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56-10" <br />A <br />65'-0" <br />W <br />I I 5-SH C� - - - - R&S - - - - BUILDER TO 1-------_.--- <br />°36 ae° 6"DPr N PROVIDE <br />INEN I W.H. APPLIANCE I I I K TYP @ <br />-; -- p PROTECTION I I I S4 GARAGE <br />a, I WHEN REQUIRED I I I OPENING <br />' OWNER'S SUITE ;B r W.I.C. 2'-6" PER FBC <br />8'-0" CLG <br />8'-0" CLG. 00 TIE - . M� <br />CARPET CARPET T I m 2 CAR GARAGE I i I <br />I I I <br />I ZN 8'-0" CLG. 3„ <br />OU)W 1 T-8" - - - T-0"; 7-8" 20'-O8 I I U 8°I <br />`'w 2668 I I <br />I 0O I I <br />HANSON I <br />p <br />BOX @ 36" EDGE OF SLAB 2" <br />o BEYOND WALLA.F.F. WS60"x36" DRYER VENT W <br />SHOWER HRU ROO <br />_- -- - - <br />&5� <br />(3) 2x4 #2 SPF w/ FIBERGLASS <br />" RROU DTT2Z @BASE X IIIIIII IlIIIII <br />D <br />T <br />TYP @ 1 STORY 0 - -- I'L <br />A 5'-11$" I 4'-0" PT. W OPT. DA!x c`il NOTE: FINISHED-V� I- (A WALLS TO BE <br />' L:'aJiFLUSH. VERIFYIN <br />_ AHU�IIco I i I I( FIELD. I I <br />_TILE 1 L -__-- ---__ <br />-+Y'l - K CC <br />! S3 (3) 2x4 #2 SPF w/ <br />R.A.G. 28 8 DTT2Z @ BASE <br />L FAMILY R M _ _ <br />O M 2:12 VAULTED CLG.` ^ g'-4" CLG. -� <br />o I CARPET -- -- <br />CID_ µ -ENTRY <br />23' 8" 3'-10" T-8" 10'-10$' TLI 7 „ 4, „ <br />Y' b"" 8 -0"CLG. <br />I -HDR AT T-4'_LILL <br />j <br />------- <br />�� R&S <br />- R&S ----- 2668 �co 2668 r T <br />5'486-10„ 4'-78'-8"4'-0" 1 V-714'-6" 5,�„ M I iv T_6„ <br />_ I 5068 B.F. 4068 B.F. <br />I � � <br />r i ! �--- --- ----- OPT. <br />o I o I _ _ REF. T- BEDROOM 2 N �° W! <br />PATIO CAFE c----------- <br />'- O r - <br />-- I 8'-0"CLG. BEDROOM 3 ''j` P BEDROOM 4 <br />VAULT. CLG. ,� N D.W. I -1 -- I CARPET T-0" CLG. �` �I r I 8'-0" CLG. <br />0 O fn CARPET r Q J 'L _ 24 _ J 8 3 ", <br />co I c�i USINK CARPET I-4--c'rCll CD <br />CARPET <br />(n i ,w/DISP I r 1 -1 ILE I 2" <br />i 21'-2" ( - RIP r -T-T- L. 2 „ 2, „ 10' 4" r 1U-42' 2' 4' I 5' 32, <br />WE <br />iI Tit E00 <br />_� <br />PNTY 0- m <br />■ ��' I RANK- N - - Q� - Mw <br />FLT CAL m <br />36 _ 36"'�o I FIBERGLASS _ I - <br />v EP)AD - - - - - <br />00. <br />- 5 SH I SURROUND <br />J111111111777TIF I I I I I W77�71 111110 111111. 11171 [N I I I I I I I I I I I I I I 1110 150 11111111 <br />i I r 16" DEEP I M <br />H B EGRESS EGRESS <br />A <br />O S3 (D <br />15'-10" <br />o� <br />60 <br />TYP @ 1 <br />STORY <br />/ H <br />O <br />0 <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/ 112" <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 />18JX254 <br />S.H. <br />13 <br />20X38J <br />184X374 <br />S.H. <br />14 <br />20X50J <br />184X50 <br />S.H. <br />15 <br />20X63 <br />182X622 <br />S.H. <br />16 <br />20X72 <br />18JX711 <br />S.H. <br />11-12 <br />271/4X26 <br />26X25 <br />S.H. <br />11-13 <br />271/4X38i <br />26x374 <br />S.H. <br />1 H4 <br />27 4 X 50 J <br />26 x 50 <br />S. H. <br />11-15 <br />27JX63 <br />26X621/2 <br />S.H. <br />1 H6 <br />27 J X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37JX26 <br />364X251/2 <br />S.H. <br />23 <br />37 J X 38 J <br />36 4 X 37 3/4 <br />S.H. <br />24 <br />37JX50J <br />36JX50 <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 />361 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 4 X 25 <br />S.H. <br />33 <br />54 X 38 i <br />52 J X 37 J <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 />52 J X 62 <br />S.H. <br />36 <br />54 X 72 <br />52 J 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 />TIE WALLS TOGETHER BY ROTATING <br />BLOCKS EVERY OTHER COURSE <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 />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 />DA <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 />O <br />+26.6 / -29.1 <br />O <br />+26.6 / -33.5 <br />OG <br />SEE SN SHEET �H 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 />1 +29.7 / -39.7 <br />WALL LEGEND <br />MASONRY HGT. @ 8'-0" 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 "A1" (TRA) <br />1ST FLOOR LIVING AREA 1936 <br />LIVING TOTAL 1936 <br />GARAGE 416 <br />FRONT ENTRY 20 <br />TOTAL AREA 2372 <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 />FLOOR PLAN - ELEV-Al <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 />SCALE: %4"=1 r-Orr <br />GARAGE SEPARATION <br />(GARAGE / LIVING) <br />R-11/R-13 KRAFT FACED <br />N <br />0 <br />N <br />N <br />N <br />M <br />0 <br />• et; 1�!fP9fit <br />;vti'� t.t-' �Yfr 'rive <br />ov- <br />s <br />�a <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 <br />Flor da Building Code - <br />Residential 7th Edition. 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