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Cm <br />LO <br />r- <br />Ln <br />CN <br />LO <br />LO <br />C� <br />C) <br />CID <br />C�4 <br />t2 <br />LO <br />C'4 <br />LO <br />LO <br />rr <br />CID <br />CN <br />LO <br />t2 <br />LO <br />CR <br />LO <br />LO <br />LO <br />0 <br />0 <br />C14 <br />E <br />1.2 <br />a) <br />E <br />ID <br />r 7 <br />04 <br />Cl- <br />tr) <br />C14 <br />C=> <br />S14 <br />M <br />C <br />-1 <br />C <br />(*� YP @ 2 STORY <br />43'-0" <br />VERIFY METER LOC I T& <br />WITH BUILDER . <br />15'-0" <br />I <br />S-0" <br />110 <br />N <br />9 <br />CN <br />5-SH <br />DE <br />16" DEEP <br />VERIFY LOCATION <br />r-7 <br />24 <br />OPT. <br />LF <br />ELECTRICAL PANEL <br />F - - - - - - - - - - - - - <br />7 <br />--PANTRY <br />2668 B.F <br />8 rA <br />\_ <br />2x6 WALL <br />rK <br />REF. <br />12'-8" <br />4-8`� <br />1> <br />10 <br />�2868 <br />80 <br />a_ <br />KITCHEN <br />0 <br />V <br />10 <br />8'-&'FLAT CLG. F, <br />N <br />_T]LE- <br />0 <br />0 1 Lu <br />0 <br />rc C <br />3. 36 <br />- - - - - - - - - -- - - <br />S3 <br />< <br />Lu <br />F-- - - - - - - - - - <br />cle <br />W <br />0 <br />- 1 <br />It <br />-1 <br />EDGE OF SLAB 2" 7 <br />> <br />0 <br />BEYOND WALL <br />CD <br />r, <br />4'-0" <br />6'-2" 6-6" <br />41-1011 <br />2U-6" <br />(�o <br />2 CAR GARAGE <br />I F_ <br />DINING ROOM <br />8'-8" FLAT CLG. AFF <br />PATIO <br />Q 8'-8" FLAT CLG. <br />U) CARPET <br />BUILDER TO PROVIDE <br />-ENTRY <br />00 <br />2'-6" APPLIANCE PROTECTION <br />CD <br />C) <br />WHEN REQUIRED PER FBC <br />I D <br />8'-8" FLAT CLG, <br />U') <br />2X4 #2 SPF W1 <br />S3 <br />L - - - - - - - - - - - <br />AFF <br />10 <br />(3) 16d TOENAILS <br />P W' <br />(3) 2X4 #2 SPF W/ <br />= <br />C14 <br />BASE <br />qAILSI <br />(3) 16d TOENAILS <br />� <br />N <br />0 <br />@ BASE <br />__%V <br />CD <br />#2 SPF <br />(3) 2X4 #2 SPF W/ <br />z. <br />(3) 16d TOENAILS @ <br />TYP 2 STORY BASE <br />(3 <br />0 <br />7 F70YER I <br />(2) #5'S <br />@ <br />0�1 <br />CY) <br />3068 <br />0 <br />0, <br />0 <br />01 0 <br />0 0 <br />8'-8"' LAT CLG <br />F <br />u_ <br />u_ LL <br />TILE <br />0 <br />C) <br />16-483" <br />3--8" T-8" T-15" <br />1. 6-0" 4'-2" L <br />LO <br />r- <br />L? <br />2068 <br />X <br />H DR AT 7'-4" - - - - - - <br />C? <br />2" <br />C? <br />5-SH <br />2x6 WALL <br />\-(2) #5'S <br />co <br />40 <br />'FLiD <br />PLUMBING LINE <br />C� <br />U? <br />LO <br />00 G--'-- <br />rG G C14 <br />TO SECOND <br />(70 <br />9 <br />R <br />FLOOR I A[ <br />_R1 <br />3) 2X4 #2 SPF <br />18'-8!'FLAT G . <br />FLEX <br />L F- <br />FAMILY ROOM <br />W/ (3) 16d TI�E <br />8'-8" FLAT CLG. <br />TOENAILS@ 1001-� <br />CARPET I <br />8'-8" FLAT CLG. <br />BASE <br />o? <br />CARPET <br />12 <br />42" SLOPING C? <br />u? <br />HALF WALL <br />FLOOR G.T. <br />10 <br />9 <br />50 <br />75 <br />1 2 3 41 51 61 7 1 <br />I I I I I I <br />up I I I I I <br />16R G co <br />S3 <br />0_1 <br />H.B.� <br />TYP @ 2 STORY <br />L 2-24 #2 SYP (3) 2X4 #2 SPF W/ <br />BEAM wl (4) 12d (3) 16d TOENAILS <br />NAILS EA. PLY @ BASE <br />4'-0" <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />(2) - 2X6 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X8 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X 10 #2 SYP W/ 1/2" <br />FLITCH PLATE <br /><@>(2) <br />- 2X12 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 1 3/4" X 11 1/4 LVL <br />2.OE Fb=2950 <br />(2) - 1314" X 9 1/4" <br />LVL 2.OE Fb=2950 <br /><e>(2) <br />- 13/4" X 16" <br />LVL 2.OE Fb=2950 <br />(2) - 1 314" X 7 1/4" <br />LVL 2.OE 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 />I , <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 />18JX25i <br />S.H. <br />13 <br />20 X 38 J <br />18 J X 371 <br />S.H. <br />14 <br />20 X 501 <br />184 X 50 <br />S.H. <br />15 <br />20 X 63 <br />184X624 <br />S. H. <br />16 <br />20 X 72 <br />18 4 X 714 <br />S.H. <br />11-12 <br />27 1/4 X 26 <br />26 X 25 J <br />S.H. <br />11-13 <br />27 1/4 X 38 28 <br />26 x 37 1 <br />S.H. <br />11-14 <br />27JX50i <br />26 x 50 <br />S.H. <br />11-15 <br />27 J X 63 <br />26 X 62 1/2 <br />S.H. <br />11-16 <br />27 J X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37JX26 <br />364X25 1/2 <br />S. H. <br />23 <br />374X38i <br />364 X 37 3/4 <br />S. H. <br />24 <br />37 J X 50 J <br />36 4 X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 4 X 62 112 <br />S.H. <br />26 <br />37 1 X 72 <br />36 4 X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />734WIDE <br />S.H. <br />32 <br />54 X 26 <br />524X25i <br />S.H. <br />33 <br />54 X 38 J <br />524X37i <br />S. H. <br />34 <br />54 X 50 J <br />52 J X 50 <br />S. H. <br />35 <br />54 X 63 <br />524X621 <br />S.K <br />36 <br />54 X 72 <br />52 JX 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"=V-0" <br />General Notes <br />R302.5 Dwelling/Garage Open I ng/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 R302.1 1, 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. Ed. 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. Ed. or equivalent. <br />• Garages Located Less Than 3 Feet From Dwelling On The <br />ame o ess an yp. . or equ va en app e <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 />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 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 />A%') A <br />+29.7 -32.2 <br />+29.7 / -39.7 <br />+28.3 -30.8 <br />+28.3 / -37.0 <br />+26.6 -29.1 <br />+26.6 / -33.5 <br />SEE N SHEET SEE SN SHEET <br />low. <br />140MPH <br />NMM� <br />111AIr:l A.111r: 11 A. <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 />WALLLEGEND <br />1111111111H111111 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 11B 1 11 <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 />EXT CONC WALL <br />EXT FRAME 2 x 4 <br />EXT FRAME 2 x 6 <br />CONDITIONED CEILING <br />ALLIE/TYPE <br />R-4.1 HIGH PERM <br />R-1 1 /R-1 3 KRAFT FACED <br />R-19 KRAFT FACED <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION I R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />"11 <br />LC7 <br />C2 <br />_J <br />C14 <br />C: La- C3- <br />C'4 <br />= cc <br />E <br />C, <br />CID J <br />Cz <br />CD <br />LJ C13 <br />CL, C= <br />L <br />E <br />'It <br />"a, <br />bRo <br />5 <br />C'.4 <br />V411 <br />L <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. Engineer's signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineers signature and sea]. <br />ggg,T-M V) <br />%10_3 S <br />0, <br />0 <br />'5 Lr) ly Z. <br />U) r- I-- <br />(N 0 <br />u7 <br />LL LL CL <br />cc C: U) <br />g <br />g <br />kv <br />= (0 3: <br />9 0 <br />W <br />LL <br />0 2 oo� <br />U5 <br />0 <br />L-0 <br />C14 Z <br />z <br />< W 0 <br />d 0 6 Q <br />0 <br />(D M L <br />< <br />0 Q� <br />(D <br />4-1 <br />m <br />Lu. <br />M <br />D*V) <br />0 <br />U#1 <br />LU <br />E <br />0 . <br />< 0 <br />U_ <br />C6 E <br />2 <br />cw�_ 0 <br />E <br />cu <br />E <br />'0 <br />< <br />00 <br />� c) <br />0 <br />t0 <br />ro <br />2! <br />0 <br />z <br />1 z <br />om <br />Z <br />son <br />NM <br />0 < <br />1cr <br />�,;5 <br />0. <br />'0 <br />2 C:) <br />U) <br />L0 <br />LO <br />M <br />0 <br />CID <br />C:) <br />=3 (D <br />07 <br />0 <br />0 <br />U) <br />_J <br />N <br />>, <br />tf <br />LO <br />< <br />0 <br />0 <br />ILL <br />_�e <br />U co <br />C) <br />ca 04 <br />M <br />M <br />LO <br />c) <br />LO <br />< <br />LO <br />E <br />C.0 r- <br />L0 <br />6 <br />M <br />z <br />E <br />U) <br />2 <br />cc <br />C <br />E <br />0 0 <br />_J <br />6 <br />C: <br />JOB <br />NO: <br />23-06135 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />V_1FV_1___F__F __F1 I I I 1 1, J11111 1 11 1 L. 114i., _­ _V 1-1 _T __TT ------ TF-i t - I __T_ if <br />