My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
36053 Shady Bluff Lp Lot 4
Zephyrhills
>
Building Department
>
Building Plans
>
36053 Shady Bluff Lp Lot 4
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/26/2025 12:38:53 PM
Creation date
2/19/2025 9:06:56 AM
Metadata
Fields
Template:
Building Plans
Street #
36053
Location
Shady Bluff Lp Lot 4
Contractor
Windward Homes
Building Plans - Permit #
7448
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
39
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
n <br />NOTE: ALL PLUMBING, ELECTRICAL AND MECHANICAL <br />ROUGH -INS MUST BE COMPLETE, INSPECTED AND " <br />APPROVED BEFORE REQUESTING THE FRAMING <br />IN CDL7`TIl1M i <br />ODENOTES LINTEL CONFIGURATION. <br />SEE DET: Al ON THIS SHEET. <br />IN <br />INDICATES S'tEAMALL <br />INDICATES (1)05 <br />REBAR IN CONC. <br />FILLED CELLCONT. <br />FROM FTG. TO ILO. <br />L iNTEL"CAL) <br />THE GARAGE SHALL BE SEPARATED FROM <br />THE RESIDENCE AND ITS ATTIC BY NOT LESS <br />THAN 112 INCH GYPSUM BOARD APPLIED TO <br />THE GARAGE SIDE <br />DUCTS IN THE GARAGE AND DUCTS <br />PENETRATING THE WALLS OR CEILINGS <br />SEPARATING THE DWELLING FROM THE <br />GARAGE SHALL BE CONSTRUCTED OF A <br />MINIMUM NO.26 GAUGE SHEET STEEL OR <br />OTHER APPROVED MATERIAL AND SHALL <br />HAVE NO OPENINGS INTO THE GARAGE <br />ISSUE HISTORY: <br />NO. <br />DATE <br />VER. <br />D <br />DESCRIPTION <br />APPVD <br />BNM. <br />10/03M5 <br />4.0 <br />2004 FBC UPDATE <br />MC <br />A <br />1D25106 <br />5.0 <br />TW <br />VERSION 5.0 CREATED <br />MC <br />Q <br />1=5106 <br />5.0-W <br />TW <br />VERSION 5.0-W CREATED FROM 5.0 <br />MC <br />07130107 <br />5.0-6.0W <br />161-BAW <br />TW <br />WHETSTONESEI PLANS MERGED <br />SN <br />�3 <br />/4\ <br />08/22/07 <br />TW <br />6.1 ARCHITECTURAL I ENGINEERING UPDATES <br />SN <br />*SEE PLANS DATABASE LIST FOR DETAILED DESCRIPTION OF CHANGES <br />AK; COMP. <br />F@ <br />:n <br />0 F.O. HD <br />HD O Td AFF. <br />sr-B• <br />s� 16'. <br />lO <br />z65I1 <br />HD ed MD ed <br />E SS EGRESS DRYER VTR <br />r WALL <br />q HANSOM B <br />O 3S AFF. <br />11'J' I - 11'-T <br />110tOOM 3 I BEDROOM-2 <br />®e v 9 1h104l^ <br />9 Cg-or <br />61 <br />s s 6•-r <br />e CLG. <br />9. T9. 40888E <br />x <br />ie D 3 i <br />H � 1118H <br />_--- D4®e TOpO �AFi. <br />2 <br />3 23. <br />PLANT Lp�,_ETr� 11' S• <br />" ELF O AFF. <br />-0• <br />64• I <br />DINING FAMILY LIVING <br />11'A 12 I 14'z 1e An <br />VaAed C10 ( VrMd CIO. <br />m <br />r BAN TOP <br />]WALLTOCIG. <br />o I <br />HD®ed HD®ed <br />35SH I 25SH <br />O <br />N <br />¢o <br />CAST-CRETE LINTELS OR EQUIVALENT ¢ <br />USE 3000 psi FINE GROUT FLOOR PLAN: ELEVATIONS 'A' & 'C' <br />(3/8" AGGREGATE MAX.) 24;3; ;w ';4r <br />WHEN GROUTING BOND BEAMS & <br />PRECAST UNITS. <br />SEE SHEET