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0 <br />0 <br />H.B. <br />OA <br />S3 <br />25-SH <br />EGRESS <br />O <br />25-SH <br />EGRESS <br />1 <br />0 <br />. <br />5-SH <br />- <br />: <br />----- <br />'� <br />- <br />--- N <br />'6 <br />16' DEEP <br />j <br />FIBERGLASS• <br />I <br />A <br />NTRY =w <br />I <br />SURROUND <br />F--I g� w <br />TYP @ 1 to <br />RAING <br />Ak <br />` <br />N'o�, <br />o <br />I <br />-- _T_ <br />TB <br />STORY <br />HiEl <br />- <br />°° <br />21-2 <br />-� <br />-;--- <br />- <br />10'-4" <br />10'-44" <br />2'-4' <br />I <br />P L 5 <br />11'-0' <br />Ci `� <br />O `\1 <br />� CAFE <br />`` <br />r_ _, SI Kwl ISP - <br />N < c7 I D.W. I <br />_0 _ <br />I <br />I <br />I <br />BEDROOM 3 <br />, „ <br />'�+'� 2„ <br />i B . 1"i <br />8_ Ci.�. <br />_ - <br />BEDR OM 4 <br />8 0 CLG. <br />rn <br />a <br />VAULT. CLG. <br />N v I I o <br />`, -_ - - _ _ _ : L <br />f <br />BEDROOM <br />�� <br />2 CARPET <br />IL <br />n Z qG <br />CA PETCARPET <br />.- <br />_PATIO <br />C_]�-4 <br />I <br />8-0 CLG. <br />CARPET <br />r�o w k <br />Z-� <br />9 <br />�O <br />w <br />- <br />I <br />OPT, <br />4 <br />uyto i. -. <br />}. -- <br />REF. <br />M <br />- <br />I-- <br />-- <br />I <br />5068 B.F. <br />068 B.F.LM <br />4'-0" 11-7'1 <br />--- ; - <br />I 6'-10" <br />8'-8" <br />5'-4" <br />14'-6" 5' <br />T-6" <br />4'-7" <br />t---- <br />- - - - - - - - - - - - - - - ~ <br />2668 `FI) <br />2668 _ <br />--- <br />- <br />R&S <br />- - - - - - - <br />M <br />N <br />R&SX <br />------- <br />HDR AT T-4" <br />r <br />1 <br />.3 <br />I I <br />23'-8" <br />3'-10" T-8" 10'-108 <br />l <br />- <br />6„ <br />5.3 <br />~� <br />a <br />YF � � IIENTRY <br />LID <br />- <br />CLG. <br />= <br />2:12 VAULTED CLG. r <br />to-t---r <br />j <br />9' <br />3068 I <br />I 8'-0" CLG. <br />C <br />CO � <br />FAMILY RM <br />VILEI- - <br />T <br />: <br />_ <br />N <br />I <br />9'-4"CLG. <br />q <br />R.A.G. <br />CARPET <br />28158 <br />(3) 2x4 112 SPF w/ <br />d <br />K DTT2Z @ BASE <br />_ <br />C T. <br />I <br />n <br />--- <br />- _ --- ---I-- <br />-}- <br />S3 <br />3 S3 <br />1 <br />_ <br />r <br />* <br />S�--------------- <br />- - - - - - - - --- <br />to <br />AHU <br />8'- G. <br />NOTE: FINISHED I I <br />WALLS TO BE <br />lIILE I <br />r--� <br />n <br />FLUSH. VERIFY IN I I <br />S3 rA <br />F-1 it' <br />4.0 � j <br />1 <br />- <br />I I 11 <br />I I l l <br />I I I <br />I FIELD. I I <br />I <br />I <br />OPT. D PT. <br />I I I <br />TYP @ 1 STORY <br />I <br />-_-- <br />- <br />11 4nl <br />I I I <br />-- ---- <br />� <br />j` <br />I I I <br />G <br />(3) 2x4 #2 SPF w/ <br />DTT2Z BASE <br />BRGSS <br />SURROUND <br />U <br />� <br />II <br />1IIII1IIII <br />000 <br />cv 3 <br />---- <br />1 a1 1 <br />HANSON <br />r;60"x <br />°0 <br />1 0 <br />SHOWER <br />BOX @ 36' <br />S <br />A.F.F. <br />°' <br />1 Cr9- <br />Oppoocc <br />4`r° <br />I <br />DRYER VENT <br />EDGE OF SLAB 2" <br />IlIIIIIII <br />5-3p` <br />10' <br />THRU ROOF <br />BEYOND WALL <br />OE") <br />2668 78. <br />20'-03" <br />11T-8" <br />I <br />E"w <br />`rF <br />W8'-0" <br />� <br />8'-0" CLG. <br />C, <br />fiB. <br />60 <br />■ <br />OWNER'S SUITE <br />CLG.- <br />BUILDER TO PROVIDE <br />I <br />I <br />I <br />I <br />8�� CLG. 0 '_ <br />. <br />TI E-; --- <br />- <br />CARPET <br />2 -6" APPLIANCE PROTECTION <br />I <br />I <br />I <br />CARPET <br />� <br />O WHEN REQUIRED PER FBC <br />i <br />K TYP @ <br />W <br />II <br />I <br />GARAGE <br />S4 OPENING <br />0II <br />P' <br />D <br />VERIFY LOCATION <br />c,4 ELECTRICAL PANEL <br />L_--_--_----- <br />- <br />R&S <br />m6" <br />r <br />K)Ia0 <br />VERIF METER <br />LOCATION WITH <br />BUILDER <br />T H.B3'-0" <br />1-4„ <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/ 112" <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 />20 X 26 <br />18 } X 25 <br />S.H. <br />13 <br />20 X 381 <br />184 X 37 J <br />S.H. <br />14 <br />20 X 501 <br />18 i X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 J X 624 <br />S.H. <br />16 <br />20X72 <br />184X714 <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 } <br />S.H. <br />1 H3 <br />27 1/4 X 38 J <br />26 x 37 1 <br />S.H. <br />1 H4 <br />27 � X 50 � <br />26 x 50 <br />S.H. <br />1H5 <br />27JX63 <br />26X621/2 <br />S.H. <br />1H6 <br />271X72 <br />26X711/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 J 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 501 <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 />73 J WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 } X 25 } <br />S.H. <br />33 <br />54 X 38 J <br />52 J X 371 <br />S.H. <br />34 <br />54 X 50 J <br />52 } X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 J X 62 } <br />S.H. <br />36 <br />54X72 <br />52+JX71J <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 />FLOOR PLAN - ELEV-Bl <br />SCALE: Y4'=1'-0" <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 />Is From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or <br />equivalent applied to garage side. <br />Is 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 />Is 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 />Indwelling 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 />OA <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />-30.8 <br />(D <br />+28.3 / -37.0 <br />�E <br />+26.6 / -29.1 <br />O <br />+26.6 / -33.5 <br />�G <br />SEE SN SHEET HC� 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 />WALLLEGEND <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" <br />1ST FLOOR LIVING AREA 1936 <br />LIVING TOTAL 1936 <br />GARAGE 416 <br />ENTRY 24 <br />TOTAL AREA 2376 <br />PATIO 23 <br />INSULATION REQ. <br />EXT CONIC WALL <br />R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 <br />R-11/R-13 KRAFT FACED <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 />GARAGE SEPARATION I R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />e.a <br />N <br />C <br />N <br />o <br />N <br />Ego <br />�- F a <br />O <br />c � a <br />too <br />d tv Y <br />d <br />n CD <br />a' <br />3 M <br />3 <br />ai a <br />a <br />ro <br />toto <br />= <br />E <br />o <br />d U <br />co <br />w <br />.1I <br />14 <br />z <br />FLOC . <br />l''�'atlllntttl���� <br />To the best of the Engineer's knowledge, Information and belief, <br />the structural plans and specifications contained within these <br />drewings comply with the 2020 <br />Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />in <br />W <br />Q <br />$ C <br />V <br />0 <br />N <br />n <br />of <br />Q <br />U)ticp � <br />Cnn v » LL <br />J LL LL LL W <br />o <br />-•o- a �Z <br />F p <br />04 <br />WrR9jOu <br />mCi <br />Z <br />1- <br />d !- <br />Ci N ZIL <br />ZN <br />OU � 0 <br />W <br />El <br />z <br />_§1 <br />z 1Z, <br />J <br />d <br />E3 <br />U) <br />N <br />N�N <br />M <br />z <br />� <br />N <br />(13LL, <br />�U <br />o <br />O <br />W <br />JAW <br />Vt/1co <br />c :: <br />W � <br />x <br />U_ <br />_9 <br />Ow <br />ZO <br />E <br />F- <br />�s <br />R <br />oa¢C <br />Uo <br />z04 <br />� <br />.Q3 Lo <br />w <br />io <br />z <br />fd <br />y Cx <br />_ C <br />to <br />U <br />gLL <br />g� <br />8 <br />Z <br />W <br />A � <br />U <br />O <br />=F <br />F <br />(� <br />U <br />O <br />� <br />O <br />J <br />V) <br />Ln <br />d <br />Im <br />M <br />C <br />CL <br />co <br />J O <br />O <br />r <br />V) <br />(V <br />M <br />Lin <br />t- <br />1 <br />N <br />0) <br />0 <br />cD <br />O <br />Lid <br />QT <br />^ <br />T <br />ti <br />E <br />r <br />Z <br />Z <br />E r <br />ILU <br />_J <br />Q p <br />JOB <br />NO: <br />22-08310 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1 <br />r <br />r <br />