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3 <br />x <br />m <br />m <br />00 <br />M <br />v <br />0 <br />O <br />J <br />O <br />0 <br />I <br />i <br />m <br />m <br />0`00 <br />M <br />Ln <br />v <br />V <br />00 <br />I <br />N <br />L <br />LO <br />L <br />v <br />cnt7, <br />0 <br />rn <br />c <br />a <br />N <br />0 <br />L <br />E <br />ti <br />E <br />O <br />0 <br />i <br />a <br />tZ <br />U <br />0 <br />UI <br />0 <br />i <br />a <br />0 <br />v <br />J <br />N <br />N <br />N <br />N <br />v <br />0 <br />5 <br />a <br />,•''7 <br />O <br />CV <br />S <br />Pic <br />m <br />v <br />cn <br />c <br />v <br />3 TYP @ 2 STORY O X-(p <br />25-SH <br />VERIFY METER <br />LOCATION WITH <br />BUILDER <br />15' <br />TH.B. <br />EGRESS 7 <br />5-SH 16" DEEP <br />FIBERGLASS <br />D VERIFY LOCATION <br />OP <br />cc ---SURROUND I <br />m <br />PANTRY' w <br />S3 ELECTRICAL <br />TYP. <br />PANEL K <br />os!S I Ir � _ <br />CD (S' <br />, <br />FLAK CLCti w <br />S4 <br />- TB 2 in <br />L. <br />11 -4" <br />T LE- !.6'-1io <br />in <br />21'-02' I - - - - -------- <br />Uj <br />PLUMBING <br />I <br />I <br />_L_I <br />{ I <br />oo __ <br />� <br />LINE TO <br />I <br />I <br />I <br />T r� <br />�! <br />SECOND <br />I <br />I <br />I <br />M 1 �a <br />2x <br />ALL <br />FLOOR <br />I <br />I <br />I <br />8 8'1 F T CLG - z v) <br />GGLU <br />G Z <br />S3 <br />- <br />6 <br />2 <br />CAR GARAGEBEDROOM <br />86- <br />S.Ci <br />6 WALL <br />8_ • FLAT CLG. <br />- <br />H2 <br />8'-8" FLAT CLG. AFF <br />OPLUMBING <br />IIlIII <br />IlIIII <br />@ 2 STORY <br />LINE TOLO <br />CARPETSECOND <br />oTYP <br />IIII <br />FLOOR <br />EDGE OF SLAB 2" <br />p= <br />3"X3P.L. 1.8E <br />BEYOND WALL <br />AT T-4" <br />W/ HTT4 @BASE <br />ry2668 <br />w <br />cD <br />can <br />----- <br />CC W/O <br />>HDR <br />- - -_ <br />O O <br />S3 UPLIFT <br />I o <br />I <br />I <br />4'-0" <br />- _-- <br />coo <br />I <br />I <br />30 30 <br />y <br />I <br />CD <br />r <br />I <br />I <br />RANGE <br />1'-4" <br />T-0" 2'-2" <br />14 0' <br />5'- 0'PATIO <br />CAFE <br />:_. <br />CHEN KIT <br />-- <br />BUILDER TO PROVIDE <br />II <br />I264" <br />0. <br />o <br />O <br />8 -8 FLAT CLG. <br />8'-8" LAT CLG <br />~ <br />I <br />AP <br />PROTECTION WHEN <br />i <br />°� <br />CARPET <br />TILE <br />OL <br />REQUIR ED PER FBC <br />I NOTE: FINISHED <br />I <br />2'-6" <br />WALLS TO BE FLUSH. <br />I I <br />SINKOblsP� <br />VERIFY IN FIELD. <br />L- <br />oo`� <br />. <br />D.W. O O <br />i I <br />jo! <br />_ <br />O <br />= <br />-------- -- <br />K <br />---------^ <br />I I I <br />� <br />1111i III III loll <br />6'-10" <br />4' -2"L <br />2'-3" <br />+ <br />3068 I <br />FOYER I,_ <br />* iv <br />M <br />8'-8" FLAT CLG. <br />OLL <br />m <br />19'-101" <br />2 <br />T-71 <br />3'-4" z <br />4, 1y, in <br />2 <br />4', I <br />--'' i <br />6 -0" - -y I - - - 4'-4" I-0" <br />00 <br />v <br />o0 <br />N <br />I <br />�I <br />I <br />NTRY <br />I <br />`O <br />+42" SLOPING <br />HALF WALL <br />`L � I <br />4 <br />HDR AT T-" <br />�I I <br />8'-8" FL�ATCLG.AI`Fi. <br />I <br />--------- <br />- - - - - - - - <br />1 <br />GGH2 <br />r <br />S3 <br />60 <br />�°-3 <br />STOR. <br />N <br />MFAMILY <br />.