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36213 Shady Bluff Lp
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36213 Shady Bluff Lp
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Last modified
2/28/2025 4:02:30 PM
Creation date
2/28/2025 11:07:15 AM
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Building Plans
Street #
36213
Location
Shady Bluff Lp
Contractor
IH Central Florida LLC
Building Plans - Permit #
14082
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35' -O" <br />16'-8" <br />18'-4" <br />r---------- <br />6'-0" 6'-4" i 6'-0" <br />1'-4" 15'-4" <br />A <br />I I <br />8'-6" I, " <br />1 -4 <br />4'-1 " <br />8" BOX DOWN <br />T.O.M. BOTT. OF LINTEL <br />8'-0" A.F.F. PC-4 <br />HB <br />PC-4 <br />L----------� <br />T.O.M. <br />AT 6'-8" A.F.F. <br />■ ■ <br />8'-O" A.F.F. 2 2X8 FLATWISE <br />HUSC26-2 AT EA. END W/ <br />■ • ■ <br />■ <br />-- <br />~ <br />■ <br />2 <br />() 25 SH. <br />■ (6) 10d 4-3/16 DIA. X <br />VAULT <br />w LANAI <br />HD. AT 6'-8" <br />/ <br />2-1/4" TAPCONS <br />3:12 <br />0 <br />z <br />0� Q 16 �s xs-o <br />o <br />*EGRESS <br />MASTER SUITE <br />/ <br />■ <br />( 06 <br />°° DEN / <br />00 <br />xo o 8 -0 CLG. AFF. <br />� <br />■ <br />/ <br />o <br />m <br />17-o"x13'-0" <br />9'-0"x11'-0" C T <br />- o ,- <br />00 � Q " " <br />" VAULTED CLG. <br />VAULTED CLG/ <br />3 -7 3'-2" 2'-0" <br />-2 <br />1 -9 <br />FLU FRAME <br />25 SH. 6-0 x 6- <br />v / <br />■ PTO FURRING <br />/ <br />HD. AT 6'-8" TEMP SGD <br />■ ■ ■ ■ _ <br />l,' <br />him <br />_ ■ FLUSH FRAME <br />TO FURRING <br />3:12L <br />■ <br />T P <br />/ ■ <br />/ <br />_ <br />0 <br />PC-4 PC-4 <br />0 <br />Q.. I <br />.__, <br />3A�LT I <br />n <br />10 -0 <br />I " <br />MASTER BATH >M " <br />■ ■ ■ ■ <br />LAT CLG_ <br />AT C <br />G R EAT ROOM I <br />ii CLG. <br />i i 2868 <br />10'-5"x9'-1" I* C ■ ■ 35 RH. SH. ■ ■ 00 <br />VAULTED CLG. 00 '- " <br />x <br />of <br />M <br />16-0"x15'-0" <br />oo <br />T.O. PC-1 <br />PC-4 <br />o <br />°- VAULTED CLG, I <br />8'-0" A.F.F. <br />I <br />■ „ <br />16 <br />A <br />7 1" <br />CH FROM i <br />4 TO 8 -0 4 5 <br />i 7,_ ,1 C 10, <br />T <br />■ <br />-7 <br />o� <br />o <br />R <br />of <br />I`7 <br />i i <br />i <br />o „ <br />10 -0 <br />E <br />1 " " t " 11 1 " <br />2 -4 7 4 -6 7 2 -4 <br />N <br />�� <br />i i <br />i <br />22 x36 CLG. <br />I <br />5 I <br />o <br />�, <br />°O I <br />„ <br />of <br />■ o- <br />o <br />U i i <br />A C ACCESS <br />I <br />"' <br />Q <br />U) `o m �`' 10 -4 <br />4 -0 <br />o ¢ I <br />`�' <br />a' <br />�� <br />�::� <br />I\ <br />5 <br />v¢ o <br />o <br />M <br />) I'�' <br />i i <br />i <br />i i SEC. <br />I <br />0 <br />6 <br />I <br />�' o <br />a <br />= I <br />UGG <br />E SHELF <br />I <br />' ��� PANEL <br />�`------'� <br />i <br />C7k <br />■ <br />_ <br />TILE <br />■ OT. T 7'-4" A.F.F. i I 10'-0" SHO R <br />4" CLG. o w " Z <br />M o <br />i 3,_ „ Z o J Y <br />in / T.P.tj wT.B. ' o <br />VAULT1'_0» TUB I i » CORNER ■ `� <br />■Ld <br />AT SHOWER-Q'"�' 