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0 <br />F_? <br />J <br />A J TYP @2 <br />S3 S6 STORY <br />VERIFY METER <br />LOCATION WITH <br />BUILDER �. � H.B. <br />TP �r---------, <br />Fo <br />R&S <br />b VERIFY LOCATION <br />______ <br />F <br />I <br />I <br />I I <br />I <br />CO <br />= <br />O``' <br />O <br />I I <br />I W• I, C, I <br />W <br />N ELECTRICAL PANEL <br />TYP <br />GARAGE <br />K I I <br />L„ c7 <br />w <br />SURROUND <br />,5 I ,- „ I <br />m I 8 g FLAT CLG. I <br />2' <br />0 <br />BUILDER TO PROVIDE <br />6" <br />I OPENI <br />I <br />S4 ( I <br />G <br />I I <br />__CARPET <br />7tBATH <br />APPLIANCE PROTECTION <br />I <br />I <br />w <br />14'-9" <br />3' 4" 2868 3'-4"TB <br />I T-7" I <br />WHEN REQUIRED PER FBC 21' 4" <br />I <br />-- - <br />I <br />I� <br />OWNE IS SUITE <br />'�Ir <br />- I <br />- <br />0 <br />2 CAR GARAGE <br />I ¢ <br />1 1 IO <br />8'-8" LAT CLG. <br />O, � I <br />8'-8" FLAT CLG. AFF <br />IIto <br />IC <br />RPET <br />2068 B.F. 8'-8" ac 2668 I <br />I I I I to <br />q <br />LINEN TILE tL (3) 2X4 #2 SPF GG I <br />5 SH o o W/ DTT2Z @ S3 <br />1 w I I Iz - <br />I O O I I IJ io <br />I I l T <br />0 <br />0o <br />r <br />N <br />16" DEEP BASE <br />J <br />o i <br />TYP @ 2 STORY <br />- <br />R&S <br />PTL W PLUMBING LINE <br />°' <br />K <br />I 1 I I <br />I I I I <br />I I J <br />1 FLR. G.T.SECOND <br />T <br />S6 <br />F1 OR <br />O <br />U. <br />HANSON BOX <br />I I I <br />o <br />PDW � @ 36" A.F.F. <br />'� U DRYER VENT <br />„ <br />+42 SLOPING <br />I I I I <br />CD <br />$ F CLG.G Q <br />HALF WALL <br />I I I <br />1 <br />0 ILE Q PT. D-T_HRU_W_ALL 10 - - - <br />® <br />I I I <br />I- <br />C7 <br />i 0 LAU N. I 9 __ Ill <br />N <br />T <br />NOTE: FINISHEID <br />8' 8" FLAT CLG. I 8 _ I 12 <br />- - - <br />EDGE OF SLAB 2" <br />I I <br />I WALLS TO BE LUSH. I I <br />_J Ar- <br />TILE _ - - <br />WIEL 7----- 1113 <br />BEYOND WALL <br />IVERIFY INFIELD. I I <br />I� <br />1' 4' SH 5 g <br />14 <br />------ - --- <br />O rn <br />N <br />D2: 5 - -- ---- <br />5 <br />T <br />D <br />(3) 2x4 #2 SPF S3 <br />_ <br />868 <br />2868 2 G r 16 rF <br />w/DTTZ AT BASE iv <br />o <br />- <br />71 <br />-Alm <br />Fo�ELG I 1= <br />HM <br />PATIO <br />I FLR. G.T. <br />s'-t3" FLAT CLG. IM <br />-cv <br />o <br />I <br />16-4�„ <br />I <br />4,_0„ 5, 8" T-4" T-114" <br />TILE 2-67 <br />4 <br />cD <br />(n <br />_ <br />I <br />O 02 <br />I IN <br />Q <br />(3) 2X8 #2 SPF WI <br />0 <br />w 21 <br />' LOW WALL OR <br />�iN <br />6'6� t. <br />I <br />ENTRY <br />LO <br />WI DTT2Z BASE oo <br />C <br />Z <br />I 0z RAINING PER SPEC. <br />8'-8" FLAT CLG. AFF <br />m <br />HD RATT4" <br />FA I LY R M <br />( <br />; i KITC H E <br />so I <br />I ¢ <br />NOTE: FINISHED WALL <br />FLR. G.T. <br />N <br />4'-0" g 8" FLAT CLG. <br />CARPET <br />CAFE <br />8'-8" FLAT CLG. op <br />c� <br />_J <br />I i o 8'-8" FLAT°CLG. <br />I <br />I I TILE <br />I AH <br />W I O <br />TO BE FLUSH. VERIFY I <br />FIELD. <br />I <br />60 <br />CARPET `o <br />11 o <br />■ <br />('� <br />Z <br />O <br />FLEX <br />' <br />I <br />60 <br />1 i 1 - <br />8'-8" FLAT CLG. <br />I - <br />I `4 <br />N1 <br />1 11 D.W. <br />5 <br />H 16" DEEP <br />CARPET I <br />I <br />PANTRY <br />I <br />L- <br />10 1 <br />a <br />L <br />U)1 <br />6T <br />O <br />o <br />N <br />_ _ <br />u <br />I N <br />IW <br />r <br />26,_ - <br />I 11'-6Z" <br />4 6' <br />r- <br />12,-44„ <br />10 <br />ILU <br />`r <br />AC PAD AC PADLL <br />1 <br />in <br />24 24 24 <br />-------------- <br />OPT. REF. <br />F�- <br />2468 <br />24 <br />(n <br />5-SH <br />16" DEEP <br />1 <br />10 <br />10 c <br />ILL <br />0 � <br />I0 <br />Iw <br />R------ <br />H.B. 25-SH <br />A OA J TYP @ 2 STORY <br />S3 S6 <br />22'-3" L 33'-9" <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 