My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
6312 Beverly Hills Dr
Zephyrhills
>
Building Department
>
Building Plans
>
6312 Beverly Hills Dr
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/20/2025 10:35:59 PM
Creation date
2/18/2025 4:30:35 PM
Metadata
Fields
Template:
Building Plans
Street #
6312
Location
Beverly Hills Dr
Contractor
Lennar Homes
Building Plans - Permit #
4823
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
- — -- -- - -- - — -1 I I I_ _ I <br />30'-0" <br />OVERALL <br />14'-4" 10'-4" 5'-4" #dI 30'-0" <br />42"X42" AC PAD, <br />S2'-10" 24'-4" <br />SEE SHEET SN1 <br />FOR AC UNIT <br />HOLD DOWN 3 1/2" <br />2'-0" <br />SH 25 SH 25 <br />Co 00 HD AT 6'-8" HD AT T-3" <br />ti 1- EGRESS • HB EGRESS <br /><V <br />N <br />N <br />J <br />J <br />0? <br />LOj <br />O <br />o <br />�=C? v <br />mbo <br />w <br />P: J <br />TIE BEAM v <br />AT 8'-8" <br />mbo <br />w <br />FQ <br />7 5/8" <br />5068 SGD <br />7 <br />00 <br />GREAT <br />ROOM <br />o <br />BEDROOM #2 <br />Co <br />- <br />8 8 CLG <br />10'-0" X 12'-4" <br />8'-8" CLG <br />v <br />10 <br />16'-01/4' <br />6'-101/2" <br />5'-0" <br />(2) 2068 BF <br />6" WALL <br />(3) STUD 44 <br />COLUMN <br />BELOW—, <br />R & S <br />12'-10 5/8" <br />11 9'-2 1 /4" <br />3'-7" 2' 2" <br />In <br />M <br />2X4 KNEE <br />WALL, TOP <br />u ;I AT 34 1/2" <br />H KITCHEN <br />O <br />u u W 8'-8" CLG = <br />° <br />0 w <br />BATH <br />0 co <br />p C9 <br />8'-8" CLG <br />DINING ROOM <br />i' ° C Z LD m <br />o0 <br />TP <br />8'-8" CLG <br />9 <br />ii H o RANGE <br />bo <br />W/ HOOD <br />C <br />u u�---- <br />uu <br />u lil <br />TB <br />u ul - <br />II 9� M <br />i <br />2'-3 1/2"' <br />7 5/8" 0 <br />6" WALL <br />8'-8 1/2" <br />06,1p <br />3'-4 1/2" <br />6'-3 1/2" <br />�) <br />'-3 7/8' <br />5'-3 3/4" <br />PLUMBIN <br />C� <br />PANTRY 51/8" <br />1 <br />STACK WALL <br />iv <br />6'-7" REF <br />B.U.C. <br />' <br />4 16' <br />N <br />S/H <br />- ----- <br />G <br />4" INSULATED <br />BRG WALL <br />- ----- <br />S3 <br />STUD <br />PROTECTIVE <br />(3) <br />BELOW <br />BOLLARD <br />coCOLUMN <br />CI <br />20 MIN FIRE RATED <br />- ----- <br />bo <br />DOOR W/ WEATHER <br />STRIP <br />(2) 2x8 <br />00 <br />HEADER <br />g <br />SEE Q/S4 <br />TWO CAR GARAGE <br />18'-9" X 20'-0" <br />4" INSULATED <br />---- <br />BRIG WALL <br />7 <br />00 <br />N <br />FOYER <br />----6 <br />M 8'-8" CLG <br />5 <br />CC o <br />----4 <br />S3 N <br />__________ <br />___LINE OFGARAGE IN <br />OPEN POSTION <br />00 <br />p` CO = <br />00 <br />SEE DETAIL D/S3 <br />P n <br />FOR FRAME WALL TO <br />CMU CONNECTIONS <br />SH 1/2 <br />HD AT 6' <br />3 1 <br />" <br />TEMP.G <br />� <br />TIE BEAM TIE BEAM <br />1'-4" 4'-7" <br />4'-1" <br />AT 8'-8" AT 8'-8" <br />$ 8 <br />CLG <br />16070 <br />— — — — — <br />— — — <br />LINE OF STRUCTURE <br />ABOVE <br />17 <br />-4 <br />4' 0" <br />2'-0l' 3'-4„ <br />21_0" 18'-8" <br />30'-0" <br />FIRST FLOOR PLAN - ELEVATION B <br />1 /4" = 1'-0" <br />7 5/8" <br />?x8 <br />DEADER <br />3EE Q/Sj co <br />i <br />v <br />_(4) DP SH N <br />ti <br />M <br />O - L� <br />N <br />LO 00 <br />N - Q <br />LO co <br />7 5/8" LO m <br />00 <br />1B <br />TIE BEAM <br />AT 8'-8" <br />�bo <br />w <br />0 <br />8" EXT <br />FRAME <br />WALL <br />2'-10" <br />(2)2X6 HEADER <br />SEE M/S6 - TYP. <br />2ND FLOOR SH 25 <br />WINDOWS D AT <br />�,. EGRESS <br />!jtitlt� : :►itiTititi?ititititititititltltl`diti?itiTitiTiTiti <br />iT1TiT1TiTiT1Ti <br />tltiTitifitlt <br />itititi?iT1T3TiTiTiTiTiTiTiT.ttititititititi?iTitititltl?i1 <br />=' <br />�: ititit� <br />H <br />x <br />- <br />-BEDROOM <br />BEDROOM• <br />;O <br />;, CLG <br />- <br />Eo <br />1 <br />N_ <br />7r- <br />co• <br />_ _ <br />N <br />.- •.