My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
6479 Beverly Hills Dr
Zephyrhills
>
Building Department
>
Building Plans
>
6479 Beverly Hills Dr
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/5/2025 9:24:32 AM
Creation date
2/18/2025 3:38:21 PM
Metadata
Fields
Template:
Building Plans
Street #
6479
Location
Beverly Hills Dr
Contractor
Lennar Home
Building Plans - Permit #
4164
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
R, <br />J <br />J <br />00 <br />Lwj <br />0 <br />CV <br />in <br />N <br />o <br />mb <br />w <br />TIE BEAM <br />AT 8'-8" <br />d <br />w0 <br />m 00 <br />w <br />F: <br />7 5/8" <br />30'-0" <br />:�W=i72IIL <br />14'-4" 10'-4" 64" <br />42"X42" AC PAD, <br />SEE SHEET SN1 <br />FOR AC UNIT <br />HOLD DOWN 3 1/2" <br />co 00 <br />SH 25 <br />Ic LO HD AT 6 <br />-. i. LO EGRESSBtr tHB <br />�s���q>������►1�;�Y��1,►1 <br />� <br />�l►����� <br />o�� ��!�� <br />I � F1'���t�►1;1��ril <br />�♦ <br />•� <br />5068 SGD <br />!� <br />ON <br />C'.1 <br />a <br />ri <br />►♦ <br />GREAT <br />ROOM <br />BEDROOM #2 <br />►• <br />: : <br />10'-0" <br />•� <br />1 <br />% . <br />1 1 1 <br />1•: BF <br />X4 KNEEWALL, <br />TOP <br />:♦ <br />KITCHEN <br />: <br />, <br />LU It <br />0 CD <br />•♦ <br />U) RANGE <br />W1 HOOD <br />�1 <br />07) <br />►. <br />\•/ <br />F'I <br />PANTRY <br />•♦' <br />•♦', <br />;. <br />I: CIfl <br />• / <br />41.r11.!IE!II,r11,r IIrI�rI�rl�rl�rl�rll.I�.'11."II.'I�.'I�.ilf �I'il1'III'��.i �I'i..'i11i11i11'.It511: <br />1'...�,It!11!11!11!11'11.!11!IE!11.!IE!t.!IEr11!Itrllrltrl0r1�r1�.1�..I.It <br />�♦ <br />�FIN <br />jj <br />® <br />:ee.ee.een/.u.ee.ee.u.eesene.u.u.use.ee.ee,l.. ,iwe.u,.e.u..e,u.eaer.e..er.i..u.u.el.e..u.el.u.el.e•.eeuau.ee.ee.eeue.u.ee.u.eene,u.0 <br />_:�—► <br />••� <br />INSULATEDBRG <br />S <br />WALL <br />PROTECTIVE fk <br />COLUMN BELOW:• <br />•-• <br />/ <br />1 MIN FIRE • . <br />.• <br />D••- <br />►� ! �'STRIP <br />►� �� <br />�♦ <br />HEADER <br />SEE • <br />.... <br />;I <br />X 20'-0" <br />•18'-9" <br />►.IBRG <br />WALL <br />cc <br />LINE OF <br />• <br />•• <br />FOR FRAME WALL TO <br />CMU CONNECTIONS <br />• <br />ITIE <br />BEAMAkTIE BEAM,ENTRY <br />16070 <br />• <br />.:. <br />1 <br />1 <br />1 <br />I <br />1 1 <br />I <br />FIRST FLOOR PLAN - ELEVATION B <br />1 /411 = 1 1-011 <br />7 5/8" <br />2x8 <br />HEADER <br />SEE Q/S <br />DP SH I N <br />rl' <br />M <br />O � - N- <br />LON 9= F- <br />7 5/8" LO LO o <br />TIE B <br />bo <br />w <br />H Q <br />MN <br />00 <br />N <br />N <br />IE <br />0 <br />T <br />a <br />8" EXT <br />FRAME <br />WALL - <br />10 30'-0" <br />2'-10" ,_ 24'-4" 2'-10" _ <br />SH 25 <br />HD AT T-3" <br />EGRESS <br />v <br />(2)2X6 HEADER <br />SEE M/S6 - TYP. <br />2ND FLOOR SH 25 <br />WINDOWS H D AT 7'-; <br />EGRESS <br />�TiTiT� : : �iTi?iiititi?ititi?i?i?itiii?ifi`•>'iii?iTi?i?iTiTiTi <br />7 <br />iTiTiTi?iTiTiTi TifififiTiTiTri <br />r <br />M <br />M <br />WIN'. <br />BEDROOM •4 <br />BEDROOM <br />1: <br />1 <br />8" CLG <br />1 • <br />- <br />H <br />I'131-011 <br />N <br />H <br />�i <br />M • <br />•• <br />H <br />H <br />H <br />H <br />M : 1 <br />- <br />� <br />M <br />N <br />M <br />« <br />M <br />- •� <br />ATTIC <br />Q <br />1 <br />LOFT <br />1 <br />1 <br />H <br />H , <br />«0 • <br />h <br />H DRAIN <br />4. <br />H <br />H � • <br />/ •. <br />H <br />11LL <br />HEAD <br />00 <br />��[] <br />• <br />- <br />-BEDROOM #6 <br />II 'INN <br />•� <br />1 <br />' <br />w <br />w <br />H <br />• <br />N <br />w ; -- <br />•� • �•OWNERS <br />SUITEH <br />• • �� • <br />1 1 <br />M <br />H <br />�~ <br />� <br />�u� • �♦ esiiililiiiiii : : !iiiTulTiT <br />• HEADER <br />M <br />H <br />T8" <br />EkT HD AT <br />y <br />2ND FLOOR <br />H <br />r <br />WINDOWS <br />WALL <br />• <br />� <br />h <br />MMSTA36 <br />STRAPSH <br />TO FLOOR <br />TRUSS BELOW <br />�► <br />—_ <br />SH 25 SH 25 <br />HD AT <br />EGRESS <br />161-1011 <br />CANTILEVER <br />30'-0" <br />SECOND FLOOR PLAN - ELEVATION B <br />1 /411 = 1 1-011 <br />INSULATION REQ: <br />LOCATION <br />R-VALUE / TYPE <br />EXT CONC WALL <br />R-4.1 HIGH PERM <br />EXT FRAME 2X4 <br />R-11 / R-13 KRAFT FACED <br />EXT FRAME 2X6 <br />R-19 KRAFT FACED <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE <br />GARAGE SEPARATION <br />(GARAGE / LIVING) <br />R-11 / R-13 KRAFT FACED <br />4" <br />C0 <br />LO <br />N�� <br />w <br />Xw <br />M <br />N <br />w <br />UQ0 <br />pw <br />-4" <br />0 <br />N <br />CD <br />c� <br />LO <br />T <br />0 <br />o) <br />-2-PLY BUC W/ (2) <br />MSTA36 STRAPS <br />TO FLOOR <br />TRUSS BELOW <br />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE - ALIGN EXT. <br />FACE OF SHEATHING W/ <br />EXT. FACE OF CMU BELOW <br />2X3 #2 SYP P.T. BASE PLATE <br />SET TIGHT TO SHEATHING <br />W/ 1/2" EPDXY ANCHOR OR <br />1/2" J BOLT W/ MIN. 7" <br />EMBEDMENT AT 32" O.C. <br />AND 6" FROM EACH END <br />8" KNOCKOUT COURSE <br />W/ (1) #5 CONT. <br />SEE FOUNDATION PLAN <br />FOR FILLED CELL <br />SPACING. <br />GENERAL NOTES: <br />ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL <br />FIN AWAY FROM WINDOW FRAME. <br />VERIFY ALL WINDOW AND DOOR ROUGH OPENING <br />SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. <br />INSTALL RND DRYWALL BEADS AT HORIZ & VERT <br />CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS <br />NOTED. <br />USE SQUARE CORNER BEAD AT DRYWALL NICHES & <br />REC CLG DETAILS; REC CLG SURFACES SHALL HAVE <br />SMOOTH FINISH. <br />LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND <br />THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER <br />CODE. <br />ALL ANGLED WALLS TO BE 450 UNLESS NOTED <br />OTHERWISE <br />THE GARAGE IS TO BE SEPARATED FROM ADJACENT <br />LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD <br />AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" <br />THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) <br />APPLIED TO THE GARAGE SIDE. <br />TOWEL BAR - (T.B.) = 56" A.F.F. <br />TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK <br />TOILET PAPER DISP. - (T.P.) = 20" A.F.F. <br />ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. <br />ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. <br />CORNER SHELF = 56" A.F.F. <br />MEDICINE CABINET - (M.C.) = 75" TO TOP OF <br />CABINET A.F.F. <br />WALL LEGEND: <br />ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR <br />RESISTANT COMPONENTS. <br />8" CMU W/ 1X3 PT FURRING STRIP R <br />4.1 HIGH PERM,1/2" GYP <br />8" CMU <br />2x4 INSULATED EXTERIOR STUD W/ 1/2" <br />GYP ON INTERIOR SIDE. LINO <br />NON -BEARING 2X4 STUD W/ 1/2" GYP. <br />UNO <br />BEARING WALL 2X4 16" O.C. W/ 1/2" <br />GYP. UNO <br />13 = FILLED CELL W/(1) #5 VERTICAL <br />® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB <br />= FILLED CELL W/(2) #5 VERTICAL <br />C = FILL CELL TO ONE