My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
6429 Ten Acre Ct
Zephyrhills
>
Building Department
>
Building Plans
>
6429 Ten Acre Ct
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/24/2025 5:31:07 PM
Creation date
2/19/2025 2:08:35 PM
Metadata
Fields
Template:
Building Plans
Street #
6429
Location
Ten Acre Ct
Contractor
Lennar Home
Building Plans - Permit #
5280
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
28
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 />13'-9" 6'-4" <br />3-1 2" <br />SH 25 <br />HD AT 6'-8" <br />EGRESS 7t, <br />/ C7 5068 SGD <br />2868 L U � / H.B. <br />ti ti <br />i <br />N / <br />OWNER'S SUITE _ N / <br />15'-8" X 11'-11" ao / <br />8'-0" CLG r / <br />o / <br />o�/I / GREA T�ROOM <br />14'Al� VAULTED <br />A/ / <br />6'-0 5/8" X-9 1/2' 6'-3" / 12'-7 5/8" <br />0 2868 N � — — — 2.5/12 VAULT. <br />' O. BATH ; N 12" DP I CLG <br />N 8'-0" CLG (5) SH <br />f-ITP <br />W.I.0 I <br />8'-0" CLG iv <br />TB 36" x 60" I cn r <br />SHOWER I ors Co <br />PAN Orb <br />DRAIN DINING CP <br />10'-0" X 12'-6" M <br />SHW HD m <br />& VALVE I VAULTED �zo <br />ZN — -j fn Q <br />R&S = <br />u- - <br />a= m N <br />o� c <br />4'-2 5/8" 7'-3 1/2" I LL N 00 <br />(V <br />m I CPT. <br />CooI C L2'-O"4 <br />ILE <br />N z. NBEDROOM #3 I � '-6"118'- X 10'-1"v I C N N v) 0 D8'-0" CLG rN Q (w90 o z0o U Z=_ i' -ow`NCOw 30 <� F c� 0-12r`- -LT.c= (9 ao Yw1 V-6 1/8" `'2'-3 1/2"DW;i, 2668 6 <br />co U 10'-3 1 /8" - 2668 '-3 1/2" 3'-9 3/8" co7'-11 1/2" 4'-5 1 /4" <br />N O U) <br />Q " 8'-0" CLG <br />ow 668 REF <br />_ (V <br />BEDROOM #2 N N <br />9'-10" X 11'-1" 5 SH - <br />8'-0" CLG rrr�W-1 MR ,� <br />H.B. <br />_( I ao TP TB ° 1 H <br />►� I BATH #2 IFA —m I U N 8'-0" CLG 3'-2 3/4" 2'-9 1 /2" 00 v <br />otS O M <br />� N <br />I ih <br />N I O M O � <br />o• <br />r INSULATED 2.5/12 <br />PROTECTIVE -°�° VAULT. <br />W/H BOLLARD I — — — — <br />I WALL � / \ CLG <br />L J <br />'j� 20 MIN. RATED r� 00 <br />J DOOR W/ AHU PLATFORM WEATHER <br />22-1/2" x 54" <br />ATTIC ACCESS STRIP $ oUN�G FOYER' <br />K - WE. <br />Oro 4'-4" X 12'-8" <br />S3 ��� `L VAULTED <br />SHELVES IN to <br />LAUNDRY AT r- <br />HANSEN co <br />BOX <br />DRYER D W <br />VENT3-1 <br />3" <br />4" PADDED <br />FRAME WALL <br />SH 1/2 33 <br />HD AT6'-8" <br />_____________________ <br />I LINE OF GARAGE IN I I <br />OPEN POSITION I 1'-8" 4'-4" <br />I I I <br />I I 6,4„ 4'-8„ <br />I I I <br />I PORCH <br />8'-0" CLG <br />II------- <br />16070 1 1 1 <br />1'-8" L 16'-0" V-8" 2'-0" 6'-8" 2'-0" <br />T #1 11 <br />19'-4" 10'-8" <br />30'-0" <br />FLOOR PLAN (ELEV B <br />1 /4" = 1'-0'1 <br />0 <br />N <br />Ln <br />N <br />N <br />0 <br />v <br />a0 <br />zo <br />v <br />P. <br />0 <br />i <br />to <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 8 EXHAUST STACKS BEYOND <br />THE FRONT ELEV ROOF FRIDGES, 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 2X STUD W/ 1/2" GYP. <br />BEARING WALL 2X 16" O.C. <br />W/ 1/2" GYP. <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 />O = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) <br />SQUARE FOOTAGE: ELEV B <br />AREA <br />PROPOSED <br />FIRST FLOOR LIVING <br />1448 <br />TOTAL LIVING SQ FT 1448 <br />ENTRY <br />93 <br />GARAGE <br />387 <br />TOTAL SQ FT 1928 <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 />AUG 2 0 2022 <br />VIRTUAL REY1tW nssls r�.,ri gi 10. <br />Virtual Review R�:- Fen an app,ro`ved <br />Plans Review c0'1'r <br />compliance with the 2.U2 r PX2300 <br />forDebra An <br />Klah <br />Edition by <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 />GARAGE DR <br />30.0 <br />-33.9 <br />30.0 <br />-33.9 <br />N <br />N <br />O <br />d1> , <br />£;' <br />YwvJp <br />Ln <br />Go <br />LO <br />o <br />Q <br />�. <br />r•5��h.�+£tom{~� <br />A 15905 <br />w <br />, <br />T <br />�CY� <br />- - <br />Q <br />^1 <br />" E <br />0`' <br />W L o <br />C) d <br />_ <br />N � <br />c r 0 <br />O 2 8 <br />},L o <br />��6s <br />t <br />.^N`` <br />w Q: <br />7W <br />V <br />L �o �� C <br />^ a a <br />W <br />U <br />oLLIw vi wow <br />1- ~ _j (r z <br />[r<'0p2_jO <br />X <br />Q Q <br />I- <br />U <br />F-. <br />Qwom <br />:3 _j <br />DUO zLLO Z� _JOF-¢¢ <br />Cy(40 zO�00mzZ <br />U <br />�yy <br />V O <br />fA 0 <br />O <br />Z <br />JU' a�ZYe ZZLLOWOWa <br />¢�WOgHF-gwp2U0Q <br />0M D oQZ <br />LLQ O �QLL <br />i <br />O <br />Z CN <br />O <br />>(U)o <br />f��cMO <br />Q M� <br />�U)L.L� <br />W tf <br />F— Of fl M <br />WC00 <br />Z U <br />Z ?� <br />W <br />WO <br />J O <br />(0 <br />I <br />' <br />I <br />I <br />I <br />I <br />I <br />' <br />I <br />O <br />N <br />No <br />N <br />r <br />0 <br />N <br />fh <br />0 <br />N <br />r <br />C,o <br />O <br />I <br />: <br />' <br />I <br />' <br />z <br />U) <br />O <br />C)I <br />N <br />�M <br />00 <br />Z~ <br />� <br />Qz <br />C)zw <br />�1--+ <br />♦"' <br />O <br />W <br />U <br />W O O <br />UUU <br />p <br />OF-o <br />'� <br />Z <br />awa <br />0 <br />F_ <br />w=Q <br />F- <br />O <br />zOJZ <br />to <br />. <br />N <br />O <br />zwo <br />C)zQ <br />z u` <br />az <br />31U <br />Z <br />F— <br />0 <br />p <br />a <br />ofC) <br />Z <br />Z <br />o <br />O <br />LAST PLOT DATE <br />z <br />J <br />FLOOR PLAN B <br />
The URL can be used to link to this page
Your browser does not support the video tag.