PERMA WRAP COLUMN <br />OVER <br />FLASHING <br />OR EQUAL <br />ELEV AT 1 V-0" <br />2ND FLOOR FF <br />1" i" <br />\ <br />„ <br />ELEV AT 8'-8" <br />4" SMOOTH STUCCO <br />FINISH <br />T.O.M. <br />6" SMOOTH STUCCO <br />SHINGL <br />E`/ <br />OVER CMU <br />ROOF <br />1,4„ <br />12 <br />qia11= 1 1_nll <br />�ia11= � 1_nll <br />5/8" SMOOTH STUCCO <br />OVER CMU <br />ELEV AT 0'-0" <br />FIRST FLOOR FF <br />-5/8" STUCCO OVER <br />CMU <br />4" STUCCO BAND <br />GARAGE <br />DOOR <br />2"X2" THICK PAINTED <br />RAISED TRIM BAND <br />04 <br />6"X1" THICK PAINTED <br />in RAISED TRIM BAND <br />5/8" STUCCO OVER <br />it CMU <br />1 C9 iv <br />ELEV AT 0'-0" <br />FIRST FLOOR FF <br />ASSUM D <br />r! <br />lip <br />THICK <br />TED RAISED <br />BAND <br />PAINTED <br />=D TRIM <br />FRONT ELEVATION A <br />1 /411 — 1'-011 <br />SHINGLE <br />ROOF -� <br />12 <br />51 <br />.In._ <br />.�■iu�l�nl■�. <br />.�I�III. _..._ _..111■11... <br />.elim■I■lu■i■lu■I■uW■uui..m*e <br />'1111■I1111■I1111■I1111■I1111■ <br />' ' �liil �I�iu i�iliuiliu I�I�I�II�I�IUI� <br />1 <br />A5 <br />z ~ DRIP "V" SCREED, <br />OIL ILL <br />I I BAT AND BOTTOM OF <br />N = I <br />5 � 5 <br />5 <br />�— WEEP SCREED, <br />TYP. <br />Z <br />* 7/8" STUCCO <br />C:, <br />N - OVER <br />ERAME <br />WEE <br />SCREED A/C UNIT <br />NP. AND PAD <br />5/8" °O t° <br />STUCCO * zo <br />ON CMU <br />ELEV AT 0'-0" <br />1ST FLOOR FF <br />REAR lllllELEVATION A <br />1 /8It = 1 '-011 <br />12 <br />51 <br />4' OFF RIDGE <br />VENT <br />SHINGLE <br />ROOF <br />■ <br />1111■I1111■11111■I1111■I1111■I1111■I1111■I1111■I1111■I1111■I1111■I1111■11111■I1111■I1111■I1111■11111■I1111■I1111■I1111■I1111■11111■I1111■I11■I` <br />II1111■I1111■I111I■I1111■I1111■I1111■I1111■I1111■I1111■I1111■I1111■II111■I1111■I1111■I1111■I1111■I1111■I11/1■I1111■I1111■I1111■I1111■I1111■I1111■11.., <br />' ' I�III■I�III■I�111■I�IIIII�11111�111■I�IIIII�IO■I�111■1�111■I�IO■I�IIIII�III■I�111■1�111■I�III■I�11111�111■uuul�lun�lu■uunl�uulnu■��m IL. <br />1 <br />• 1 1 <br />• <br />..I • ■ �.. <br />..Iilululull■IIIII■11111■IIII'LIIIII■IIIII■IIIII■IIIII■IIIIi._ <br />..II�IIIII■Ir111■IIIII■IIIII■Ilt.,_....,_..111■11111■IIIII■IIIII■IIIII�h... <br />ilall■IIIII■IIIII■IIIII■IIIII■Iu11■IIIII■lull■IIIII■IIIII■IIIII■IIIII■IIIIIi�:�liiiin�ln_ - • • <br />d111■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■11111■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIIi��il�lll�l■i '1�IIIII�IIIII <br />1 �IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■11111■III/I■IIIII■IIIII■IIIII■IIIII■IIIII■11111■IIIII■IIIII■IIIII■II.:�IIIII■IIIIIi:�111■III <br />�11■I�111■I�111■I�III■I�111■I�111■I�111■I�111■I�111■I�IIIII�111■1�111■1�111■I�111■I�111■I�111■I�11111�111■I�III■I�111■I�111■I�III■i►.:•�irn.��ri..