My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
6513 Back Forty Lp
Zephyrhills
>
Building Department
>
Building Plans
>
6513 Back Forty Lp
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/20/2025 10:08:39 PM
Creation date
2/25/2025 9:46:18 AM
Metadata
Fields
Template:
Building Plans
Street #
6513
Location
Back Forty Lp
Contractor
Lennar Homes LLC
Building Plans - Permit #
6701
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
30'-0" <br />6'-9" <br />3-1/2" <br />SH 25 <br />HID AT 6'-8" <br />EGRESS <br />5068 SGD <br />cD <br />H.B. \ � ij � 2868 <br />ti ti <br />� J <br />\ N <br />\\ N Lq <br />OWNER'S SUITE <br />\ co 15'-8" X 1 V-11" <br />0 8'-0" CLG <br />S3 <br />60 <br />\�yA <br />12'-7 5/8" \ 6 4' 3'-9 1/2" 6-0 5/8" <br />GREAT ROOM <br />14'-4" X 12'-6" \ <br />VAULTED <br />2868 <br />2.5/12 VAULT. — — — 2868 <br />CLG 12" DP O. BATHaL <br />(5) SH M 8'-0" CLG N <br />W.I.0 A TP N <br />" ' 8-0CLG <br />N U) 36" x 60" TB <br />00 SHOWER PAN <br />M DRAIN <br />bo LO DINING � SHW HD <br />M C° co <br />10'-0" X 12'-6" m & VALVE <br />Q VAULTED - N <br />R & S N d o <br />ono o00 <br />N � <br />a- X: <br />00 <br />00 CD <br />o� I <br />N N C% I 7'-3 1/2" 4'-2 5/8" <br />CPT. I w v <br />N TILE M co <br />ii u ( coo T <br />4 " LO BEDROOM #3 <br />KITCHEN ° z I N 11'-11, X 10'-11, <br />12'-6" X 13'-6" ii< 8-0" CLG <br />VAULTED ii i1 0 Q Ln N �- <br />w0 <br />j o W Z0 � <br />C oo� <br />2.5/12 i� c° © N w <br />VAULT. ---- 3 Q W <br />CLG Y 00 o w <br />2'-3 1/2" "' 11 '-6 1 /8" _ <br />DW <br />--- 2668 Cn <br />co 41_6" 21_011 _ to <br />N <br />4'-5 1 /4" 7'-11 1/2" co 3'-9 3/8" '-3 1 /2" 2668 _ 10'-3 1 /8" b? U <br />00 °O `Q io C r <br />M8'-0" CLG Cl) Q W <br />REF �6�� o W <br />N _ <br />N N BEDROOM #2 <br />5 SH 9'-1011 X 11'-111 <br />2" DP (5 co m 8'-0" CLG <br />H TB TP N _ <br />BATH #2 L <br />2'-9 1/2" 3'-2 3/4" 8'-0" CLG M <br />W _ <br />1 I v <br />M O I <br />o= <br />2.5/12 _ <br />VAULT. INSULATED <br />CLG = / ~o WALL <br />¢ — <br />20 MIN. L - - - <br />00 <br />AHU PLATFORM M RATED <br />DOOR W/ <br />' LAUNDY WEATHER 22-1/2" x 54° PROTECTIVE <br />8'-0" CLG STRIP ATTIC ACCESS <br />FOYER- K BOLLARD <br />4'-4" X 12'-8" d' ���� <br />VAULTED S3LO SHELVES IN <br />7LAUNDRY AT <br />—60" A.F.F. N <br />m <br />DRYER <br />O VENT <br />o I �3;-'l `Y)DWHANSEN <br />o M /2" BOX <br />1'-0' I 3'-$, 4" PADDED TWO CAR GARAGE <br />o — — — FRAME WALL 8'-0" CLG <br />12x12 CMU PORCH SH 1/2 33 <br />COLUMN VAULTED CLG HD AT 6'-8" <br />LINE OF GARAGE IN <br />-0' 3'-8" 2'-0" 4'-0" OPEN POSITION <br />I I <br />4'-8" 6'-0" <br />I <br />I I <br />I I <br />I <br />16070 I H.B. <br />1'-8" 16'-0" V-8" <br />10'-8" 19'-4" <br />30'-0" <br />FLOOR PLAN (ELEV A) <br />1 /4" = 1'-0" <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 SIZES <br />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 />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.)