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OWNER'S BATHROOM <br />SCALE: 3/8" =l'-0" <br />4 <br />60 <br />o <br />MIRROR <br />} Ii�i�ifl <br />j <br />Ifr <br />1 <br />j <br />11 <br />J <br />-1 <br />- <br />F- <br />® <br />LJ <br />BATHROOM 2 <br />SCALE: 3/8" = V-0" <br />STAIR DATA: <br />18 RISERS @ 7.153" <br />17 TREADS @ 10" <br />TOTAL RISE = 10'-8 3/4" <br />TOTAL RUN = 14'-2" 42" KNEE WALL <br />WITH 1x8 CAP & <br />3/4" PLYWOOD CASING (AT 2nd <br />DECKING �� FLOOR ONLY) <br />iD <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 />20 X 381J <br />18 J X 37 J <br />S.H. <br />14 <br />20 X 50 J <br />18 J X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 4 X 62 4 <br />S.H. <br />16 <br />20X72 <br />18JX71J <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25J <br />S.H. <br />1 H3 <br />27 114 X 38 J <br />26 x 371 <br />S.H. <br />1 H4 <br />27 J X 501 <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 />1H6 <br />27JX72 <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 } <br />36 J X 37 314 <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 } <br />S.H. <br />33 <br />54 X 38 i <br />52 J X 37 i <br />S.H. <br />34 <br />54 X 501 <br />52 } X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 } X 62 J <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 />DRYWALL <br />1 1/2" MIN. CLEARANCE <br />(2) 2X8 w/ 1/2" <br />FLITCH HEADER <br />SLOPE CEILING TO <br />\ MATCH STAIR RISE <br />0 <br />F. FL. F. FL. ih <br />-------- - <br />IT <br />4 17 -- 1 1/4" TO 2" DIA <br />16 HANDRAIL NO <br />15 LESS THAN 34" <br />14 NOR MORE <br />13 U THAN 38" ABV. <br />12 Z TREAD NOSING <br />t <br />CONT. <br />HAND RAIL METAL <br />HANDRAIL <br />BRACKET <br />BLOCKING AS <br />REQUIRED <br />tG <br />F. FL. <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 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/ 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 />Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 <br />and R302.7. <br />Riser height: <br />The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading <br />edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by <br />more than 3/8 inch. <br />Tread depth: <br />The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the <br />vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The <br />greatest tread depth within any flight of stairs shall not exceed the smallest by more than 318 inch. <br />Winders: <br />Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the <br />foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread <br />depth of not less than 6 inches at any point within the clear width of the stair. <br />Nosings: <br />Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than <br />9/16 inch or a bevel not exceeding '/2 inch. A nosing projection not less than 3/4 inch and not more than 1114 <br />inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing <br />projection by more than 3/8 inch within a stairway. <br />Handrails: <br />Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more <br />risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of <br />ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be <br />continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly <br />above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety <br />terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the <br />handrails. <br />Grip -size: <br />Handrails with a circular cross section shall have an outside diameter of not less than 1114 inches and not greater <br />than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. <br />Guards: <br />Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, <br />that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches <br />horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, <br />porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the <br />adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have <br />openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in <br />diameter. <br />Under -stair protection: <br />Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and <br />any soffits protected on the enclosed side with 1/2-inch gypsum board. <br />it 18'-4" <br />1'4" 13'-4" <br />IN .1 <br />... - <br />.