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36232 Delta Gold Ct Lot 11
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36232 Delta Gold Ct Lot 11
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Last modified
3/21/2025 8:26:27 AM
Creation date
2/19/2025 9:09:14 AM
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Building Plans
Street #
36232
Location
Delta Gold Ct Lot 11
Contractor
I H Construction Florida LLC
Building Plans - Permit #
14083
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- __ _. --_._ _L-� I I --I <br />40'-0" <br />13'-4" 12'-8" 14'-0" <br />3'-8" 4'-0" 4'-0" 1'-8" 4'-0" 6'-4" 3'-8" <br />T.O.M. <br />(2) 25 H. TEMP. PC-4 8'-g" <br />1 HD. A 7'-0'r WRAP WINDOW A r rr 00 <br />s3 *EG E7' SEAT / VAPOR A (2) 25 SH. 3'-0 x3 -0 o I <br />BARRIER 6 HD. AT 6'-8" A/C PAD ~ O° <br />PC-4 *EGRESS <br />■ ■ ---- - - ------ ■ _ d _ _ _ _ BOTTOM OF _ _ _ _ ■ ■ ■ <br />t- N ■ - LINTEL AT <br />N7'-8" 7'-4" A.F.F.co <br />BREAKFAST LANAI N MASTER SUITE <br />12'-8"x8'-0" <br />VAULT CLG. ul N � g'-g" CLG. ■ 12'-4"x15'-9" <br />o co VAULT CLG. <br />` v = PC-4 � <br />■ --Ti \ 2'-0" `t 8'-4" M.O. • 2'-4° / ■ <br />II <br />II <br />PT.II \ I ■ ■ <br />EF.11 T 8068 TEMP SGD <br />? N M HD. AT 6'-8" F N i VAULT <br />VAULT KITCHEN 5 2:12 <br />VAULT CLG I 26 <br />■ A I ARCH OPENING ABV, <br />1 v �>5 40 HIGH KNEE ALL r„ 8'-0" TO 8'-8" A.F.F. <br />W/ COUNTERTOP ABV. � 6 <br />`.I o 10'-0" Oo 16'-6" 5 - " 3'-8" 4r- rr <br />N �If 10 10' " N <br />I I <br />cl <br />I A N 3" END PANEL FAM I LY = (2) R/S R/S <br />Z Q 5 ROOM ' <br />o LD.W. - - ------ - ---- <br />I ■ <br />B T C �« 15'-10"xl4'-8" CDI � <br />5 N 10'-8" 10'-8" CLG. I N �� i� <br />= COMM. CENTER CLG. ;;, LUGGAGE SHELF --I N <br />o BOT. AT 7 -4" A.F.F. 2668 I = <br />11 KNEE �_ ON-Q SEC. SY . I M.C.1 <br />■ O.H.C. SPACE (SEE DTL A/rS T 4) I `0 I 1 ° <br />I <br />----------- ------------r' 5 V ■ <br />246 " 1'-4" 5'-O" 1'-6" 6'-6" 2'-2" 3'-4" 9 -1 VAULT 2:12 <br />VAULT ARCH OPENING ABV. 5I ASTER' <br />■ 2:12 8'-0" TO 8'-8" A.F.F. ARCH OPENING ABV. 8'-0"] P.11 BATH <br />TO 8'-8" A.F.F. ON 42" T ° <br />DINING LOW WALL W/ WOOD CAP CORNER SHELF W C VAULT CLG. <br />A 10'-1 O"x 12'-8" tiQ ■ <br />_ oo N VAULT CLG. VALVE ao <br />N ~� C-D 1 LIVING ROOM " ILE r �, =m ' N <br />o� <br />a �E 14'-10"xl2'-8" HEAD CURB c a N¢ M <br />_ = 10'-8" 10'-8" CLG. TILE d EN <br />0 <br />i CLG. SHOWER T :D) <br />CAD r r <br />■ 12'-6" 2'-6" 6" 4'-5" 9" 4'-10" i� 1'- 6'-8 " 6'-g" 0 <br />I to <br />M <br />TILE SHWR TEMP. GL ENCL. ON <br />E r I CESS 6" 42" HIGH KNEE WALL ■ <br />5 N i 2668 W/ MARB E SILL O° <br />I ■ I I I = -to ui r <br />A, CH OPENING "ABV. ,/ DEN " v N o * rn <br />VAULT 1 N " 8 -0 TO 8'-8" A.F..-� ' 11 -10 x10'-7 0 = <br />VAULT CLG. VAULT <br />■ 2.12 i F— 7---DRYER VENT 2:12 <br />IS' 68 6' 81' II 5'-4" 4'-2" 3'-2" <br />_00 N BEDROOM 2 1 L oo I D. I I HANSEN BOX <br />N N `� ^ I S 1 CHECK WITH CONST <br />;I, N `¢ Imo; 1 1l'-4"xl l'-O" i ;r, r PROFESSIONAL FOR INSULATED WA <br />o �E VAULT CLG. i 10'-8"I CLG. I OP • II A/C STAND HGT. ■ <br />■ I I [W. II 2668 <br />WH <br />668 Fl 24" x 24"x <br />1 /CLOSER T--- R/S <br />r w --- 18 H. W.H. <br />z PLATFORM <br />CORNER SHELF N �o =� <br />C sl <br />I 2680 <br />I 1 <br />v <br />■ 0" 2668 ~3'-8" 2'-4" r 5'-10" FlRE 19'-4" <br />' A 10'-8" FOYER' 20 MIN. FIRE <br />-1 — CLG. 1 RATED DOOR r= -___'� &W.S DRAIN 8'-0" CL . 