* = 42" A.F.F. OR U.N.O. <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 CABINET A.F.F, <br />*PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR <br />T.B. AND T.P. <br />WALL LEGEND: <br />ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR <br />RESISTANT COMPONENTS. <br />8" CMU W/ 1X3 PT FURRING STRIP <br />3/4" INSUL BOARD 1/2" GYP <br />8" CMU <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 />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: ELEV A <br />AREA <br />PROPOSED <br />FIRST FLOOR LIVING <br />1448 <br />TOTAL LIVING SQ FT 1448 <br />ENTRY <br />19 <br />GARAGE <br />387 <br />TOTAL SQ FT 1854 <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 BAFFLES AT EAVE) <br />GARAGE SEPARATION <br />R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />JUL 14 2023 <br />Virtual Review Assist, Inc. <br />Plans Review completed and approved <br />for compliance with the 2020 FDC 7th Edition <br />by Debra Anne Klahr PX2300 <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 />M <br />N <br />O <br />N <br />00 <br />LO <br />0 <br />R <br />M <br />f' <br />4 <br />,fj <br />¢ <br />z <br />0 <br />z <br />¢ <br />V) <br />N <br />W <br />L U <br />N <br />(") <br />M <br />A� 0s t p <br />2 o <br />-2 <br />rnrn o 0 <br />V! O W 1 N Q <br />� N <br />C W <br />LN <br />70 <br />L co E co <br />0 "°a <br />W <br />� W <br />ow wpE- <br />I—Q of=¢� zX <br />�O=� J¢p¢�<E 0��0 <br />z <br />Q <br />C(n0§Oz"'0 oomzz <br />O Z <br />Uwaw-wwwv)Xc <br />QF-QpWQozwZO0oa <br />11 <br />0w gi gYz¢¢ <br />OX �¢ Q <br />¢ <br />wQ 0 �Qw <br />O <br />O <br />z N <br />0w <br />> (n O <br />z <br />�1.-.7(MO <br />�( Ln <br />CL (/) <br />2U)L L_ti <br />< LLJ < Lq <br />F- <br />z <br />_M <br />z00 <br />v� <br />W <br />W <br />J O <br />J <br />I <br />I <br />I <br />1 <br />O <br />0 <br />L <br />o <br />N <br />0 <br />N <br />0 <br />t <br />N <br />C/ <br />O <br />C)•-- <br />O <br />N <br />CDi <br />' <br />N <br />O <br />1 <br />i <br />1 <br />I <br />' <br />z <br />O <br />N <br />W <br />o® <br />O <br />O <br />I <br />I <br />Lo <br />o <br />� <br />N <br />,M <br />� <br />Lo <br />M� <br />'^ <br />}F- <br />Zz <br />W V, <br />C)¢ <br />zU) <br />O <br />W <br />U <br />ZZ <br />w0_0 <br />UV� <br />O <br />Z)zj <br />Oro <br />z <br />(Lira <br />Q <br />C) <br />F_ <br />w=¢ <br />� <br />mew <br />ono <br />z O = <br />W <br />F-Z) <br />ZWO <br />O <br />z LL <br />z <br />�z <br />Q <br />F� <br />pU <br />ow <br />z <br />¢ <br />z <br />Z <br />W <br />WCD <br />O <br />N <br />O <br />LAST PLOT DATE <br />• <br />May 8, 2023 <br />z - 0 <br />FLOOR PLAN A <br />
The URL can be used to link to this page
Your browser does not support the video tag.