My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
6304 Beverly Hills Dr
Zephyrhills
>
Building Department
>
Building Plans
>
6304 Beverly Hills Dr
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/20/2025 8:35:07 PM
Creation date
2/19/2025 11:36:54 AM
Metadata
Fields
Template:
Building Plans
Street #
6304
Location
Beverly Hills Dr
Contractor
Lennar Homes LLC
Building Plans - Permit #
4824
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
30
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
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 />i <br />ivALUMINUM ALUMINUM SOFFIT <br />NOTE: REFER TO STRUCTURAL SOFFIT <br />DETAIL SF01 SHEET SS FOR SOFFIT <br />ATTACHMENT DETAIL <br />SOFFIT DETAIL <br />6 <br />/4 =1 1-011 <br />ROOF FINISH <br />PER ELEVATION <br />ROOF SHEATHING <br />12 <br />5 MANUFACTURED <br />ROOFTRUSS <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 />SOFFIT DETAIL <br />7 <br />4 =1 <br />1-011 <br />CV <br />�4 <br />N <br />N <br />CV <br />1� <br />2" t2' <br />FALSE FOAM LOUVER DETAIL TYP <br />8 <br />6" <br />1" <br />4-1 1„ 4-1 <br />C'4 <br />CV <br />CD - <br />co <br />r- <br />o - <br />00 <br />EPS <br />i•� <br />FOAM iv <br />BRACKET DETAIL <br />9 <br />PROVIDE FILLED SOLID <br />CMU ABOVE LINTEL TO <br />TIE BEAM <br />FLASHING <br />CASING BEAD WITH WEEP HOLES <br />PT 2X8 LEDGER ATTACHED TO <br />WALL W/ 3/8" X 5" TITEN HD AT <br />12" O.C. STAGGERED <br />(S)H10A-2 <br />ROOF FINISH PER ELEVATION <br />UNDERLAYMENT <br />ELEV AT 8'-0" <br />12 T.O.M. <br />PROOF SHEATHING <br />(S)A23 <br />y . MTL DRIP EDGE <br />2X4 SUB -FASCIA <br />2'-0" ALUMINUM WRAP <br />(S) A23 ALUMINUM SOFFIT <br />PT 2X4 LEDGER ATTACHED TO <br />WALL W/ 3/16" TAPCONS W/ <br />MIN 2-1/2" EMBEDMENT 6" O.C. <br />BTM AT T-6" <br />SOFFIT DETAIL <br />10 <br />41-011 <br />PT 2X8 LEDGER ATTACHED TO WALL <br />W/ 3/8" X 5" TITEN HD AT 12" O.C. <br />STAGGERED <br />N o 0 0 <br />O O <br />8" V-0" 1'-0" 1'-01, <br />LEDGER DETAIL <br />11 <br />4" STUCCO <br />BAND <br />WEEP <br />SCREED —� <br />C9 <br />ow <br />CV 2 <br />2 1'-1 <br />4" STUCCO <br />BAND <br />5/8" <br />STUCCO <br />OVER <br />MASONRY- <br />SHINGLE <br />ROOF <br />��I■1■1■I■1■1■I■1■1■I■1■1■I■1■1■I■1■1■I■1■1■I■1■1■I■����" = <br />t.i r rr.+.i r r r�ti r rrrf i s rrrtii a r rrti�. a r rrtii a rrrtii a rrrf <br />■■■ _..I�iiiii MEN <br />.. ,.��1m�■Irll <br />MEN son <br />I■■ �'�n';"�i'in on, <br />!■■ate MEN <br />ININININININININI <br />ININININININININI <br />INININIMINININI <br />11minimlim - - - ITIM7 <br />FRONT ELEVATION B <br />1 /411 = 1'-011 <br />ELEV AT 18'-0" <br />- � - - - - - - <br />�_7/8" <br />T.O.P. <br />0 STUCCO <br />1'-0" <br />q = g,, OVER FRAME <br />ELEV AT 10'-0" <br />z <br />2ND FLOOR FF <br />CONTROL JOINT <br />ELEV AT 8'-8" <br />T.O.M. <br />A/C UNIT <br />MID WALL <br />AND PAD <br />WEEP SCREED <br />95/8" <br />STUCCO <br />OVER <br />MASONRY <br />ELEV AT 0'-0" <br />17\-1 <br />ST FLOOR FF <br />GRADE LINE <br />3 REAR ELEVATION B <br />1/819= 11-011 <br />1'-0" <br />5 <br />A/C UNIT <br />AND PAD--,2'-0" <br />A5 <br />r <br />_ - ELEV AT 18'-0" <br />k T.O.P. <br />V-0" <br />CASING BEAD WITH <br />WEEP SCREED OVER <br />FLASHING <br />ELEV AT 10'-0" <br />2ND FLOOR FF <br />_ ELEV AT 8'-8" <br />T.O.M. <br />WEEP SCREED <br />ELEV AT 0'-0" <br />1 ST FLOOR FF <br />�•. AUG 2 4 2022 <br />FT UAL FLvlew p.SSs rr�'�`�, ,`•,,^ d <br />ua� Rev1e`;v,3C`Jfi1 <br />�� f j "..i. <br />'tans 1�..,h��`�'`',., ���'i;. tvSoG �� hf PX23(�0 <br />r comp a Anne MCIa <br />15'-9" <br />0 <br />12 6 - <br />bv-ls A5 --- ---- <br />16'-8" <br />18'-8" <br />16'-8" <br />0 Lu <br />04 = <br />�-7/8" STUCCO <br />z <br />OVER FRAME <br />CONTROL JOINT <br />CONTROL JOINT <br />%/8" STUCCO <br />OVER <br />MID WALL <br />MASONRY <br />WEEP SCREED 19 <br />RIGHT <br />ELEVATION