�ru <br />1 ■ <br />LEFT ELEVATION A <br />1/8 If = 1'-011 <br />9'-8" <br />16'-4" <br />w <br />o� <br />4' OFF RIDGE <br />VEND <br />0 <br />0 0 <br />SLOPE pz pz SLOPE <br />E5:12 <br />-v> �t> 5:12 <br />a77 <br />W 04 <br />a77 <br />OLO <br />W <br />8- N SLOPE SLOP <br />5. 5:12 <br />SLOPE <br />5:12 <br />ROOF PLAN A <br />" = 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 />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 />V'�/\ gIj ASs�ST JUN 1 1 20 <br />eview Assist, nc. KVed <br />1a ZEview completed and no <br />a,- <br />tor cor,� 1nce with the 2020 PX2300 <br />Edition by pebra Anne Kla <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 RE _ 10 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 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 />VERTICAL B` 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. FOR TILE <br />NOTE: <br />EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE <br />DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL <br />PROVIDING TRACE ABILITY TO MANUFACTURER AND PRODUCT <br />N <br />o <br />it. <br />lo <br />y <br />LO <br />Cle <br />00 <br />to <br />Ix <br />-i <br />0 <br />z <br />^, <br />n' E <br />� 0M 0 <br />W L <br />p c) S <br />N <br />V DO°D m° <br />� M <br />� <br />.r � <br />/1� E L t M <br />V/ �O 20 <br />.� } O LL, S 9 Q <br />c) <br />.cn <br />.0 <br />U uj00 <br />N C <br />00 <br />COL 0 <br />Lu <br />C� <br />W2w 0 <br />OWWr _J IY z <br />�a <br />�forWQO"cLLUO <br />cy <br />XJ,wo00a30H6z-Lw0m0 <br />�OzV <br />O� <br />Z <br />Qa <br />Y2? <br />y� <br />¢►-� <br />aaaOWHzwzW00a <br />25Y <br />Ow � z <br />Om0 : 25 <br />QLL <br />aaa <br />LLa O L.L <br />0 <br />Z W <br />O� <br />4 <br />> U) q <br />m O <br />Q U) M <br />U) LL <br />ti <br />Z U <br />Z <br />w <br />w <br />J 00 <br />d' <br />co <br />I <br />1 <br />I; <br />I <br />I <br />1 <br />1 <br />1 <br />I <br />N <br />o0000 <br />N <br />N <br />N <br />N <br />N <br />N <br />I� <br />e= <br />M <br />M <br />— <br />O <br />0 <br />O <br />0 <br />O <br />� <br />N <br />o <br />N <br />0 <br />I <br />1 <br />1 <br />I <br />' <br />z <br />O <br />wo <br />� <br />r- <br />0 <br />N <br />0 <br />M <br />0 <br />4i <br />0 <br />1 <br />CO^ <br />U <br />zZ <br />♦,/J <br />Q z <br />w <br />O <br />0 <br />W <br />v <br />..0 0_ <br />UU� <br />Z <br />Owo <br />aFa <br />Q <br />wwl- <br />V <br />H <br />N <br />F- Q <br />zo= <br />. . <br />N <br />zwo <br />Z <br />U <br />gz" <br />az <br />Z <br />H <br />pU <br />_o <br />�W - <br />w <br />z <br />z <br />z <br />W <br />W(O <br />Cl <br />N <br />LAST PLOT DATE <br />. <br />April 13, 2022 <br />z <br />O <br />EXTERIOR <br />J <br />ELEVATIONS & ROOF <br />PLAN A <br />
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