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36374 Garden Wall Way
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Last modified
2/26/2025 2:47:00 PM
Creation date
2/18/2025 4:11:26 PM
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Building Plans
Street #
36374
Location
Garden Wall Way
Contractor
Lennar
Building Plans - Permit #
5684
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BATHROOM 2 <br />VARIES, 2" LESS THAN <br />CABINETS BELOW <br />MIRROR <br />VARIES <br />i <br />�4 <br />41� <br />TEMP <br />OBSC <br />0 <br />00 <br />H <br />F_ <br />O. BATH <br />KITCHEN <br />0 <br />i0 <br />0 <br />ih <br />NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION <br />GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS <br />SHWR. SHWR. <br />CURTAIN HEAD <br />ROD 0- <br />24" TOWEL BAR <br />TOWEL BAR <br />w <br />ON WALL ABOVE <br />TOILET TOWEL BAR <br />TUB OR SHV <br />- <br />ON BATHROOM WALL <br />MEDICINE <br />CABINET <br />50 <br />r <br />VA ESoe'__ <br />TOILET fD <br />SOAP <br />PAPER O <br />DISH <br />r HOLDER <br />02 C <br />�� <br />U. <br />o <br />O i (V <br />0 <br />r'� <br />��{ <br />M M M (") <br />N <br />LTUIB <br />FIN. FLR. <br />BATHROOMS SHOWERS AND TUBS <br />DOUBLE <br />RODS <br />VARIES PER <br />FLR, PLAN <br />SINGLE <br />TYPICAL HEADER HGT. <br />KITCHEN <br />I 16" FOR LINEN <br />12" FOR PANTRY <br />42" H UPPER <br />CABINETS --- r <br />36" H UPPER <br />CABINETS <br />39' H UPPER <br />CABINETS <br />OVERHANGS THAT <br />EXCEED 12" MAY <br />REQUIRE A SUPPORT <br />BRACKET <br />rt 36 H BASE <br />U FINISHED CABINETS <br />a COUNTER TOP 3t)" H BASE `D <br />o <br />CABINETS o 00 <br />00 <br />IL ^�N fh <br />W n <br />10 rn 0- <br />O 2X <br />80 FRAMING o 0 <br />io <br />1/2" GYP N `' N <br />BOARD <br />FIN. FL . FIN. FLR. <br />x <br />CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING <br />PLUMBING LINE <br />TO SECOND <br />FLOOR <br />O co <br />r <br />2 <br />I- <br />W z <br />©Q <br />tXU=� <br />>0m <br />J <br />S6 <br />TYP. @ <br />2-STORY <br />o A <br />' S3 <br />Lr? <br />TYP. @ <br />SINGLE <br />STORY <br />HB <br />V-4" <br />LANAI <br />j 8'-8" FLAT CLG. A.F.F. <br />9'-8" <br />I I <br />I I <br />HBt 6068 SGD <br />2 <br />U) <br />I�1 <br />TI <br />11-4"X1'-4" "L" <br />SHAPE CMU <br />COLUMN <br />10'-4" <br />TYP. @ <br />S6 2-STORY Q <br />35 SH <br />DINING <br />8'-8" FLAT CLG. <br />CARPET <br />GREAT RM <br />8'-8" FLAT CLG. <br />CARPET <br />8'-4" <br />-(3) 2x4 #2 SPF <br />STUDS W/ (3) <br />16d NAILS AT <br />BASE <br />I I Ili{ I <br />SHEAR WALL <br />Q6' <br />�cb�v <br />EDGE <br />rl_UUK ta. I . <br />OF SLAB 2" <br />B <br />YOND WALL <br />-4" <br />4'-5" <br />7'-3" <br />BUILDER TO PROVIDE <br />Q <br />APPLIANCE PROTECTION <br />S4 C <br />WHEN REQUIRED PER FBI-, <br />S3 <br />LIJ <br />p z <br />H1 <br />O W/ USP L <br />TA18 STRAPS <br />1= a <br />( CENTER <br />D EACH SIDE OF <br />) <br />WALL TO <br />FLOOR TRUSS = <br />_Q <br />ABOVE @ <br />16" O.C. <br />} <br />LL <br />J <br />o W <br />LU W GARAGE <br />8-8 FLAT CLG. A.F.F. <br />U) <br />Z_ O X <br />CV <br />J 0 <br />LLJ I.