My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
3059 Kinsterbrooke Ln
Zephyrhills
>
Building Department
>
Building Plans
>
3059 Kinsterbrooke Ln
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/4/2025 8:41:54 AM
Creation date
2/25/2025 4:09:32 PM
Metadata
Fields
Template:
Building Plans
Street #
3059
Location
Kinsterbrooke Ln
Contractor
Lennar Homes
Building Plans - Permit #
19699
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
24
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
0 <br />N <br />v <br />CO <br />F_ <br />M <br />N <br />7 <br />30'-0" 09 <br />64" 14'4" 10'-0" <br />NOTE: LINE OF ROOF <br />ABOVE <br />SEE SHEET S-11,12 '1873' <br />9 FOR LINTEL CALLOUTS & <br />rHD <br />DETAILS <br />LOSH 35 <br />HB ' - _ AT 7'-4" 'FA <br />00 <br />M <br />0 <br />4'-8" <br />LIVING ROOM <br />17'-11" X 13'-3" <br />8'-8" CLG <br />X-8" 5-11" <br />I <br />I <br />I 2X4 KNEE <br />WALL, TOP <br />AT 34 1/2" <br />N <br />�r- co <br />N 1 <br />co <br />X: o Q I <br />I <br />° � 1 <br />I <br />0 <br />N I <br />p - <br />'� o <br />N 1 <br />FLR TB <br />LINE <br />v <br />LINE OF <br />H. <br />HIGF <br />FOYER "' f <br />N 1 2 1 <br />❑A 1 <br />ion <br />coH 1/2 34 <br />o <br />AT 7'-4" <br />v g' M T P.GLAS� <br />v M 2,-9" <br />0 1_2" SOFFIT ABV <br />p <br />ENTRY <br />7'-8" <br />AT V-8" <br />�bo <br />m00 <br />w <br />�Q <br />KITCHEN <br />14'-1" X 9'-6" <br />8'-8" CLG <br />6" PLUMBING <br />STACK WALL <br />N16 <br />20 MIN FIRE <br />RATED DOOR- <br />4" INSULATED <br />BRG WALL <br />5068 SGD <br />DINING ROOM p <br />12 -0 X 9 -5 <br />8'-8" CLG <br />4"7 5/8" <br />6'-9" 6 3'-1" y1'-11" 1. 2'-4 3/4" <br />FLR LINE RANGE <br />4" INSULATED <br />BRG WALL <br />S3 <br />TWO CAR GARAGE <br />20'-l" X 20'-0" <br />2068 <br />PANTRY <br />(4) 16" <br />bP SH <br />W/H <br />PROTECTIVE <br />BOLLARD <br />LINE OF OPEN PO T ON GARAGE IN <br />16070 <br />-------------------- <br />2'-8" � 16'-0" <br />21'-4" <br />30'-0" <br />FIRST FLOOR PLAN - ELEVATION Al <br />1 /4" = 1'-0„ <br />2'-8" <br />J <br />o <br />AT 18'-0" <br />a <br />_A <br />Hzo <br />Q <br />0 <br />N <br />v <br />NOTE: <br />PROVIDE R-11 F.G. INSULATION IN EXTERIOR WALLS, <br />INCLUDING BEHIND RIM JOIST IN FLOOR ASSEMBLY <br />PROVIDE R-11 F.G. INSULATION IN WALLS ADJACENT <br />TO ATTIC SPACE <br />NOTE: <br />1. SEE SHEET S-11 , S12'1873' FOR LINTEL <br />CALLOUTS & DETAILS <br />2. ALL EXTERIOR HDRS AT OPENINGS ARE (2) 2XVS <br />9 UNLESS NOTED OTHERWISE <br />A7 <br />30'-0" <br />LINE OF <br />ROOF <br />BELOW — <br />4'-5" <br />25'-7" <br />DRAIN — <br />SH 25 <br />I <br />HD AT 7'-2" <br />I SHWR HD <br />EGRESS <br />I & VALVE - <br />M <br />(416" <br />S <br />_ <br />1 <br />SHT5&-8 <br />2068 BF0MASTE5'-7/8" <br />N <br />I <br />LINE <br />LINE <br />g <br />Q <br />A7 <br />MASTER SUITEo <br />C Co <br />E <br />I <br />14'-7" 12'-8" <br />N <br />T <br />�X <br />8-0 CLG <br />O <br />:Br <br />C. cn <br />C <br />I <br />S&R <br />----±j <br />N <br />N <br />I <br />T <br />(2) 2068 BF <br />R& S <br />N <br />N <br />- <br />� <br />I <br />ILOFT <br />CP <br />148'-0, <br />AV <br />' CLG <br />AHU <br />BEDROOM #2 <br />— <br />N <br />A/C RETURN <br />10'-11" X 10'-0" <br />Lp N� <br />UNDER DOOR <br />j <br />8'-0" CLG <br />wQ <br />1 <br />N <br />0 <br />4' <br />ih <br />4'-11 5/8" <br />1 3'-8" <br />4'-10" '-2" <br />2'-11" 11" <br />3'-4" <br />2'-10 1/2" 2'-10 3/8" <br />A <br />W/S AT <br />60" AFF 6" <br />V-3 1/2" 4" <br />4-1 <br />r—22,x36�—� <br />DN <br />---- <br />42" H. <br />6 <br />- <br />- <br />- - -D <br />TILITY <br />2668 <br />ATTIC <br />o� <br />5 <br />FRAME <br />N <br />LOW <br />I <br />6" WALL <br />ACCESS <br />L — — — <br />J <br />T 6" <br />WALL <br />WALL <br />° <br />WALL <br />4 <br />_ - <br />_ _ <br />BATH #2 <br />13 <br />`n <br />42" H <br />8 A7 <br />FLR <br />Q7 <br />SLOPED <br />, <br />----- <br />DRYER <br />LINE <br />A7 <br />i.� <br />W W <br />VENT <br />2668 TB <br />LL <br />1 <br />HANSEN <br />10 <br />BOX <br />2668 <br />R & S <br />- <br />N <br />R&S <br />(2)20686F -- <br />7 ----- <br />n <br />- <br />---- <br />1668 <br />_ <br />- - - <br />- - - <br />(2) 2068 BF <br />OPEN TO <br />6 <br />`" <br />O <br />Co <br />'- <br />BELOW <br />(4) 12" <br />to <br />w <br />36" H. <br />DP SH <br />4 <br />CONT <br />- <br />3 <br />- <br />RAILING <br />1 2 <br />i <br />BEDROOM <br />#4 <br />BEDROOM #3 <br />9'-10" X 9'-11" <br />10'-0" X 11'-1" <br />8'-0" CLG <br />8'-0" CLG <br />Go <br />SH1/2 3 <br />= <br />U3 <br />HD AT 7'- <br />' <br />8" <br />v <br />FRAME <br />WALL <br />- <br />4" SH 25 <br />FRAME HD AT 7'-2" <br />1 WALL EGRESS <br />3'-3" 5'-5" I 4'-1" 10'4" <br />8'-8" 21'-4" <br />30'-0" <br />SECOND FLOOR PLAN - ELEVATION Al <br />1 /4" = 1 1 <br />-0" <br />SH 25 <br />HD AT 7'-2" <br />EGRESS <br />6'-11" <br />4" <br />N n <br />w <br />Cf)o w <br />0 <br />N <br />N <br />0 <br />0 <br />N <br />KA <br />O <br />N <br />v <br />GENERAL NOTES: <br />ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL <br />= w <br />w <br />FIN AWAY FROM WINDOW FRAME. <br />o z <br />Q <br />Q <br />VERIFY ALL WINDOW AND DOOR ROUGH OPENING <br />� a X: <br />i <br />SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. <br />w O w <br />Ow <br />INSTALL RND DRYWALL BEADS AT HORIZ & VERT <br />U Q <br />w Z 0 <br />g _j <br />c•4 <br />CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS <br />Q w cg <br />NOTED. <br />= 0° Z g <br />— O Z5 <br />g• <br />USE SQUARE CORNER BEAD AT DRYWALL NICHES & <br />z <br />�_ <br />wj <br />REC CLG DETAILS; REC CLG SURFACES SHALL HAVE <br />~ co Q (0 <br />as <br />SMOOTH FINISH. <br />5 o w <br />P Of <br />LL WOr; <br />; <br />�J <br />L� <br />LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND <br />U Z ii CD <br />THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER <br />} Q w <br />CODE. <br />w Z H <br />w— =f= <br />�o'`:`•: <br />Uj w ~ o <br />CO <br />; <br />ALL ANGLED WALLS TO BE 45' UNLESS NOTED <br />= <br />=_ <br />OTHERWISE <br />— w <br />~~ <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 />> <br />o � <br />u <br />APPLIED TO THE GARAGE SIDE. <br />M of <br />NU <br />-0-0w <br />b ai <br />TOWEL BAR - (T.B.) = 56" A.F.F. <br />E '-" ` <br />2 0 <br />i <br />` <br />TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK <br />8 <br />TOILET PAPER DISP. - (T.P.) = 20" A.F.F. <br />•N <br />,� <br />U 0 <br />7 <br />ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. <br />V <br />w QN <br />co) <br />ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. <br />L. <br />00E rs <br />' <br />CORNER SHELF = 56" A.F.F. <br />O <br />^ a <br />'0 <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, <br />Vw) <br />R 4.1 HIGH PERM, 1/2" GYP <br />77 k 8" CMU <br />NON -BEARING 2X STUD W/ 1/2" GYP. <br />Co <br />0 <br />N <br />M <br />v <br />0 <br />00 <br />BEARING WALL 2X 16" O.C. W w _j w l_ z <br />W/1/2"GYP. W W W Wo§J<Oa�aIIUO0Jo <br />Q (� �axJZLL�UZr2 pJ0 <br />p =FILLED CELL W/(1) #5 VERTICAL cn w il.LLI F0 Z w V5 it z M <br />®=FILLED CELL W/(1)#5TURNED 2'-0"INTO SLAB � Z ¢0W�g_���gwo�a�Q <br />Y Z <br />p= FILLED CELL W/(2) #5 VERTICAL o¢ o a u- <br />p = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) <br />STAIR DATA O <br />O <br />STAIR N <br />MARK RISERS TREADS LANDINGS TOTAL RISE O W <br />A 16 AT 7 9/16" 14 AT 10" 1 10'-0" Cl) o <br />co O <br />SQUARE FOOTAGE: UNIT'1871' Q � c` i � <br />LO <br />FIRST FLOOR LIVING = 780 SQ. FT. z LL- ti <br />TOTALSECO <br />LIVING FLOOSQ FT = 1870 SQ. FT. W w d. M <br />Q �? <br />ENTRY = 38 SQ. FT. Q U Q 00 <br />GARAGE = 443 SQ. FT. z <br />TOTAL SQ FT = 2351 - z <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 6th edition (2017), <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 />to <br />°° <br />N <br />N <br />4 <br />o <br />O oE <br />O <br />O <br />.O <br />N � <br />C-li <br />> <br />' 1.1.. <br />Z_ Z <br />zC <br />w <br />owv; <br />w <br />U��� <br />Lo <br />ZWF- <br />-- <br />V <br />~m0Z <br />W <br />(DOLL <br />z <br />2 z lz <br />IZZZLL <br />O <br />W W <br />Q <br />0 <br />d 2 LL <br />�QZ <br />�Z <br />1� <br />= <br />~ C: <br />Z <br />O 0 <br />F <br />Z <br />< <br />a <br />W <br />04 <br />W <br />r <br />N <br />LAST PLOT DATE <br />Apr. 3, 18 <br />O <br />1 ST & 2ND FLOOR <br />J <br />I PLAN Al <br />
The URL can be used to link to this page
Your browser does not support the video tag.