10'-8" CLG. `� W/ WEATHER <br />TUB 1 x��� 1 <br />T• �• STRIPPING AT 1 I <br />° o� 1 PERIMETER W/ 22"x54" ATTIC ACCES W C N N TOP S3 MTL, THRESHOLD <br />IE BEAM <br />roo <br />N ■ BEDBOOM 3 ■ ■ j GARAGE <br />1 ■ A <br />" 1 4'-7" X 2'-4" ARCHED <br />11' 4 xl t G. 1 �, METAL 'HOLD 18 -8 x20 0 <br />Vq�ULT CLG. 1 rr rr F.G. AT 9 -8' ABV. 3068 8'-8" CLG. _ N <br />2 4 ? -4 EXT. DR. W/ 12" SD. LT.00 <br />12'VAULT 0 T/LG, <br />(2) 202 BEAMS ON 2x4 KNEEWALL PER DETAIL 5/S6. <br />i ENTIS <br />2:12 i PLYWOOD BOTH SIDES OF KNEEWALL TO LAP OVER BEAM. <br />FULL BEAM HEIGHT W/ (2) ROWS 8d AT 6" O.C. <br />I i <br />■ N VAULT ------ ---- <br />2:12 ■ I LINE OF GARAGE DOOR IN OPEN POSITION <br />15 �� 1 ■ <br />12" ROUND E.P.S. COLUMN o = _ s <br />W/ 4X4 P.T. WOOD%POSR <br />T ON `�' I , I <br />r 4X4 P.T. WOOD POST <br />1 -4' H. A.F.F. CMU ARCH HDR I <br />�J N W/ (1) ABU44 AT BASE AND I ON CMU W/ (1) ABU44 ' <br />ABV. 9'-4" i AT BASE AND (1) <br />N (1) SIMPSON CS16 AT TOP. TO 9'-10" I SIMPSON CS16 AT • HB <br />■ ■ A.F.F. <br />25 SH. EB. 25 SH. EB. 6 8 8 6 16-Ox7-0 O.H. GARAGE DOOR <br />�� <br />- 1 HD. AT 6'-8" HD. AT 6'-8" ■ ■ / ■ ■ <br />~ T.O.M. *EGRESS ♦ PC- <br />6 4 6 <br />8'-8" <br />S3 S3 <br />3'-0" 3'-2" 8" 3'-2" 3'-O" 2'-0" 16'-O" 2'-0" <br />13'-0" 2'-4" 4'-8" 20'-0" <br />40$-0" <br />TOWEL BAR - (T.B.) <br />TOWEL BAR ABV. TUB DECK <br />TOILET PAPER DISP. - (T.B <br />ROD AND SHELF (SGL.) - <br />ROD AND SHELF (DBL.) - <br />CORNER SHELF <br />MEDICINE CABINET - (M.C.) <br />FIRST FLOOR PLAN <br />ELEVATION A <br />GENERAL NOTES: <br />ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY <br />FROM WINDOW FRAME. <br />VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE <br />MANUFACTURER'S SPCIFICATIONS. <br />INSTALL RND. DRYWALL BEADS AT HORIZ & VERT. CORNERS EXCEPT <br />AT EXT WALL OPENINGS UNLESS OTHERWISE NOTED. <br />USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG <br />DETAILS. <br />LOCATE ALL PLUMBING STACKS BEYOND THE FRONT ELEV ROOF <br />RIDGES, IF ALLOWABLE PER CODE. <br />THE GARAGE IS TO BE SEPERATED FROM ADJACENT LIVING AREA AND <br />ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE <br />BY NOT LESS THAN 5/8" THK. TYPE 'T GYPSUM BOARD (OR <br />EQUIVALENT) APPLIED TO THE GARAGE SIDE. <br />ALL HEADERS TO BE (2) 2x12 (U.N.O.) PROVIDE (2) 2x4 CRIPPLE <br />STUDS AT EACH END. <br />ALL GIRDERS TO BE SUPPORTED w/ (3) 2X4 B.U.C. U.N.O. & <br />CONNECTED AT BASE w/ (1) HTT16 <br />T � C = FLOORING TRANSITION <br />WALL LEGEND: <br />ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR <br />RESISTING COMPONENTS. <br />8" CMU <br />■ ■ 8" CMU 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 />---- ------ === _7 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 />= 56' A.F.F. <br />AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING <br />= 36" AB,V TUB DECK <br />THAT THE APPROPRIATE PRODUCT/COMPONENT IS USED AND THAT IT <br />= 20" A.F.F. <br />HAS BEEN INSTALLED PER MANUFACTURER'S SPECIFICATIONS SUCH <br />R/S) = 60" A.F.F. <br />THAT IT WILL WITHSTAND THE COMPONENTS AND CLADDING <br />R/S) = 40" & 80" A.F.F. <br />PRESSURES REQUIRED BY THE SEALED PLANS. ENGINEER OF <br />= 56" A.F.F. <br />= 75" TO TOP OF CABINET A.F.F. <br />RECORD HAS NOT REVIEWED THIS INFORMATION FOR APPLICABILITY OR <br />AS A FORM OF PRODUCT APPROVAL OR ENDORSMENT. <br />*EGRESS NOTE: <br />PRE -CAST AND PRE -STRESSED CONCRETE COMPONENTS SHALL BE <br />EACH BEDROOM MUST HAVE ONE <br />USED AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS. <br />WINDOW THAT COMPLIES WITH EGRESS <br />PRE -CAST LINTELS HAVE BEEN REVIEWED AND PLACED BASED ON <br />CODES, IF THERE IS NO ACCESS TO <br />DESIGN. ALLOWABLE LOAD INFORMATION PROVIDED BY CAST CRETE. <br />EXTERIOR THROUGH A DOOR. THE <br />THEREFORE, CAST CRETE IS A DELEGATED ENGINEER FOR THIS <br />WINDOW MUST HAVE A MAXIMUM SILL <br />PROJECT. ENGINEER OF RECORD MUST APPROVE IN WRITING ANY <br />HEIGHT OF 44" ABOVE FINISH FLOOR <br />CHANGE IN LINTEL MANUFACTURER. ALL OTHER STRUCTURAL <br />LINE OF THAT PARTICULAR ROOM, <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 />NOTE: PROVIDE GAS DROPS (IF <br />REQUIRED) FOR ALL GAS APPLIANCES. <br />SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, <br />(VERIFY LOCATION OF ALL GAS <br />AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING <br />APPLIANCES ON FLOOR PLAN PRIOR TO <br />INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER <br />ANY CONSTRUCTION) <br />OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. <br />t%\IIIIIoff,,, <br />MY coyIc *,, <br />N S E•. <br />No 10658 •:* <br />L <br />11r :c= <br />•W� <br />ATE ofoft <br />� <br />\ <br />DN A1LA ��.•` <br />TAWA CIVIL DF-SIGN <br />JEREMY COUCH, P.E. <br />PROFESSIONAL ENGINEER # 70658 <br />I HEREBY CERTIFY THAT I HAVE <br />REVIEWED THE ATTACHED DESIGN, <br />AND FIND IT TO BE IN COMPLIANCE <br />WITH SECTION R301 OF THE 2010 <br />FLORIDA BUILDING CODE, <br />RESIDENTIAL. <br />THE ENGINEER HAS NOT REVIEWED <br />THE PRE-ENGINEERED TRUSS MANUF. <br />LAYOUT TO DETERMINE ANY LOAD <br />BEARING CONDITIONS AND RESERVES <br />THE RIGHT TO MAKE ANY CHANGES <br />AFTER TRUSS LOAD INFORMATION IS <br />SUPPLIED TO THE ENGINEER. <br />SEALED FOR STRUCTURE ONL Y <br />SCALE: <br />1/8" -1' • 11x17 PUIBLACKPOINT <br />1/4" - 1' a 22x34 E_ N A B L E D <br />U <br />Z <br />Q <br />0 <br />O U j j <br />m � � J J <br />W I p 10 Z Q <br />Q -1 W <br />m U LL 0 j <br />❑❑❑❑❑ <br />U <br />z <br />o <br />LLJ <br />Dw <br />O <br />w <br />a <br />N <br />V <br />0 <br />0 <br />J <br />J <br />Q <br />_z <br />Q <br />z <br />z <br />D <br />M <br />W <br />o <br />D <br />0 <br />0 <br />0 <br />ElZC, <br />m <br />� w <br />o <br />z <br />Q <br />` <br />% <br />z <br />� z <br />z <br />0- <br />ISSUE DATE <br />JANUARY 2008 <br />DRAWN BY <br />SIMPAD <br />DESIGN BY <br />INLAND HOMES <br />REVISION DATE <br />01116113 <br />04123112 <br />05111111 <br />12131110 <br />08105110 <br />03111110 <br />SHEET <br />1 <br />FIRST FLOOR PLAN <br />
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