B <br />GRADE LINE <br />1 /811 = 1 '-011 <br />12 <br />12'- 1 L F 13'-4" 12'-0" <br />gm - 7/8" STUCCO <br />iv = C? OVER FRAME <br />z <br />- - - - - CONTROL JOINT <br />ELEV AT 18'-0" <br />T.O.P. <br />ELEV AT 10'-0" <br />2ND FLOOR FF <br />ELEV AT 8'-8" <br />T.O.M. <br />2'-0" <br />A/C UNIT <br />AND PAD <br />ELEV AT 0'-0" <br />1 ST FLOOR FF <br />- - ELEV AT 18'-0" <br />T.O.P. <br />ELEV AT 10'-0" <br />IOU lu 2ND FLOOR FF <br />IE <br />ELEV AT 8'-8" <br />�` a T.O.M. <br />`5/8" STUCCO <br />OVER MID WALL <br />19 MASONRY WEEP SCREED <br />r` <br />ELEV AT 0'-0" <br />1 ST FLOOR FF <br />GRADE LINE <br />LEFT ELEVATION B <br />1 /8„ = 1 1-011 <br />L <br />w <br />a <br />Q N <br />J `- <br />(n 6 <br />SCOPE <br />5:12 <br />71-4" 1. 6'-11" <br />SLOPE <br />5:12 <br />I <br />T-0" RIDGE <br />VENT <br />SLOPE <br />5:12� <br />10'-0" RIDG <br />/ <br />------------ <br />VENT <br />a <br />I <br />1 SLOPE <br />SLOPE <br />5:12 <br />5712 <br />Co <br />Lo <br />6'-0" RIDGE <br />VENT <br />I <br />-- <br />--I <br />SSE <br />SLOPE � <br />5:12 <br />5:12 <br />io <br />— <br />1'-0' <br />ROOF PLAN B <br />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 />ROOF 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. / 300 (1/300) * 144 (TO CONVERT TO SQ. INCHES) _ <br />NET SQ. INCH REQUIREMENT <br />ATTIC AREA 1 = 1268 SQ FT <br />VENTILATION REQUIRED = 609 SQ IN <br />VENTILATION PROVIDED AT RIDGE = 306 SQ IN <br />VENTILATION PROVIDED AT SOFFIT =1197 SQ IN <br />ATTIC AREA 2 = 445 SQ FT <br />VENTILATION REQUIRED = 214 SQ IN <br />VENTILATION PROVIDED AT RIDGE = 108 SQ IN <br />VENTILATION PROVIDED AT SOFFIT =425 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. 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 TRACEABILITY TO MANUFACTURER AND PRODUCT <br />i <br />N <br />N <br />0 <br />C4 <br />N <br />aCD <br />co <br />• <br />, <br />LLI <br />O <br />w <br />. Q <br />n, <br />N E <br />'o M O <br />W <br />5 <br />,r- <br />Q cy)M N 2 <br />N <br />N 7 <br />co <br />V -Q -OO_ - 2 M <br />} O 2 m <br />.� O LL 8 Q <br />.N <br />^` <br />W <br />.G w C3 <br />U aN <br />0O E^ <br />L .� <br />a "oo <br />W W <br />� 00 <br />� Y Z 0 Z <br />WOg <br />U' <br />Q < <br />W <br />J� <br />:) O � wUOLL-jO <br />�a>01w ZLOx00mcZaU <br />0 <br />O <br />Z <br />J�a0_.>z�wGo~Z"�QCt J <br />zWzowc�oa <br />LL <br />�¢a0wa <br />pw �_�-� �_YZO Q a <br />OO� a p Oa¢ <br />LL <br />LL <br />f <br />O <br />Z w <br />0F_ <br />W 5 ti <br />O <br />c <br />Q � M � <br />� U) U— <br />acM <br />00 <br />ZV< <br />w <br />J0 <br />c0 <br />N <br />N <br />O <br />N <br />N <br />o <br />0 <br />00 <br />M <br />W <br />06 <br />•- <br />O <br />N <br />o <br />N <br />o <br />N <br />r- <br />N <br />N <br />N <br />O <br />N <br />o <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />N N <br />N <br />4 <br />1 <br />p <br />N <br />M <br />N <br />d' <br />0 <br />r- <br />o <br />ch <br />0 <br />o <br />o <br />r- <br />0 <br />co <br />0 <br />N <br />O <br />o <br />N <br />0 <br />eM <br />0 <br />111 <br />0 <br />0 <br />0 <br />Ul) <br />O <br />ti <br />M� <br />♦♦^� <br />VJ <br />Z Z <br />Z O <br />W <br />O <br />4-a <br />owW <br />W <br />U <br />F_O <br />o o� <br />a <br />a <br />owwm <br />U <br />LN <br />Q <br />z <br />Z <br />1.6 <br />LQL <br />� <br />� <br />�n <br />m O <br />Lw <br />N <br />(JZ <br />>- 2 <br />ZW <br />M <br />�ZZLL <br />N <br />W N <br />O��z <br />r- <br />Q <br />V�Zv <br />. <br />Z <br />Z <br />FQO <br />U <br />g <br />Ov <br />o <br />W <br />� <br />Z <br />A5 <br />W <br />w <br />J <br />w <br />" <br />MN <br />N <br />LAST PLOT DATE <br />. <br />Apr. 25, 22 <br />z <br />EXTERIOR <br />ELEVATIONS B & <br />ROOF PLAN <br />
The URL can be used to link to this page
Your browser does not support the video tag.