3/4" 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 W/ 1/2" <br />Follow Q/S4. See Plan for <br />RAG <br />FLITCH PLATE <br />Bearing Wall Cali 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 />20 X 26 <br />18 4 X 25 } <br />S.H. <br />13 <br />20 X 38 J <br />18 } X 37 i <br />S.H. <br />14 <br />20 X 501 <br />18 } X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 J X 621 <br />S.H. <br />16 <br />20X72 <br />184X714 <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 251 <br />S.H. <br />1H3 <br />271/4X381 <br />26x371 <br />S.H. <br />1 H4 <br />27 4 X 501 <br />26 x 50 <br />S.H. <br />1 H5 <br />271 X 63 <br />26 X 621 /2 <br />S.H. <br />1H6 <br />274X72 <br />26X711/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 4 X 25 1/2 <br />S.H. <br />23 <br />37 J X 38 J <br />36 4 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 4 X 62 1/2 <br />S.H. <br />26 <br />37 J X 72 <br />36 4 X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 J WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 } X 25 J <br />S.H. <br />33 <br />54 X 381 <br />52 } X 371 <br />S.H. <br />34 <br />54 X 501 <br />52 J X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 } X 62 } <br />S.H. <br />36 <br />54 X 72 <br />52 } X 714 <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: Y4"=1'-0" <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 />OPENING PRESSURES <br />ENCLOSED- EXPOSURE "C" <br />O <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />OD <br />+28.3 / -37.0 <br />OE <br />+26.6 / -29.1 <br />QF <br />+26.6 / -33.5 <br />GO <br />SEE SN SHEET H� SEEN 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 />1 +29.7 / -39.7 <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 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 1793 <br />SECOND FLOOR LIVING 1109 <br />LIVING TOTAL 2902 <br />GARAGE 437 <br />ENTRY 13 <br />TOTAL AREA 3352 <br />PATIO 24 <br />INSULATION REQ. <br />LOCATION <br />R-VALUE / TYPE <br />EXT CONIC 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 />(GARAGE / LIVING) <br />R-11/R-13 KRAFT FACED <br />N <br />cm <br />l+O <br />o <br />� W <br />49 t d N <br />H G W C1 <br />�o <br />3= 4vY <br />o. 4y <br />y w <br />.� E C <br />X <br />3 <br />3 <br />�d4v� <br />' M <br />0 <br />� E <br />ii <br />tr <br />tv <br />cv <br />U <br />r <br />. _. C;n <br />To the best of the Engineers knowledge, Information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Resldential nth Edition. Engineer's signature and seat is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />QCollpO <br />N d O b <br />y r <br />C <br />M <br />4C <br />N O qy LL <br />q C7 -- J <br />W UJ <br />_ <br />cq U_ . 0. <br />a <br />v <br />OC <br />t?0 <br />04 0 <br />MZ a <br />*ILC, <br />9 <br />U5 <br />_ W <br />❑� <br />z <br />tJ 1 <br />a <br />CD <br />s <br />4- <br />� <br />N <br />U <br />04�, <br />® <br />� <br />t <br />I <br />U <br />c <br />Q Y <br />0 <br />N <br />114 � <br />o <br />U_ <br />0 <br />v <br />~ <br />Q <br />u <br />00 <br />cj VVq <br />"ate <br />dz <br />U;,C <br /><o <br />�zd <br />m2 <br />pa <br />Z <br />magio<w <br />sz <br />?> <br />� O <br />az <br />W <br />" <br />O <br />T <br />J <br />o <br />Na <br />,_ <br />w` <br />5 <br />�0 <br />M <br />y ¢ uu�� <br />U 1 <br />c 0 <br />Lin <br />W <br />LO <br />rn <br />.-.LO <br />co <br />O <br />0 <br />1 <br />TM <br />U) .2 O <br />N,^ <br />W <br />m <br />L + <br />O <br />0 <br />ILL. <br />Oi I <br />_!1c <br />t0 co <br />0-) <br />00 <br />m o <br />LO <br />N <br />Q <br />aoLO n <br />T <br />i✓ (�• <br />o <br />cc <br />Z <br />E T <br />m w? <br />`m <br />c <br />a <br />o <br />U .� <br />v <br />Q 0 <br />JOB <br />NO: <br />23-06141 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1.1 <br />