- <br />RM ^ <br />- - - <br />- <br />6s LOLG PE C. <br />3'X3' P.L. 1.8E <br />4 <br />8'-8" FLAT CLG. <br />W/ HTT4 @ BASE -- --5 <br />b <br />CARPET <br />---- <br />FLEX <br />6 <br />-----7 <br />---- <br />0 <br />8'-8" FLAT CLG. <br />O <br />' <br />CARPET <br />Cl) <br />8 <br />1 1 <br />`f <br />60 <br />--- <br />9 <br />"n <br />----- <br />GG <br />F_ <br />TYP @ 2 STORY <br />50 <br />-- - -- <br />GG rN <br />S3 <br />� <br />AC <br />PAD 9AC PAD <br />S3 M <br />+42"SLOPING <br />S6 <br />HALF WALL <br />H.B.. TYP @ 2 STORY D D <br />S3 1 S3 <br />S6 8 <br />- <br />42'-0" <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H1 <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 11 114 LVL <br />2.0E Fb=2950 <br />H6 <br />(2) - 1 3/4" X 9 1/4" <br />LVL 2.0E Fb=2950 <br />H7 <br />(2) - 1 314" 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 W/ 112" <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 />WINDOW SCHEDULE <br />SIZE <br />R.O. CMU <br />(Flange) <br />R.O. FRAME <br />(Fin) <br />TYPE <br />12 <br />20X26 <br />184X25J <br />S.H. <br />13 <br />20X38J <br />18JX37Jq <br />S.H. <br />14 <br />20X50J <br />184X50 <br />S.H. <br />15 <br />20X63 <br />18�X62� <br />S.H. <br />16 <br />20X72 <br />18JX71J <br />S.H. <br />1 H2 <br />27114 X 26 <br />26 X 25 } <br />S.H. <br />11-13 <br />271/4X38 <br />26x371 <br />S.H. <br />11­14 <br />27JX50J <br />26x50 <br />S.H. <br />iH5 <br />274X63 <br />26X621/2 <br />S.H. <br />11-16 <br />27JX72 <br />26X711/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 'X 25 1/2 <br />S.H. <br />23 <br />37 J X 38 J <br />36 J X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 J <br />36 J X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 J X 62 1/2 <br />S.H. <br />26 <br />37 J X 72 <br />36 J X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 X 25 } <br />S.H. <br />33 <br />54X38J <br />52 X37J <br />S.H. <br />34 <br />54 X 50 J <br />52 4 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 7' X 62 <br />S.H. <br />36 <br />54 X 72 <br />52 J X 71 J <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 />FIRST FLOOR PLAN - ELEV-B1 <br />SCALE: %4"=1'-0" <br />C,'PnarnI NntP.q <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 />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <br />OA <br />+29.7 / -32.2 <br />® <br />+29.7 / -39.7 <br />+28.3 / -30.8 <br />OD <br />+28.3 / -37.0 <br />�E <br />+26.6 / -29.1 <br />OF <br />+26.6 / -33.5 <br />OG <br />SEE SIN SHEETHO SEE SN SHEET <br />Mot-14OMPHI <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 />1 +29.7 / -39.7 <br />WALL LEGEND <br />TYP. 2x FRAME WALL <br />BEARING WALL <br />INTERIOR BEARING WALLS NOTED "FLOOR BEARING <br />ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND <br />REQUIRES NO UPLIFT CONNECTORS TO FLOOR <br />SYSTEM <br />AREA TABULATION 1113111 <br />FIRST FLOOR LIVING AREA 1324 <br />SECOND FLOOR LIVING AREA 1762 <br />LIVING TOTAL 3086 <br />GARAGE 496 <br />ENTRY 30 <br />TOTAL AREA 3612 <br />PATIO 24 <br />INSULATION REQ. <br />LOCATION <br />R-VALUE / TYPE <br />EXT CONC WALL <br />R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 <br />R-11/R-13 KRAFT FACED <br />EXT FRAME 2 x 6 <br />R-19 KRAFT FACED <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION <br />R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />p <br />e <br />[� <br />uu <br />o :5 a <br />X <br />c rc U <br />CD <br />m <br />E <br />W <br />Al A6 �tS �F g�R <br />it <br />�4.,`roQ•�'��4Yrt'Q <br />�CW N �%z <br />� <br />•p <br />� <br />°• Cd <br />e <br />4u <br />0- <br />Fr, q•/i#r�r-'. <br />� � l E, y's :°4 K. <br />To the best of the Engineer's knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential <br />7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />W <br />a <br />�E <br />0 <br />8 <br />(� <br />0 <br />ON O c o <br />ro <br />e <br />Q <br />ni <br />00 <br />D CO m <br />u <br />rII <br />Q <br />rnti�_0 J <br />N O *k <br />N co It LLJ <br />LL W <br />J u-Q. <br />Z <br />W <br />Co � o Co <br />I <br />O: <br />W <br />@Nm O <br />� rn m <br />Z <br />U) Lu <br />J <br />N NZ <br />Z <br />N O U o <br />W <br />❑❑ <br />o <br />z <br />� N <br />Q Q <br />a <br />N <br />N <br />z <br />C0 <br />Q1Jl <br />0 <br />u- <br />'tom • <br />T <br />(n <br />® .� <br />U <br />O <br />oUna <br />V) <br />55 <br />a <br />in <br />_ E <br />� <br />C) o N <br />c W Y <br />c <br />o <br />co <br />w <br />M <br />J <br />Z <br />� <br />Z <br />Q <br />� <br />Q o <br />�oo <br />=o <br />�o <br />o <br />,� <br />Qo <br />z© <br />a <br />r`�Or - <br />�o <br />co E <br />oa <br />ao <br />� <br />aI <br />� <br />N t <br />wo <br />ww <br />� J <br />� <br />cn c< <br />c <br />Q <br />oo <br />m <br />o° <br />Z <br />Z <br />m <br /><� <br />¢w <br />�Z <br />Z <br />Q <br />W <br />co <br />C) 3 <br />0� <br />w <br /><o <br />a <br />�F <br />� <br />ap <br />w <br />�� <br />= <br />zl< <br />a <br />3 <br />O <br />L <br />'n <br />ai <br />T <br />ca <br />CO <br />0 <br />:0r <br />L0 <br />� <br />C <br />r <br />ID <br />m <br />L + <br />W <br />M <br />�± <br />' O <br />Y / <br />0 <br />cn <br />+' N <br />� <br />OO <br />O <br />LL N <br />C� <br />0 <br />N <br />Lip <br />M <br />r <br />E <br />5 <br />M <br />o <br />z <br />ca <br />z <br />z <br />E O <br />ii <br />c <br />`Co <br />a <br />E o <br />U J <br />°o is <br />Q p <br />a�i <br />J <br />JOB <br />NO: <br />23-00527 <br />SCALE : <br />AS NOTED <br />