•IC <br />,. <br />CO <br />• <br />LOFT <br />M <br />r <br />� <br />H <br />r <br />or <br />H � <br />36" LOW <br />WALLH <br />r <br />— <br />F DRAIN <br />H <br />.. <br />F <br />11 HEAD : <br />Co <br />VALVE <br />«I �� <br />•• • <br />, <br />of 4 <br />or <br />0. - <br />•• <br />F <br />O <br />ti <br />OWNERS <br />Ti <br />• • • • • a------TiTiTi: :�1t1Tu:lTlt« <br />• HEADER <br />T8" <br />. <br />«I <br />EXT HD AT T-3" <br />2ND FLOOR <br />HI <br />FRAME <br />WINDOWS <br />H <br />MSTA36 <br />» <br />• <br />O FLOORTRUSS <br />"•1T1111111T17 <br />: : lTli1T171T1TiTr <br />BELOW <br />.I <br />�ZiTiTltiti:: <br />:: �tifiti?itititi?itltltJ: =: 11TiT1f1Ti <br />--SH 25 <br />HD. .A <br />EGRESS <br />` AUG 2 <br />s� <br />i ,t. :h <br />Eglml ,)y %4_300 <br />,SECOND FLOOR PLAN - ELEVATION B <br />4" <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 />0 <br />N <br />M� <br />w <br />Mw <br />-4" <br />O <br />CM <br />LO <br />-2-PLY BUC W/ (2) <br />MSTA36 STRAPS <br />TO FLOOR <br />TRUSS BELOW <br />1 /4" = 1 '-0" <br />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE - ALIGN EXT. <br />FACE OF SHEATHING W/ <br />EXT. FACE OF CMU BELOW <br />2X8 #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 45' 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.) = <br />56" A.F.F. <br />TOWEL BAR ABV. TUB DECK = <br />36" ABV. TUB DECK <br />TOILET PAPER DISP. - (T.P.) = <br />20" A.F.F. <br />ROD AND SHELF (SGL)- (R/S) = <br />60" A.F.F. <br />ROD AND SHELF (DBL)- (R/S) = <br />40" & 80" A.F.F. <br />CORNER SHELF = <br />56" A.F.F. <br />MEDICINE CABINET - (M.C.) = <br />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 />LINO <br />BEARING WALL 2X4 16" O.C. W/ 1/2" <br />GYP. UNO <br />p = 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�(1DSTRAP 3 SIDE) CENT �� ) 10d <br />NAILS AND (8) 1/4" 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 />O <br />z <br />w <br />w <br />co <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 />- -e.... <br />N <br />O <br />- <br />N <br />N_ <br />A <br />� <br />\ :s L L <br />a <br />w <br />0 <br />z <br />Q <br />(D LO E <br />CD <br />W 10 U <br />n ce) N <br />rt� <br />coo(n U -0 �° 2 M <br />C} 5 0 u o <br />�.� O11g Q <br />t u <br />.N <br />C- N C <br />00 E <br />o <br />� FC-) a a <br />LIJLLI <br />�LLI uj w0� <br />w P w J w 2 1.-0 <br />�0j�_JQOa�¢Ix y <br />LL00L_j0 <br />Q V <br />0wXX0z0=00MC) <br />0Z�U <br />U)waw-WwjU5wOfQo>_� <br />O 0 <br />O Z <br />U` > <br />LLIU <br />Q 0 w Q V5Z W Z� <br />U 0 a <br />LL <br />Q< <br />0w �I-H �Y23 <br />O Er 00 Q Z w <br />Q <br />Q <br />LL a 0 �- LL <br />« <br />O <br />Z 04 <br />LU <br />O� <br />> U) q <br />0 � �M O <br />J <br />2 U) <br />tM <br />Z U <br />Z <br />W <br />JC:) <br />O <br />'Cr <br />I <br />I <br />I <br />l <br />I <br />I <br />I <br />N <br />N <br />0 <br />N <br />N <br />N <br />o�000 <br />NCl <br />N <br />N <br />N <br />N <br />N <br />� <br />M <br />M <br />Co <br />C)O <br />0 <br />O <br />� <br />N <br />O <br />N <br />O <br />' <br />' <br />Z <br />O <br />wo <br />> <br />c- <br />0 <br />N <br />0 <br />M <br />0 <br />0 <br />lf')00 <br />I <br />QZ <br />C)w <br />_ <br />W <br />z(j) <br />ozz <br />O <br />V <br />00 <br />UVV5 <br />LO <br />nz5; <br />g wo <br />Z <br />a_a <br />� <br />Q <br />T"I <br />I— <br />LU <br />Sri <br />= <br />= <br />m Hw <br />2 <br />N <br />W <br />zoo <br />w <br />0- <br /><:) <br />� <br />N <br />Q <br />O <br />zX0 <br />Z <br />Uaz <br />LL <br />mz <br />U <br />Q <br />p <br />_o <br />W <br />'t <br />z <br />Z <br />W <br />J <br />a <br />(V <br />LAST PLOT DATE <br />o <br />" <br />April 25, 2022 <br />Z4_0 <br />0 <br />1 ST & 2ND FLOOR <br />PLAN B <br />
The URL can be used to link to this page
Your browser does not support the video tag.