■. <br />CD <br />MI O <br />rn <br />N <br />OP <br />b) <br />t4 55 <br />�1) D1 <br />TYP. U.N.O <br />-v <br />;1. <br />oI O Lo <br />N <br />ih N <br />v <br />io <br />16" SQUARE- <br />CMU COLUMN <br />VERIFY <br />AC PAD LOCATION OF <br />A/C PAD <br />HB <br />IIf <br />HI <br />►�► <br />• <br />•:•:•:•: <br />• <br />�•G01 <br />I <br />►-k. <br />► <br />►:: <br />�®ram <br />I <br />•ii <br />J <br />GREAT ROOM <br />9'-4" FLAT CLG. <br />CARPET <br />13'-8" <br />-r <br />GG <br />S3 <br />4'-4" <br />*NO UPLIFT* <br />Q <br />S4 <br />FL-RG. LINE_ <br />N 00 I rn <br />ca <br />IX <br />FOYER N <br />f <br />CAPPED <br />UP <br />9'-4" FLAT CLG. 2868 <br />g <br />TILE <br />O 09 <br />oo EDGE OF SLAB 2" °P <br />~ TT.O.M BEYOND WALL N W.H. <br />9' 4„ <br />© 3068 <br />I <br />2'-0 , 4'- [1'-0- <br />1 <br />2'-4" 414. <br />E N Y Cn <br />9'-4" CLG. A.F.F. <br />CONCRETE <br />®®-----0--- - <br />oo O <br />2-6" <br />OT <br />BUILDER TO <br />PROVIDE <br />APPLIANCE <br />PROTECTION <br />WHEN <br />REQUIRED PER <br />FBC <br />1-CAR GARAGE <br />9'-4" FUkT <br />CLG. <br />CONCRETE <br />0 <br />N <br />10 <br />r--------- <br />------� <br />;0 <br />I <br />I <br />I <br />I <br />00 <br />I <br />I <br />■ <br />I LINE OF 2nd STRY. <br />I- - <br />ABV. I <br />- t <br />;0 g <br />1 **NOTE <br />* I <br />co O <br />0I <br />BLK. WALLS A <br />RE 8'-8" I <br />1 TALL FOR "A" <br />NIT 5'-8' <br />FROM FRONT <br />OF <br />c0c <br />1 <br />1 GARAGE- <br />K <br />1 TYP. @ <br />I S4 GARAG <br />I <br />_ <br />8'xT GARAGE <br />DOOR <br />1'-4" 5'-8" 1'-8" 8'-0" 1'-8" <br />T-0" 1 V-4" <br />8'-8" 18'-8" <br />18'•4° T.O.M. T.O.N <br />1ST FLOOR PLAN - UNIT -A 1532 <br />SCALE: X"=V-0" <br />140C <br />REV 10.1.20 CAB <br />EXTERIOR 2ND FLOOR <br />BEARING WALL SCHEDULE <br />HEIGHT <br />STUD <br />SPECIES <br />SPACING <br />SPF #2 <br />8'-0" <br />2x4 <br />SYP #2 <br />16" O.C. <br />SPF #2 <br />9'-0" <br />2x4 <br />SYP #2 <br />16" O.C. <br />SPF #2 <br />>9'-0" <br />2x6 <br />SYP #2 <br />16" O.C. <br />FILLED CELL LEGEND <br />CONT. FILLED CELL FROM FOUNDATION TO 2ND <br />FLOOR <br />® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO <br />LINTEL) <br />® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO <br />BOND BEAM) <br />* WHEN THE TOP OF WALL IS GREATER THAN V-9', THEN AT <br />EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE - <br />STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS <br />@ 12" O.C.` <br />THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR <br />FINISH 3'-4" <br />WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. <br />REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS- 1'-4" 1'• <br />a <br />MOD 25 SH <br />( 39" x 59") <br />EGRESS <br />18'-4" <br />12'-0" <br />MOD 25 SH <br />( 39" x 59" ) <br />EGRESS <br />OWNER'S <br />55 BEDROOM <br />D1 <br />" FLAT TYP. U.N.O. ® �4a I 8'-0CARPETLG. <br />r I <br />- 6,-4" 4'-4" 7-0" <br />_ I <br />® �M.CC. R&S <br />r (� o p O. BAT 1 22"x36"---------- <br />\L/ 8'-0" FLA CLG. ATTIC i - , I A <br />s CARP / <br />T ACCESS �\Y/ (C <br />00 <br />CD <br />\00 <br />\ 8� FLAT CLG j <br />`" I N / ICARPET <br />\LJ L _v_ -J I <br />I <br />I R&S <br />S <br />N A r • 2868 <br />aP _ <br />iio � <br />ET^ <br />7P. ' <br />cc <br />N <br />60"x ZAHU <br />°P WER P I~ 1C <br />n o U R/A I I 1 <br />4,-4„ 3-4- <br />LOFT <br />■ `4 8'-0" FLAT CLG. I I 14 <br />N CARPET �I 1° <br />II <br />W01 I I I 17 <br />D1 <br />YP. Cn I I UP f <br />7' A.F.F. L� <br />0 1/2 WALL <br />D( ba CAPPED <br />■ T <br />5'-4 