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m <br />U-) <br />N <br />L <br />>v <br />0 <br />Cn <br />0 <br />a <br />0 <br />0 <br />J <br />N <br />0 <br />I <br />N <br />LO <br />r` <br />N <br />L0 <br />v <br />C <br />cn <br />0 <br />IprJ <br />O <br />0 <br />J <br />N <br />O <br />I <br />M <br />L <br />v <br />V <br />O <br />a <br />N <br />N <br />0 <br />In_ <br />y <br />0 <br />S <br />v <br />J <br />LZ <br />rn <br />0 <br />U <br />v <br />c <br />UI <br />y <br />a <br />G <br />O <br />J <br />N <br />LZ <br />N <br />0 <br />M <br />0 <br />a <br />0 <br />a <br />0 <br />0 <br />W <br />a <br />m <br />0 <br />0 <br />TYP @ 2 STORY <br />J <br />H.B.t S6 <br />(3) 2X4 #2 SPF W/ (3)16d 1 <br />TOENAILS @ BASE 8 <br />1 <br />' <br />S3 <br />AC PAD AC PAD r <br />UP <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />-_ <br />16R <br />12 <br />3456 <br />�11 <br />I9 <br />7160 <br />- - <br />10 <br />FLOOR G.T. <br />42" SLOPING <br />o 11 - <br />_ <br />FAMILY ROOM <br />HALF WALL <br />(3)2X4#2SPF <br />12 _ - - <br />- _ -- -- <br />M O <br />I <br />o0 <br />N <br />f <br />= <br />8'-8" FLAT CLG. <br />W/ (3)16d <br />CARPET <br />TOENAILS @ <br />Y PWD <br />FLEX <br />BASE <br />$ LAT-C)_G <br />GG <br />T E <br />8'-8" FLAT CLG. <br />O c=n <br />00 * <br />CARPET <br />S3 <br />"' <br />FLOOR G. <br />FL <br />M <br />PLUMBING LINE <br />N <br />` <br />TO SECOND <br />(2) #5'S `" <br />0 <br />X WALL <br />5-SH o? <br />FLOOR <br />o <br />T <br />in <br />2068BEF.P <br />---HDRAT7'-4--- _ - - - - - - <br />16'-4g' <br />31-811 T-8" T-6" <br />6-0" 4_2" <br />I <br />JF� <br />S6 (3) 2X4 #2 SPF W/ <br />~ <br />O <br />O <br />~ <br />O <br />r <br />FOYER <br />O <br />1 <br />0 <br />CD <br />TYP @ 2 STORY (3)16d TOENAILS @ <br />OI <br />0 <br />�I <br />O <br />OI <br />�- 3068 <br />8 8" FLAT CLG. <br />I <br />I <br />BASE <br />0 <br />O <br />O <br />TILE -- - <br />I <br />(2) #5'S <br />L <br />LL <br />LL <br />- - - - - <br />OL <br />r <br />-- - <br />(3) 2X4 #2 SPF W/ <br />o <br />W.H. <br />(3) 2X4 #2 SPF W/ <br />CC (3)16d TOENAILS <br />c„ <br />(3)16d TOENAILS <br />S3 BASE <br />N <br />@BASE <br />@-------- --- <br />o <br />o <br />2'-6" BUILDER TO PROVIDE <br />I D I I <br />I S3 I I <br />`° O DINING ROOM <br />APPLIANCE PROTECTION <br />WHEN REQUIRED PER FBC <br />ENTRY <br />o <br />8 " FLAT CLG. <br />8 8 CLG. <br />PATIO CARPET <br />AFFFLAT <br />- <br />- <br />2 CAR GARAGE <br />I I I <br />I I I <br />_ <br />8'-8" FLAT CLG. AFF <br />I I I <br />4'-0" 11" 6-6" <br />4'-10" <br />20'-6'r <br />I I I m 1 <br />I <br />I <br />I 10 1 <br />I I o l <br />Ile <br />EDGE OF SLAB 2" r <br />BEYOND WALL o� <br />I <br />I <br />I I Q <br />I I 1 <br />n n <br />L----------J <br />I S <br />t-------------JI '- <br />-. <br />I <br />= <br />I 1 <br />co <br />r <br />0 <br />N <br />Q <br />3• 36 36 <br />_ - 3 <br />_ <br />CC <br />I H <br />I l j l <br />- -' <br />i <br />S3 <br />I <br />1 <br />1 10IUJ <br />10 I m <br />IQ <br />KITCHEN ,�y <br />10 <br />8-8 FLAT CLG. <br />H1 <br />I <br />- - - - TI L- <br />LL <br />`q <br />1 2868 <br />� 4'-8„ <br />I <br />I I 10 <br />� <br />I <br />r <br />12'-8"..........w <br />I <br />I <br />I I I <br />1 1 I <br />I <br />-_ <br />-- 24 - Y4 REF, <br />2668 B.F. <br />2x6 WALL <br />I K <br />I S4 <br />I I <br />_ OPT <br />PANTRY = <br />VERIFY LOCATION <br />L <br />16" DEEP <br />_ <br />1 <br />----- - - - ----- - <br />o <br />S3 ELECTRICAL PANEL <br />N <br />5-SH <br />- <br />I <br />N <br />I <br />N <br />15FET771,1H <br />III III <br />Hil <br />J <br />S6 TYP @ 2 STORY <br />VERIFY METER LOCATION <br />WITH BUILDER <br />38'-0" <br />no <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 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 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 />20 X 26 <br />18 4 X 251 <br />S. H. <br />13 <br />20X38ng <br />184X37iq <br />S.H. <br />14 <br />20 X 50 J <br />18 4 X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 4 X 621 <br />S.H. <br />16 <br />20X72 <br />184X711 <br />S.H. <br />11-12 <br />271/4X26 <br />26X254 <br />S.H. <br />11-13 <br />271/4X38J <br />26x37�q <br />S.H. <br />1 H4 <br />27 J X 50 J <br />26 x 50 <br />S.H. <br />1 H5 <br />27 J X 63 <br />26 X 62 1/2 <br />S.H. <br />11-16 <br />274X72 <br />26X711/2 <br />S.H. <br />22 <br />37 a 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 />37JX72 <br />364X711/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 � WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 J X 25 J <br />S.H. <br />33 <br />54 X 38 J <br />52 4 X 37 J <br />S.H. <br />34 <br />54 X 50 a <br />52 4 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 4 X 62 4 <br />S.H. <br />36 <br />54 X 72 <br />52 J 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 />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 />AO <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />0 <br />+28.3 / -30.8 <br />O <br />+28.3 / -37.0 <br />O <br />+26.6 / -29.1 <br />O <br />+26.6 / -33.5 <br />OG <br />SEE SN SHEET OH 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 />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 "6111 <br />FIRST FLOOR LIVING 1093 <br />AREA <br />SECOND FLOOR LIVING 1489 <br />AREA <br />LIVING TOTAL 2582 <br />GARAGE 427 <br />FRONT ENTRY 35 <br />TOTAL AREA 3044 <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 />S <br />T <br />L O OR <br />P <br />LA <br />N <br />`� <br />L <br />E VS <br />1 <br />EXT FRAME 2 x 6 <br />R-1KRAFT FACED <br />FIR <br />F <br />E <br />CONDITIONED CEILING <br />RBLOWN-IN <br />(INSTALLLL 3 BAFFELS AT EAVE) <br />I GARAGE SEPARATION I R-11/R-13 KRAFT FACED <br />SCALE: %4'=1 r-0" (GARAGE / LIVING) <br />N <br />C <br />�CO <br />Lu <br />0 <br />cm <br />, 4 <br />u3 <br />� , <br />co <br />M <br />CU �a 7 <br />M <br />N <br />O <br />N <br />0 <br />0 <br />M <br />�Ad <br />`�4� � 7iat <br />� •i�ti <br />f� <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within <br />these <br />drawings comply with the 2020 <br />Florida Building Code <br />- <br />Residential 7th Edition. Engineer's signature and seal <br />is only for <br />the structural engineering portions of the drawing pages <br />bearing <br />Engineer's signature and seal. <br />W <br />E S N <br />O <br />II� V <br />0 <br />C LIDJ <br />) 00 <br />r-OJ N - . 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