2,1 8 110 -0 11 1" SHELF <br />'-0x CLG. BEDROOM 2 <br />0 �0 CLG. SHE �� Oo I J " <br />N I oo U m \I 11-0 x12 -0 <br />`r NOOK 00 O - `- i I VAUL ED CLG. ■ <br />N r- " » 10'-0" o 00 <br />P. 1 <br />i Q 10-0 x9 -0 CLG. I '�' i I AUL <br />o VAULTED CLG. I � o > G i N 3.12 <br />u � o� 5 "o <br />42" H <br />COUNERTOP 5 �, '� ���� I ■ v <br />i <br />17 N 00 <br />6'-2" 0 2'-1" 2 7 » N 3'-10" 7�"� 2'-0" - » I 12'-7 11 v to cn <br />ci w <br />CD i a¢2 <br />o O 5 ( 40 1 2" H. C)■ o <br />\ z = KNEEWALL I U a ---R-/-SOcoL _.co� N <br />1E EEI 00 Nv- ----- <br />00 <br />d d' <br />CD A <br />5to N 5068 ■ c' <br />6'-2" L 4'1» L 3' 10" 5' 91" 5'-1 " 6'-4j" <br />K TCHEN B 5 LANT SH LF-n Of 00 oUo IL.�o o ii I BEDROOM 3 L Lu <br />VAULTED CLG. 5 TOP AT 8'-0 N w �- ,> <br />IT <br />ca o H =� � w 11-0 xl1'-0" <br />■ o <br />REF. _ �°c i 5 I VAULTED CLG. _ <br />omo II m <br />_' <br />■ O.H.C. of I �o II 10CLG. <br />N IF—HCHXSE <br />------------ ------ -- <br />cn <br />3:12 <br />I ARCH FROM <br />5 „ <br />■ 71-4" TO 8' 0" O° 24" x 21 x <br />A.H.U. K' 18" H. H. <br />DINING PLATFOR <br />Lo 00 14-0"xll'-8" I �i <br />N VAULTED CLG. I O° Z2868 SC 20 MIN. FIRE W.S. LOOP <br />_& DRAIN <br />� ° i ¢ RATED DOOR W/C OSER W/ ■ 8 0 M A.F.F. <br />CM WEATHER WEATHER ST IPPING AT <br />= 3:12 <br />PERIMETER W/ M L T'HOLD <br />i <br />■ <br />c CLG. o0 22"x54" ATTIC ACCESS <br />0 <br />8'-6" 1I'-4" 4'-1 " N 20,-�" <br />LOAD BEARING WALL GARAGE <br />2 2X8 FLATWISE W 1 c, (INSULATE) <br />■ HUSC26-2 AT EA. END W/ 19-4"x2O'-O" ■ <br />(6) 1Od 4-3/16 DIA. X '- 8'-0" CLG. <br />VAULT 2-1/4" TAPCONS F YE <br />3:12 ( 06 1 '-0" <br />00 <br />DEN / Lo <br />91-0"x11'-0" ' _____ LINE OF GARAGE DOOR <br />00 - -- -------------------------- <br />VAULTED CLG/ G T i IN OPEN POSITION i <br />FLU FRAME ■ <br />PTO FURRING <br />■ / P i T.O.M. I <br />T.O.M. <br />0 -0 i 10'-0" o I <br />_ » I <br />/ ¢ I o 10'-0" T.O.MF T.O.M i • HB <br />> I CLG. 10'-01 8'-0" ,, I <br />'IVi <br />4' I 16-00-0 O.H. GARAGE DOOR <br />■ ■ 001 IF A <br />_ T.O.M. .O.M. PC-4 T.O.MAL <br />. <br />PC 8 0" A.F.F. 0'-0" PC-1 BOTT. OF LINTEL 8'-0" A.F.F. <br />AT 9'-4" A.F.F <br />2'-5" S-2" 2'-5" 2'-4" 2'-4" 16'-0" 2'-4" <br />10'-4" 4'-0" 20'-8" <br />35'-0" <br />N <br />I <br />co <br />N <br />2 1 ST FL00 R PLAN <br />ELEVATION C <br />c <br />I <br />r <br />T.O.M. <br />A.F.F. <br />'-4" <br />20'-3 " <br />LOAD BEARING WALL GARAGE <br />(INSULATE) <br />19-4"x20'-0" ■ <br />8'-0" CLG. AFF <br />LINE OF GARAGE DO_O_R____________ <br />IN OPEN POSITION i <br />T.O.M. i ■ <br />00 <br />• HB <br />16-00-0 O.H. GARAGE DOOR <br />■ <br />(PE)T.O.M <br />BOTT. OF LINTEL 8'-0" A.F.F. <br />AT 6'-8" A.F.F <br />2'-4" 16'-0" 2'-4" <br />20'-8" <br />35'-0" <br />15-4" <br />8" BOX DOWN <br />BOTT. OF LINTEL <br />PC-4 <br />AT 6'-8" A.F.F. <br />■ <br />w <br />LANAI <br />Z F- � <br />CD <br />16'-8"x8'-O" <br />o o <br />8'-0" CLG. AFF. <br />I- <br />> o <br />3�7¢ <br />3'-2" 2'-0" <br />25 SH. <br />6-0 x <br />HD. AT 6' 8"] <br />TEMP <br />PC-4 C_ <br />VAULT <br />3:12 <br />GREAT ROOM <br />16-0"x15'-O" <br />VAULTED CLG. <br />■ <br />16'- <br />L�0 <br />■ <br />o <br />o <br />C-4Q <br />o <br />M 2 <br />. MY cov I•.. <br />4 <br />U <br />q No 70658 •'; �r <br />3:12 <br />•i� <br />;Lu <br />STATE OF ; <br />0 % A <br />0 Ft <br />��sI AA <br />NOOK <br />10 -0 <br />10-o"x9'-o" 3 yy <br />N VAULTED CLG. <br />=o <br />'- 3 TOP H <br />COUNERERTTAMPA CI V1 L DESIGN <br />[ dj r 6 <br />6'-2" 0 2'-1" -7 8i ,, ,. b �9 126 FA <br />_ I JEREMY COUCH, P.E. <br />O 5 PROFESSIONAL ENGINEER # 70658 <br />ao L <br />I HEREBY CERTIFY THAT I HAVE <br />REVIEWED THE ATTACHED DESIGN, <br />= I o O AND FIND IT TO BE IN COMPLIANCE <br />■ A ° WITH SECTION R301 OF THE 2010 <br />I 5 FLORIDA BUILDING CODE, <br />RESIDENTIAL. <br />6'-2" 4$- » <br />THE ENGINEER HAS NOT REVIEWED <br />_ D THE PRE-ENGINEERED TRUSS MANUF. <br />KITCHEN B 5 IpNT LAYOUT TO DETERMINE ANY LOAD <br />VAULTED CLG. 5 TOP A BEARING CONDITIONS AND RESERVES <br />THE RIGHT TO MAKE ANY CHANGES <br />REF, AFTER TRUSS LOAD INFORMATION IS <br />SUPPLIED TO THE ENGINEER. <br />WINDOW SEAT <br />SEALED FOR STRUCTURE ONL Y <br />GENERAL OTES: <br />DOWS TO HAV FLUSH SILLS. PITCH TOP SILL FIN AWAY <br />FROM FRAME. <br />VERIFY ALL WIND DOOR ROUGH OPENING SIZES WITH THE <br />MANUFACTURER'S SPC IONS. <br />INSTALL RND. DRYWALL BEADS HORIZ & VERT. CORNERS EXCEPT <br />AT EXT WALL OPENINGS UNLESS\THE <br />USE SQUARE CORNER BEAD AT DR REC CLG <br />DETAILS. <br />LOCATE ALL PLUMBING STACKS BELEV ROOF <br />RIDGES, IF ALLOWABLE PER CODETHE <br />GARAGE IS TO BE SEPERATELIVING AREA AND <br />ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABIT LE ROOMS ABOVE <br />BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM ARD (OR <br />EQUIVALENT) APPLIED TO THE GARAGE SIDE. <br />ALL HEADERS TO BE (2) 2x12 (U.N.O.) PROVIDE (2) x4 CRIPPLE <br />STUDS AT EACH END. <br />ALL GIRDERS TO BE SUPPORTED w/ (3) 2X4 B.U.C.'.N.O. & <br />CONNECTED AT BASE w/ (1) HTT16 <br />T � C = FLOORING TRANSITION <br />WALL LEGEND: <br />ALL EXTERIOR WALLS TO BE CONSIDERED EAR <br />RESISTING COMPONENTS. <br />in NJ 8" CMU <br />■ ■ U W/ 3/4" FURRING & 1/2" GYP. <br />NON -BEARING 2X STUD W/ 1/2" GYP. <br />NON -BEARING 2X STUD W/ 1/2" GYP. AND INSULATED <br />BEARING WALL 2X 16" O.C. W/ 1/2" GYP. (U.N.0) <br />■ = FILLED CELL W/(1) #5 VERTICAL <br />♦ = FILLED CELL W/(2) #5 VERTICAL <br />• = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) <br />NOTES: <br />-NOT ALL REQUIRED FLASHING IS INDICATED ON DRAWINGS. <br />PROVIDE FLASHING PER FBC 1403 AND 1503. <br />-FLASHING SHALL BE INSTALLED AT (1) WALL AND ROOF <br />INTERSECTIONS (2) WHEREVER THERE IS A CHANGE IN ROOF SLOPE <br />OR DIRECTION, AND (3) AROUND ROOF OPENING, WHERE FLASHING IS <br />OF METAL. THE METAL SHALL BE CORROSION RESISTANT WITH A <br />THICKNESS OF NOT LESS THAN 0.019 INCH (26 GAGE (0.551 MM) <br />GALVANIZED SHEET). <br />ALL MANUFACTURED PRODUCTS SUCH AS ROOFING, WINDOWS, DOORS, <br />ETC, ARE SHOWN HEREIN FOR ILLUSTRATION