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43'-0" <br />f <br />P @ 2 STORY <br />H.B. <br />i <br />N <br />N <br />5-SH <br />16" DEEP <br />OPT. <br />----- <br />i.2668BF <br />8 <br />IIIIIII <br />II <br />IIIIIII <br />24 2a <br />REF. <br />12'4 <br />2x6 WALL <br />60 <br />I> <br />m <br />III1 <br />Q0H� <br />2 <br />� <br />1KITCHEN <br />`F T CLG.;LL <br />0 <br />u. <br />M <br />O <br />I <br />Iw <br />00 <br />CC <br />o IJ <br />I <br />3. 36 36 .3 <br />O <br />W <br />I <br />{ <br />0 r -_- -- -- -- -- <br />I F <br />I <br />in <br />O <br />_ <br />LJ Li <br />EDGE OF SLAB 2" <br />I <br />I <br />> I <br />w <br />IO <br />N� <br />BEYOND WALL <br />I <br />1 <br />O I <br />1 <br />6-2"6'-6" <br />4'-10' <br />20'-6" <br />co I <br />2 CAR GARAGE <br />I I F -I <br />1 <br />T <br />DINING ROOM <br />8'-8"FLAT CLG. AFF <br />PATIO <br />8'-8" FLAT CLG. <br />I I I <br />O CARPET <br />W <br />BUILDER TO PROVIDE <br />I I I <br />0 <br />2'-6" APPLIANCE PROTECTION00 <br />I I I <br />EO o <br />WHEN REQUIRED PER FBC <br />I p I I <br />m <br />O <br />(3)2X4#2SPF W/ <br />I S3 I I <br />L - - - - - - - - --- <br />10 <br />(3)16d TOENAILS <br />CC (3) 2X4 #2 SPF W/ 4'-0" '-0" <br />T <br />N @ BASE <br />S3 (3)16d TOENAILS <br />N <br />o <br />(3) 2X4 #2 SPF W/ <br />W.H. <br />@ BASE <br />sr <br />0 <br />o <br />(3)16d TOENAILS @ <br />BASE <br />--- ---I- - - - - - - - <br />(2) #5'S <br />io <br />TYP 2 STORY <br />� <br />fr �I <br />I <br />FOYER --'------ I <br />@ <br />3068 <br />J <br />O OI O <br />8'-8" FLAT CLG.- j <br />- B <br />`" <br />S6 <br />tJi twi tJi <br />TILE <br />o <br />0 <br />16'-4' <br />a <br />T-8" T-8" T-6" <br />6'-0" <br />ui <br />r, <br />N <br />-- ,- <br />TRIG <br />2068 B.F. <br />- " <br />HDR AT 7 4 -- - <br />----------- <br />8'-8" FLAT CL <br />-- A1=F <br />-----------I <br />q <br />00 <br />T <br />5-SH2x6 <br />T <br />WALL <br />4'4" <br />0.. <br />(2) #5'S N <br />_ <br />00 _ <br />�1 FL T <br />PLUMBING LINE <br />ih <br />O rah <br />GG c00 O G _ <br />TO SECOND <br />co <br />S3 �I - - <br />FLOOR �I <br />-D. <br />(3) 2X4 #2 SPFs -8 FL G -- -- <br />FLEX <br />ROOM <br />-tTIE_ <br />W/ (3)16dFAMILY <br />8'-8" FLAT CLG. <br />TOENAILS @ <br />CARPET I <br />8'-8" FLAT CLG. <br />BASE - 12 - _ <br />= <br />CARPET <br />42" SLOPING °P <br />C <br />r <br />HALF WALL ° 11 °' <br />A <br />M O <br />FLOOR G.T. <br />_ 10 <br />I <br />o_ <br />00 <br />_ _ _ <br />_ _ __ __ <br />1 12 I 31 41 51 I I9 <br />AC PAD 3ACPAD <br />Up I I I I I I I 0 <br />Tl <br />16R M <br />I <br />TYP @ 2 STORY <br />J <br />S6111110111110111110111111111110111111111111 <br />I I I I I IS3 I <br />1110111117 <br />illy <br />H.B. <br />J <br />S6 <br />TYP @ 2 STORY <br />(3) 2X4 #2 SPF W/ (3)16d 1 <br />TOENAILS @ BASE 8 <br />38'-0" <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 91/4" <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 />20X26 <br />184X254 <br />S.H. <br />13 <br />20X38J <br />184X37J <br />S.H. <br />14 <br />20 X 501 <br />18 4 X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 4 X 62 4 <br />S.H. <br />16 <br />20 X 72 <br />18 4 X 714 <br />S.H. <br />1 H2 <br />271 /4 X 26 <br />26 X 25 } <br />S.H. <br />11-13 <br />271/4X38 <br />26x371 <br />S.H. <br />1 H4 <br />27 J X 50 i <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 />27JX72 <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 />734 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 J X 25 i <br />S.H. <br />33 <br />54 X 381 <br />52 J X 371 <br />S.H. <br />34 <br />54 X 501 <br />52 4 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 J X 62 4 <br />S.H. <br />36 <br />54 X 72 <br />52 4 X 71 } <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 />r <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 Table 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 />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 />M 1507.2 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 flr. 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 />DE <br />+26.6 / -29.1 <br />O <br />+26.6 / -33.5 <br />GO <br />SEE SN SHEET <br />MW140MPHJ"" <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 />11111111 <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 11131 It <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 CONIC WALL <br />R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 <br />R-11/R-13 KRAFT FACED <br />FIRST <br />FLOOR <br />PLAN <br />- <br />ELEV-B1 <br />EXT FRAME 2 x 6 <br />CONDITIONED CEILING <br />R-19 KRAFT FACED <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />1/ I GARAGE SEPARATION JR-11/R-13 KRAFT FACED <br />SCALE: /l4 r=1 r-0rr (GARAGE / LIVING) <br />.. <br />N. <br />��i <br />Q' • f••�S <br />ti <br />r <br />U <br />ff <br />•�'• <br />IF 1. <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineer's signature and <br />seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />N <br />F <br />o E `gym r <br />OD N " N <br />an0 <br />LL <br />0 <br />« O m <br />rn 'oo °� <br />J <br />sc `� a <br />dirNi a <br />LL w <br />a Y <br />M LL LL <br />d <br />Ia <br />V <br />Z <br />ti " <br />K <br />c <br />19 <br />- . 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