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(i�YP @ 2 STORY <br />H.B. <br />C14 <br />0, <br />5- <br />16" <br />16 <br />"SH <br />D E E <br />DEEP <br />PA�-.' <br />D <br />r <br />24 24 <br />OPT, <br />C14 <br />S3 <br />- - - - - - - - - - - - - <br />j266B <br />t t <br />REF. <br />. <br />266 <br />F� <br />2x6 WALL <br />12'-E <br />_8 <br />'-8" <br />J> <br />19 <br />50 <br />10 <br />C0 <br />1 < <br />V <br />2368 <br />1 <br />KITCHEN <br />/,\\ <br />10� <br />10 <br />0 <br />\\< <br />H1 <br />-8�'FL�T �LG. <br />LL <br />CO <br />C14 <br />z <br />Q� 10 <br />0 W <br />0 <br />rcc_,� <br />1 <br />3. 36 3 <br />ui <br />#1 <br />rr <br />C? <br />L _J __J <br />Lil <br />EDGE OF SLAB 2" <br />1 <br />> <br />10 <br />C"! <br />BEYOND WALL <br />4'-0 <br />6-2" <br />6-6 <br />4% <br />10" <br />20'-6" <br />2 CAR GARAGE <br />I F- <br />DINING ROOM <br />8'-8" FLAT CLG. AFF <br />PATIO <br />8'-8" FLAT CLG. <br />CARPET <br />U) <br />BUILDER TO PROVIDE <br />0 00 <br />2'-6" ',APPLIANCE PROTECTION <br />co (.0 <br />0 <br />WHEN REQUIRED PER FBC <br />D <br />LO <br />0 Sr <br />(3) 2X4 #2 SPF W/ <br />'3) <br />S3 <br />L - - - - - - - - - - - - <br />�FW <br />16d TOENAILS, <br />P 4'-0' <br />(3) 2X4 #2 SPF W1 4'-0" �'-O' <br />(f <br />C14 BASE <br />@ <br />F\( <br />qAILS <br />(3) 16d TOENAILS <br />(3) 2X4 #2 SPF W/ <br />@ BASE <br />C) <br />(3) 16d TOENAILS @7 <br />BASE <br />_(2) #5'S <br />TYP 2 STORY <br />�-:J IJ <br />d d d <br />(ER <br />@ <br />rr, <br />3068 <br />0 01 0 <br />0 0 0 zo <br />8'-8" FLAT CLG. <br />(B <br />C14 <br />�� �6 <br />U_ U_ u_ <br />TILE <br />116%4j" <br />11 T-8" T-8" 3'-6" <br />6-0" 4'.2" <br />TR)�l <br />T <br />N <br />20168 B..F <br />L <br />8'-8" FLAT C <br />HDR AT T-4" UCIL <br />X <br />2" DEEP' 00 <br />5-SH <br />6 WALL <br />4-4-011N_(2) <br />#5'S <br />C1`1 <br />7 210 <br />PLUMBING LINE <br />Cl) <br />u? <br />LO <br />00 O'G <br />KGG <br />TOSECOND <br />CY) <br />'UpW <br />FLOOR <br />(3) 2X4 #2 SPF I <br />8'-8" FLAT GJ <br />FLEX <br />FAMILY ROOM <br />16d 7 <br />8'-8" FLAT CLG. <br />TOENAILS @ <br />CARPET I <br />8'-8" FLAT CLG. <br />BASE <br />12 <br />00 <br />.1 <br />CARPET <br />+42" SLOPING C? <br />0? <br />0 <br />HALF WALL 11 <br />U') <br />CY) <br />FLOOR G.T. <br />�7 <br />10 <br />0) <br />9 <br />zo <br />V- LL <br />r_; 411 1�1 1�'T I <br />172 1 3 1 1 1 1 1 11 <br />PAD lAr, p <br />I ! I I I I I I r <br />I <br />UP - lie <br />I <br />16R iGG <br />(IS3 <br />TYP @ 2 STORY <br />G) <br />I I I <br />,AC <br />'WEIT <br />111 1111*11111 <br />I I I I <br />I I I I I I I 111 11111111. <br />1111111177,747 <br />111* 11111* <br />1111111711 <br />is I I 11. <br />11111111111* <br />H.B.� (i) <br />TYP @ 2 STORY <br />(3) 2X4 #2 SPF W/ (3) 16d <br />TOENAILS @ BASE <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />(2) - 2X6 #2 SYP W1 1/2" <br />FLITCH PLATE <br />(2) - 2X8 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X1 0 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 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) - 1 3/4" X 9 114" <br />LVL 2.OE Fb=2950 <br />(2) - 1 3/4" X 16" <br />LVIL 2.OE Fb=2950 <br />(2) - 1 3/4" X 7 1/4" <br />LVL 2.OE Fb=2950 <br />(2)-2X4#2SYPW/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 />REQUIREDSTUDS <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 />184X254 <br />S.H. <br />13 <br />20 X 38 J <br />184X37i <br />S.H. <br />14 <br />20 X 50 J <br />1817X 50 <br />S.H. <br />15 <br />20 X 63 <br />184X62i <br />S.H. <br />16 <br />20 X 72 <br />18 1 X 71 <br />S.H. <br />11-12 <br />27 1/4 X 26 <br />26X254 <br />S.H. <br />11`13 <br />27 114 X 38 <br />26 x 37 1 <br />S.H. <br />11-14 <br />27 J X 50 J <br />26 x 50 <br />S.H. <br />11-15 <br />27JX63 <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 />37 J X 26 <br />364X25 1/2 <br />S.H. <br />23 <br />37JX38i <br />36 4 X 37 3/4 <br />S.H. <br />24 <br />37 J X 5018i <br />36JX50 <br />S.H. <br />25 <br />37 J X 63 <br />364X62 112 <br />S.H. <br />26 <br />37'4 X 72 <br />36 7'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 />52 J2 X 25 -21 <br />S.H. <br />33 <br />54 X 381 <br />52 JX 37 1 <br />S.H. <br />34 <br />54 X 501 <br />52JX50 <br />S.H. <br />35 <br />54 X 63 <br />524X 62" <br />S.H. <br />36 <br />54 X 72 <br />52 4 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 />(' Anp.r;;l 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 rotected 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 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 />win owswi openings a wi no a ow a -inc - iameer <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 />AS 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 <br />+29.7 -32.2 <br />� �D <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 SN SHEET SEE SN SHEET <br />MPH <br />i <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 />BEARINGWALL <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 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 />LOCATION <br />R-VALUE/TYPE <br />EXT CONIC WALL <br />R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 <br />R-1 1 /R- 13 KRAFT FACED <br />PLAN <br />- <br />B1 <br />EXT FRAME 2 x 6 <br />R-19 KRAFT FACED <br />FIRST <br />FLOOR <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION JR-11/R-13 KRAFTFACED <br />SCALE: )/4"=V-0" 1 (GARAGE f LIVING) <br />::J <br />C14 <br />L E K,k, <br />c <br />CO t4o PE7,8750 <br />S. T C <br />OF <br />P <br />% <br />fo <br />f.:,! <br />To the best of the lznglnee�s knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. Engjnee�s signature and seat Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />CD <br />U� <br />E <br />8 <br />I- <br />00 <br />4t <br />`4 6 ED <br />Co <br />4t LL <br />0 <br />.2 0 a) <br />00 <br />L-2 - <br />Lu <br />P4. <br />NO <br />Lu <br />u_ a. <br />0 <br />0 <br />Co LL LL <br />_J <br />u:J <br />CL Lu <br />. 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