A3B FOR PARTIAL <br />8" KNOCK -OUT FLOOR PLAN FOR ELEVATION •B' <br />BLOCK, <br />CONC. FILLED, <br />W/(1) #5, TYP <br />K BLOCK, <br />CONC. FILLED, <br />TYP <br />m o m ou <br />mLlo�,---8" PRECAST, <br />� CONC. FILLED, TYP <br />co � U U_� (WITH OR <br />0. wWITHOUT REBAR) <br />O �O �O ao wO (1)#5,TYP <br />1r-r 1z-1• <br />33T23L1 <br />IID ed <br />-■ ■RJ ■ <br />IISTER BATH <br />ACCESSIBLE , - m <br />CLG. O e <br />C <br />10'-7• t $ T-5' <br />Mc � <br />26PKT <br />x <br />• I--IINE GP m <br />8:72 i CLG. VAULT <br />Ugg r <br />SUITE <br />• V.A C10. (' <br />14'-0'• v <br />ALTERI411TE 4arTE `� <br />WIC m'ET '• ^ L6. <br />--- <br />BOX <br />r WALL <br />w �ti <br />,--UNE OF <br />6:12 ' CLG. VAULT Y9 <br />11'-2• 6^WALL 04WAFI <br />OmV Dw <br />KITCHEN 4�" (I. <br />k3'-2* <br />PATIOPATIOREFRIG. �. <br />H <br />LINTEL TYPES / SECTIONS <br />SCALE: N.T.S. <br />1�1HN�1 <br />HD O ed TI <br />O MASONRY O <br />_AFF <br />SEE TRUSS LAYOUT <br />FOR CONNECTIONS <br />-- EL-EV_e$--- <br />i <br />LOCATION. <br />u coLw , O z � <br />23'-6' <br />2-CAR <br />AN" ON <br />GARAGE <br />STAND O <br />31.5'AFF. USE <br />CIO.0 AFF <br />3W P.T. <br />i_____I <br />PLYWOOD. <br />NOTE: ALLOW <br />D <br />VERTICAL ISED <br />OBSTRUCT <br />VERTICAL RISE OF <br />HVAC IECHANICALS <br />AT GARAGE WALL._ <br />R-711NSlMTED <br />GAR FRAME WALLS <br />TYPICAL <br />TNIS <br />ES -j - -:::k " _ <br />HOMES <br />tV <br />------------------ <br />B <br />20'-8' <br />_ _ _ <br />(2) 2XSPT BEW 1QR ' FLITCH ATE ABV M/ <br />MASONRY. SEE DETAIL THIS SHEET 'm <br />fV <br />2866 ■ <br />SOLID CORE - <br />■ 2 ; ENTRY m <br />FLAT CIB. O <br />AULTED <br />W AFT <br />N,ELEV. C) q- <br />Y <br />6'-0• <br />g.-0. <br />m <br />SIMPSON H10 <br />MUST BE USED <br />12 THIS AREA (2) 2s8 P.T. W//!2' <br />FLITCH RATE <br />s <br />METD.C.TO BEE M <br />O.C. TO AN <br />EMBEIIED M LINTEL <br />3 12 .^'� FERI I 'G, INC. <br />20 = _ 4203 <br />"ETR'LH-EETLO R A. E "A ATi01 # 9298 <br />wl(3)12d <br />ill TYP. ENTRY TRUSS PROFILE DETAIL J G 2008 <br />® ELEVATIONS A & C <br />N.T.S. <br />L. JASON BERGER PE# 64003 <br />1 HE <br />11111151 <br />124 <br />L'7 <br />co <br />W <br />7 n <br />m O 1- <br />� C � <br />M O <br />� m C <br />8,00 <br />N m 0_ <br />O <br />IO <br />V/ <br />F <br />CD <br />Y <br />N <br />Mco <br />o <br />A <br />N <br />U <br />OU <br />O <br />i� <br />� <br />a <br />w <br />O <br />r <br />2 <br />5 <br />0_ <br />Ir <br />O <br />J <br />LL <br />co <br />O <br />g <br />CO <br />o <br />N <br />°D <br />W <br />C <br />m <br />O <br />8 <br />N <br />z <br />0 <br />5 <br />o <br />N <br />w <br />Z <br />0-1 <br />> <br />1 131 <br />a <br />SHEET <br />A2 <br />
The URL can be used to link to this page
Your browser does not support the video tag.