1'-10" N 9'-6" <br />cV O sIV <br />0 <br />0 u 2668 <br />"' N BAT � <br />8'-0" FLAT CLG 1 <br />CARPII <br />4 M.C. <br />I WIC <br />8'-0" FLAT CLG. <br />z I CARPET 266$ <br />s N <br />Icc 1 in <br />ZD <br />I - <br />------ - - - - M BEDROOM 2 <br />R&S <br />8'-0" FLAT CLG. <br />Id 41 illy_ CARPET <br />Z G.T. - - - <br />r G.T. - - - <br />L <br />in <br />MOD 25 SH <br />(39" x 59") <br />I EGRESS <br />A <br />2ND FLOOR PLAN UNIT -A 1532 <br />SCALE: Y"=V-0" <br />D1 <br />LO <br />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <br />Q <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />DO <br />+28.3 / -37.0 <br />DE <br />+26.6 / -29.1 <br />FO <br />+26.6 / -33.5 <br />GC� <br />SEE SN SHEET HO 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 />+29.7 / -39.7 <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 />• From the Residence & Attics - Not Less than 1/2" Gyp. Bd. 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. Bd. or equivalent. <br />• 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 />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 />WALL LEGEND <br />2-STORY MASONRY WALL W/ <br />BOND BEAM HGT. AT 10'-8" <br />TOP AT 18'-8" <br />MASONRY HGT. @ 9'-4" A.F.F. <br />MASONRY HGT. @ 8'-8" A.F.F. <br />MASONRY PARTY WALL <br />TYP. 2x FRAME WALL <br />BEARING WALL <br />INTERIOR BEARING WALLS NOTED "FLOOR <br />BEARING ONLY" ARE FLOOR SYSTEM <br />SUPPORTING ONLY AND REQUIRES NO UPLIFT <br />CONNECTORS TO FLOOR SYSTEM <br />AREA TABULATION <br />1ST FLOOR 677 S.F. <br />2ND FLOOR 864 S.F. <br />TOTAL 1541 S.F. <br />GARAGE 246 S.F. <br />LANAI 110 S.F. <br />ENTRY 42 S.F. <br />TOTAL SQ. FT. 1939 S.F. <br />INSULATION REQ. <br />LOCATION R-VALUE / TYPE <br />EXT CONC WALL R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED <br />EXT FRAME 2 x 6 R-19 KRAFT FACED <br />CONDITIONED CEILING R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />OG.C. TO COORDINATE PLUMBING TO AVOID <br />CONFLICT WITH STRUCTURAL WD. COL. <br />Q ti <br />M <br />L <br />.._ M <br />Z -i3 C7 <br />C Cv =- <br />(Z C �1 <br />U C, ; ; <br />- 0) <br />U) <br />U) <br />y L] <br />f <br />- C) _+ <br />tE>aaaar <br />p63 PPr <br />o <br />w•: U�,•;'�' '"•ICJ ���•• ram• <br />CV <br />► <br />rri«traaa�ttec�� <br />To the best of the Engineers knowledge, Information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code <br />- <br />Residential 7th Edition. Engineers signature and seal <br />Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W Co <br />r` <br />N � a► <br />N ! J <br />5 N as "�� <br />0 <br />3LO J"a <br />.4 g s2: <br />a <br />z <br />z =tg�°' 0o <br />130 <br />ac <br />a� <br />W °' a' <br />a <br />Z M Z to 0 <br />N ¢WQ <br />O U U -i y <br />W ❑ ❑ ❑ <br />U' <br />z � <br />z <br />N <br />WV) <br />C5- <br />Q) <br />Ca W <br />•U <br />O c <br />w � E <br />8 <br />x <br />r' <br />w <br />Z <br />LL <br />aE <br />9 <br />SLL <br />�� <br />Z® <br />oa <br />Z <br />.6 <br />E <br />g <br />4 <br />CJ <br />,W i <br />fo <br />u$ <br />W <br />¢� <br />m � <br />0 <br />Z <br />� c <br />y <br />ZCZ <br />J <br />U <br />10 <br />N <br />Wg <br />U <br />I= <br />o <br />o <br />11 <br />5 <br />1 <br />° 3 <br />c <br />r <br />3 <br />ai <br />+ <br />0 <br />T <br />'Cy' <br />c6 <br />_ <br />' <br />CVIDI <br />• <br />T <br />,� s <br />•- <br />r <br />V T <br />C^t� <br />O o <br />04 <br />00 <br />a <br />� GI N <br />1193- <br />Lo <br />C? <br />ui <br />T <br />t- <br />m <br />Q <br />Z <br />E 0 4) <br />p <br />c <br />� <br />JOB <br />NO : 21-17099-17106 <br />SCALE : AS NOTED <br />SHEET NO. <br />3 <br />1-0 J _9 U <br />-- 8 p <br />Z <br />5 g <br />2x STRINGERS--/ <br />- 3 - <br />2 L.JHANDRAIL DETAIL <br />1 F. FL. <br />14 2" 2x4 #2 SYP. P.T. THRUST SCALE: 3" =1'-0" <br />BLOCK W/(2)-1/4"x 31/2" <br />TAPCONS @ 16"o.c. AND <br />TYP. STAIR SECTION 3" FROM EA. END. <br />SCALE: 1/4" = V-0" <br />