- <br />ZLd <br />u <br />C--- ----------------------------- <br />I <br />I <br />7 <br />I <br />I <br />I <br />_� - - <br />FLOOR G.T. <br />I <br />j <br />8"x16" CMU COLUMN <br />j <br />I <br />W/ 6"x12" ABO <br />E <br />K <br />INTERGRATED <br />INTO <br />S4 TYP. @ <br />WALL W/ (2) #5 <br />GARAGE <br />VERTICAL <br />1 <br />� <br />--------------------- <br />_ <br />-------- <br />1 <br />16070 O(\VERHEGAD DOOR <br />d' <br />r <br />0 <br />AC PAD I? CO <br />- - i � � ALT <br />- I I AC PAD I I -oo <br />N <br />J <br />S6 <br />TYP. @ <br />2-STORY <br />-1/2 WALL A <br />OR RAILING LID O <br />PER SPECS <br />FLOOR G.T. <br />'.x4#2 SP <br />ITIL <br />I I <br />0o D I I <br />O I I <br />I I <br />I I <br />I I <br />{ I <br />1 I <br />ENTRY <br />8'-8" FLAT CLG I I <br />AFF I I <br />I I <br />1 1 <br />I I <br />- - - - - - - <br />16'-0" 1, 4„ b.. 4'-8" _0„ <br />64" <br />�I <br />12"x12" CMU w/ (4) <br />#5 VERTICAL <br />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <br />AA <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />OC <br />+28.3 / -30.8 <br />D <br />+28.3 / -37.0 <br />0 <br />+26.6 / -29.1 <br />�F <br />+26.6 / -33.5 <br />GC� <br />SEE SN SHEET HC� SEE SN SHEET <br />140 MPH <br />NOTE: WIND SPEED INDICATED ABOVE IS AN <br />"ULTIMATE" WIND SPEED, THE WIND PRESSURES <br />LISTED ABOVE ARE ALLOWABLE PRESSURES <br />SOFFIT DESIGN PRESSURE <br />+29.7 / -39.7 <br />WINDOW SCHEDULE <br />SIZE <br />R.O. CMU <br />(Flange) <br />R.O. FRAME <br />(Fin) <br />TYPE <br />12 <br />20X26 <br />182X252 <br />S.H. <br />13 <br />20X381 <br />182X374 <br />S.M. <br />14 <br />20 X 50 g <br />18 2 X 50 <br />S.H. <br />15 <br />20 X 63 <br />181 X 6212 <br />S.H. <br />16 <br />20X72 <br />181X712 <br />S.H. <br />1112 <br />271/4X26 <br />26X25Z <br />S.H. <br />1113 <br />271/4X38 <br />26x374 <br />S.H. <br />1H4 <br />27aX50e <br />26x50 <br />S.H. <br />1H5 <br />274X63 <br />26X621/2 <br />S.H. <br />1 H6 <br />27 1 X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37 4 X 26 <br />36 2 X 25 1/2 <br />S.H. <br />23 <br />37 4 X 38 8 <br />36 1 X 37 3/4 <br />S.H. <br />24 <br />37 4 X 50 8 <br />36 2 X 50 <br />S.H. <br />25 <br />37 4 X 63 <br />36 2 X 62 1/2 <br />S.H. <br />26 <br />374X72 <br />362X711/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 2 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 2 X 25 2 <br />S.H. <br />33 <br />54 X 38 a <br />52 2 X 37 4 <br />S.H. <br />34 <br />54 X 50 e <br />52 2 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 2 X 62 2 <br />S.H. <br />36 <br />54 X 72 <br />52 2 X 71 2 <br />S.H. <br />39X59 <br />40 X 59 <br />N/A <br />S.H. <br />DOUBLE 39X59 <br />79 X 59 <br />N/A <br />S.H. <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H 1 <br />(2) - 2X6 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H2 <br />(2) - 2X8 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H3 <br />(2) - 2X10 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H4 <br />(2) - 2X12 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H5 <br />(2) -1 3/4" X 11 1/4 LVL <br />2.0E Fb=2950 <br />H6 <br />(2) -1 314" X 9 1/4" <br />LVL 2.0E Fb=2950 <br />H7 <br />(2) -1 3/4" X 16" <br />LVL 2.0E Fb=2950 <br />H8 <br />(2) -1 3/4" X 7 1/4" <br />LVL 2.0E Fb=2950 <br />(2) - 2X4 #2 SYP Wt 1/2" <br />Follow Q/S4. See Plan for <br />RAG <br />FLITCH PLATE <br />Bearing Wall Call Out When <br />Straps are Required <br />" VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED <br />** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND <br />REQUIRED STUDS <br />FIRST FLOOR PLAN -A <br />General Notes <br />R302.5 Dwelling/Garage Opening/Penetration Protection <br />Opening and penetrations through walls or ceilings separating the <br />dwelling from the garage shall be in accordance with sections <br />R302.5.1 through R302,5.3. <br />R302.5.1 Opening Protection <br />Openings from a private garage directly into a room used for <br />sleeping purposes shall not be permitted. Other openings between <br />the garage and residence shall be equipped with solid wood doors <br />not less than 1-3/8" in thickness, solid or honeycomb -core steel <br />doors not less than 1-3/8" thick, or 20-minute fire -rated doors. <br />R302.5.2 Duct Penetration <br />Ducts in the garage and ducts penetrating the walls or ceilings <br />separating the dwelling from the garage shall be constructed of a <br />minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid <br />nonmetallic class 0 or classl duct board, or other approved <br />material and shall not have openings into the garage. <br />R302.5.3 Other Penetrations <br />Penetrations through the separation required in Section R302.6 <br />shall be protected as required by section R302.11, item 4. <br />R302.6 Dwelling/Garage Fire Separation. <br />The garage shall be separated as required by Table R302.6. <br />Openings in garage walls shall comply with Section R302.5. <br />Attachment of gypsum board shall comply with Tab;e R702.3.5. <br />The wall separation provisions of Table R302.6 shall not apply to <br />garage walls that are perpendicular to the adjacent dwelling unit <br />wall: <br />• From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or <br />equivalent applied to garage side. <br />• From Habitable Rooms Above Garage - Not Less than 5/8" <br />Type-X Gyp. Bd. or equivalent. <br />• Structure(s) Supporting Floor/Ceiling Assemblies - Not Less <br />than 1/2" Gyp. Bd. or equivalent. <br />• Garages Located Less Than 3 Feet From Dwelling On The <br />Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied <br />to the interior side of exterior walls that are within this area. <br />R312.2.1 Window Sills <br />In dwelling units, where the top of the sill of an operable window is <br />located less than 24 inches (610 mm) above the finished floor and <br />greater than 72 inches (1829 mm) above the finished grade or <br />other surface below on the exterior of the building, the operable <br />window shall comply with one of the following: 1. Operable <br />windows with openings that will not allow a 4-inch-diameter (102 <br />mm) sphere to pass through the opening where the opening is in <br />its largest opened position. 2. Operable windows that are provided <br />with window fall prevention devices that comply with ASTM F2090. <br />3. Operable windows that are provided with window opening <br />control devices that comply with Section R312.2.2. <br />Chapter 45 Private Swimming Pools <br />Outdoor swimming pools shall be provided with a barrier <br />complying with R4501.17.1.1 through R4501.17.1.14. <br />M1507.2 Re -circulation of Air <br />Exhaust air form Bathrooms and toilet rooms shall not be <br />re -circulated within a residence or to another dwelling unit and <br />shall be exhausted directly to the outdoors. Exhaust air from <br />bathrooms and toilet rooms shall