PURPOSES ONLY. THE <br />INFORMATION SHOWN IS THE RESPONSIBILITY OF THE <br />MANUFACTURER. THE MANUFACTURER IS RESPONSIBLE FOR THE <br />VALIDITY OF THE COMPONENTS PROVIDED. ATTACHMENT INFORMATION <br />GIVEN BY THE MANUFACTURER IS PROVIDED HEREIN. CONTRACTOR, <br />AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING <br />THAT THE APPROPRIATE PRODUCT/COMPONENT IS USED AND THAT IT <br />HAS BEEN INSTALLED PER MANUFACTURER'S SPECIFICATIONS SUCH <br />THAT IT WILL WITHSTAND THE COMPONENTS AND CLADDING <br />PRESSURES REQUIRED BY THE SEALED PLANS. ENGINEER OF <br />RECORD HAS NOT REVIEWED THIS INFORMATION FOR APPLICABILITY OR <br />AS A FORM OF PRODUCT APPROVAL OR ENDORSMENT. <br />PRE -CAST AND PRE -STRESSED CONCRETE COMPONENTS SHALL BE <br />USED AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS, <br />PRE -CAST LINTELS HAVE BEEN REVIEWED AND PLACED BASED ON <br />DESIGN. ALLOWABLE LOAD INFORMATION PROVIDED BY CAST CRETE. <br />THEREFORE, CAST CRETE IS A DELEGATED ENGINEER FOR THIS <br />PROJECT. ENGINEER OF RECORD MUST APPROVE IN WRITING ANY <br />CHANGE IN LINTEL MANUFACTURER. ALL OTHER STRUCTURAL <br />PRE -CAST COMPONENT MANUFACTURERS MUST SUBMIT DESIGN LOAD <br />INFORMATION TO ENGINEER OF RECORD FOR APPROVAL. ENGINEER <br />OF RECORD RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER <br />SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, <br />AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING <br />INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER <br />OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. <br />TOWEL BAR - (T.B.) = 56" A.F.F. <br />TOWEL BAR ABV. TUB DECK = 36" ABN TUB DECK <br />TOILET PAPER DISP. - (T.B.) = 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 />*EGRESS NOTE: <br />EACH BEDROOM MUST HAVE ONE <br />WINDOW THAT COMPLIES WITH EGRESS <br />CODES, IF THERE IS NO ACCESS TO <br />EXTERIOR THROUGH A DOOR. THE <br />WINDOW MUST HAVE A MAXIMUM SILL <br />HEIGHT OF 44" ABOVE FINISH FLOOR <br />LINE OF THAT PARTICULAR ROOM, <br />NOTE: PROVIDE GAS DROPS (IF <br />REQUIRED) FOR ALL GAS APPLIANCES. <br />(VERIFY LOCATION OF ALL GAS <br />APPLIANCES ON FLOOR PLAN PRIOR TO <br />ANY CONSTRUCTION) <br />SCALE: <br />1/8" = 1' 11x17 02 BLACKPOINT <br />1/4" - 1' 22x34 ENABLED <br />U <br />Z <br />Q <br />O U j J <br />m j J J <br />J <br />p _j O W <br />WIr <br />p z Q <br />Ir 0 W <br />m U uj- O j <br />_ _ _ <br />❑ ❑ ❑ ❑ ❑ <br />U <br />Z <br />0 <br />w <br />w <br />O <br />Q <br />w <br />('i <br />0 <br />c� <br />V <br />� <br />R <br />�/ <br />J <br />Z0 <br />a <br />Q <br />� <br />U <br />z <br />0 <br />W <br />0 <br />m <br />0 <br />W <br />0rr <br />N z <br />0 <br />0� <br />N� <br />m <br />T <br />I- w <br />0 o <br />Z <br />` <br />//♦ <br />a. o <br />0 z <br />Z <br />U <br />ISSUE DATE <br />MARCH 2O07 <br />DRAWN BY <br />SIMPAD <br />DESIGN BY <br />INLAND HOMES <br />REVISION DATE <br />12131110 <br />02105113 <br />SHEET <br />FIRST FLOOR PLAN <br />
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