COURSE,ABV PIPE (NO REBAR) <br />SQUARE FOOTAGE: <br />AREA <br />PROPOSED <br />FIRST FLOOR LIVING <br />SECOND FLOOR LIVING <br />1110 <br />1470 <br />TOTAL LIVING SQ FT 2580 <br />ENTRY <br />GARAGE <br />33 <br />403 <br />TOTAL SQ FT 3016 <br />STAIR DATA <br />STAIR <br />MARK <br />RISERS <br />TREADS <br />LANDINGS <br />TOTAL RISE <br />A <br />17 AT 7 3/32" <br />15 AT 10" <br />1 <br />10'-0 3/4" <br />TREADS WITH 1" NOSING <br />3 WALL SPLICE DETAIL <br />N.T.S. <br />ALLOWABLE WIND SPEED DESIGN PRESSURE <br />(140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, <br />Exposure C, Height=30 ft, Importance Factor=1.0, End <br />Zone= 4 ft) <br />As per Florida Building Code 7th edition (2020), <br />Residential Table R301.2 (4) (Wind Speed Conversions) <br />and ASCE 7-10 Methods <br />WALL <br />TRIBUTARY <br />AREA (ft)2 <br />INTERIOR <br />END <br />10 <br />39.4 <br />-42.1 <br />39.4 <br />-51.8 <br />20 <br />37.6 <br />-40.5 <br />37.6 <br />-48.6 <br />50 <br />35.2 <br />-37.3 <br />35.2 <br />-43.7 <br />100 <br />33.4 <br />-35.6 <br />33.4 <br />-40.5 <br />GARAGED <br />30.0 <br />-33.9 <br />30.0 <br />-33.9 <br />2X8 SYP STUDS SET TIGHT TO <br />SHEATHING AT 12" O.C. W/ (2) <br />SIMPSON MSTAM36 STRAP <br />EACH STUD�(1)D STRAP EACH <br />C SIDE) CENT RREE <br />NAIL AND 8) 1/4" 3 <br />X 2-1 4" <br />TITENS INTO GROUT FILLED <br />CMU - STRAPS TO BE <br />ATTACHED DIRECTLY TO CMU <br />* CENTER OF STRAP AT <br />T/WALL TYP. U.N.O. <br />SEE PLAN <br />w <br />0 <br />z <br />w <br />w <br />U) <br />NOTE: <br />1. GROUT TOP (2) COURSES SOLID <br />2. MAX. WALL HEIGHT 20'-0" AT 140C <br />WIND PRESSURE. IF CONDITIONS <br />ARE EXCEEDED, CONTACT E.O.R. <br />fA N1� k <br />I <br />M <br />A <br />$x6 Y <br />s <br />s _LO <br />AR- <br />° . <br />LU <br />0 <br />w <br />0 <br />z <br />Q <br />>LO <br />E <br />C!O <br />70 <br />A� E <br />Y/ > 2 o <br />_O <br />._ <br />.0 U <br />LU Q N <br />^N <br />W <br />L 00 E ri <br />a ) <br />ww <br />�we uw wO <br />OQ <br />_O <br />¢ ��ILLO QOON Q�� �LL_awww0zOw00Mzz <br />0n <br />O <br />O <br />Z <br />C Cnwww 0�<� J <br />IL <br />¢ O w Z w Z O U 0 <br />U_ <br />Q Ow �_�� �Lu <br />Y. OQ C)� OQQ� <br />LL H V— <br />O <br />CN <br />Z W <br />O F- <br />>u o <br />C O <br /><U)M� <br />G F� <br />QWQU? <br />w o- M <br />r <br />Q oo <br />Z V I•- <br />W <br />_I O <br />O <br />Mj <br />I <br />I <br />I <br />w <br />l+ <br />I <br />I <br />I <br />I <br />I <br />C) <br />C) <br />C9 <br />C)N <br />N <br />N <br />N <br />00o <br />coM <br />o <br />C)ti <br />.�— <br />O <br />e— <br />N <br />O <br />O <br />O <br />O <br />O <br />i <br />' <br />Z <br />U) <br />'^ <br />w <br />O <br />o <br />0 <br />0 <br />0 <br />, <br />V <br />CO <br />♦�1 <br />Zz <br />Q <br />O <br />zw <br />♦� <br />O <br />W <br />W O O <br />U m <br />Lo <br />-0U <br />O <br />gro <br />Q <br />Z <br />' CL <br />Q <br />= <br />w <br />Ln <br />F-�_o <br />N <br />CL <br />zzo= <br />. . <br />W <br />m <br /><I—D <br />M <br />Q <br />O <br />zwo <br />z <br />Uaz <br />Z <br />�� <br />U <br />� <br />O <br />0 <br />n.. <br />W <br />z <br />z <br />w <br />W <br />J <br />~ <br />L� <br />0 <br />O_o <br />LAST PLOT DATE <br />" <br />■ ■ <br />March 29, 2022 <br />zo <br />J <br />j <br />1ST & 2ND FLOOR <br />PLAN B <br />
The URL can be used to link to this page
Your browser does not support the video tag.