not discharge into an attic, crawl <br />space or other areas inside the building. <br />GAS APPLIANCES <br />G.C. to verify location of gas riser before commencement of work. <br />Where gas water heaters are installed. Water heaters shall be <br />installed a min. of 18" above fir. per FBCR G2408.2. Except where <br />appliances that are listed as flammable vapor ignition resistant. <br />WALL LEGEND <br />MASONRY HGT. @ 8'-8" A.F.F. <br />TYP. 2x FRAME WALL <br />BEARING WALL <br />INTERIOR BEARING WALLS NOTED "FLOOR <br />BEARING ONLY" ARE FLOOR SYSTEM <br />SUPPORTING ONLY AND REQUIRES NO <br />UPLIFT CONNECTORS TO FLOOR SYSTEM <br />AREA TABULATION <br />FIRST LIVING 728 S.F. <br />SECOND LIVING 1036 S.F. <br />TOTAL LIVING 1764 S.F. <br />LANAI 60 S.F. <br />GARAGE 379 S.F. <br />ENTRY 62 S.F. <br />TOTAL SQ. FT. 2265 S.F. <br />INSULATION REQ. <br />LOCATION R-VALUE / TYPE <br />EXT CONC WALL R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED <br />EXT FRAME 2 x 6 R-19 KRAFT FACED <br />CONDITIONED CEILING R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />(GARAGE 1 LIVING) <br />e+n <br />Q <br />N " <br />M <br />'o <br />Ica <br />I? W <br />o to w ,cM.a <br />m <br />�o <br />.. 'tn .= !V y- <br />N O �p <br />3 =' d <br />o .5. <br />� o <br />_ Cy <br />I �4 N'� <br />o• <br />^II�\DLO <br />i0 <br />To the best of the Engineer's knowledge, information and belief, <br />e structural plans and specifications contained within these <br />the aura p a sp <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineer's <br />signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineer's signature and seal. <br />th <br />W <br />d <br />�€ <br />0 <br />0 co 8 <br />0 <br />® <br />0 <br />� 0 a N r <br />00tq <br />) <br />in <br />� <br />N M v u <br />J <br />C tL <br />JLLi� w a <br />Z <br />o N <br />V <br />.`? ho�cc <br />w <br />W <br />in <br />0) m <br />() Z J <br />e'g <br />z <br />N <br />O U V <br />W83 <br />o❑ <br />r <br />- N 3 <br />o g <br />N <br />_ <br />I <br />- N <br />2 <br />VQ) <br />u <br />�P_ <br />LU <br />C' cc <br />t` <br />U <br />0 <br />ru g <br />V) <br />c w <br />�V) <br />X_ <br />C) <br />11J J <br />r _ E <br />s 8111111311111111011M <br />(� <br />J O N <br />Q 2 6 <br />O <br />Id <br />sm <br />lIllilliIiiiiipi <br />o <br />M <br />a <br />w <br />Z <br />M <br />J <br />,- <br />w o <br />¢ <br />� <br />E <br />O <br />E U <br /><= <br />o, <br />00 <br />z <br />H <br />_ <br />O E <br />O <br />R0 <br />a <br />ao <br />o <br />0 <br />1zz <br />wo <br />J <br />t <br /><o <br />m0 <br />0 <br />fn <br />C <br />o U <br />O, <br />Z , <br />_ <br />J <br />N0 <br />�m <br />Q W <br />�z <br />Cn 2 <br />�2, <br />Zz <br />'o <br />y� <br />Q > <br />2< <br />mW <br />O <br />OV <br />w4 <br />a <br />,3 <br />zl'. <br />0 <br />O Q <br />i <br />e <br />> U) <br />� <br />0 <br />0 <br />^, <br />L <br />CO <br />Q <br />z <br />to <br />m <br />L / <br />O <br />'2 <br />h <br />M <br />-0 <br />co fV <br />Q <br />CD <br />-0 <br />� N <br />Lin <br />�--' <br />ce) <br />E <br />Z <br />M N <br />o <br />Z <br />E (D <br />0 <br />c <br />a <br />E <br />o .. <br />0 °a <br />a <br />d 0 <br />JOB <br />NO: <br />22-12352 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />■ <br />
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