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I� <br />I� <br />5� t° <br />4 �2x STRINGERS <br />F. FL <br />2x4 #2 SYP. P.T. THRUST 14'-2" <br />BLOCK W/(2)-1/4"x 31/2" <br />TAPCONS @ 16"o.c. AND <br />3" FROM EA. END., TYP. STAIR SECTION <br />SCALE: 1/4" = V-0" <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 />e <br />(2) - 1 3/4" X 16" <br />LVL 2.0E Fb=2950 <br />H(2) <br />- 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 />OWNER'S BATHROOM <br />SCALE: 3/8" =1'-0" <br />MIRROR <br />1- <br />Ii{ <br />I <br />-IhI <br />TOWEL BARcn <br />-1 <br />�I <br />1. <br />- <br />Ii#f <br />1 <br />4 <br />ao <br />Q <br />C� <br />Vl <br />t -,- <br />t <br />I <br />I - <br />J <br />BATHROOM 2 <br />SCALE: 3/8" = V-0" <br />STAIR DATA: <br />18 RISERS @ 7.153" <br />42" KNEE WALL 17 TREADS @ 10" <br />WITH 1x8 CAP & TOTAL RISE = 10'-8 3/4" DRYWALL <br />CASING (AT 2nd TOTAL RUN = 14'-2" <br />FLOOR ONLY) // 3/4" PLYWOOD 1 1/2" MIN. CLEARANCE <br />(2) 2x8 w/ 1/2" // DECKING <br />FLITCH HEADER <br />/ <br />/ <br />SLOPE CEILING TO / <br />MATCH STAIR RISE <br />/ M <br />/ <br />F, FL. -� L--------------17- F. FLU <br />18 r;,e <br />-T <br />16 _ 1 1/4" TO 2" DIA <br />/ HANDRAIL NO <br />/ 15 r LESS THAN 34" <br />NOR MORE <br />THAN 38" ABV. <br />CONT. 12 TREAD NOSING <br />HAND RAIL 11 <br />10 METAL <br />HANDRAIL <br />BRACKET <br />BLOCKING AS <br />REQUIRED <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 />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 38 <br />18 4 X 37 J <br />S.H. <br />14 <br />20 X 50 J <br />18 } X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 } X 62 } <br />S.H. <br />16 <br />20X72 <br />181X71} <br />S.H. <br />11­12 <br />271/4X26 <br />26X25 <br />S.H. <br />1H3 <br />271/4X38J <br />26x37 <br />S.H. <br />1 H4 <br />27 J X 50 1 <br />26 x 50 <br />S.H. <br />1H5 <br />27JX63 <br />26X621/2 <br />S.N. <br />1 H6 <br />27 X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37 1 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 50 i <br />36 J X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 J X 62 112 <br />S.H. <br />26 <br />37 J X 72 <br />36 J X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 } WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 J X 25 J <br />S.H. <br />33 <br />54 X 38 <br />52 } X 371 <br />S.H. <br />34 <br />54 X 50 J <br />524 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 } X 624 <br />S.H. <br />36 <br />54 X 72 <br />52 J X 714 <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 />rn <br />F. FL. <br />HANDRAIL DETAIL <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 rear shall be measured vertically between leading <br />edges of the adjacent treads. The greatest Naar height within any flight of stairs shall not exceed the smallest by <br />more than 3/8 inch. <br />Trend 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 light 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 3/8 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 walkllne. 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 />9116 inch or a bevel not exceeding h inch. A nosing projection not less than 3/4 inch and not more than 11/4 <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 />Handralls: <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 shell be returned or shall terminate In newel posts or safety <br />terminals. Handralls adjacent to a wall shall have a space of not less than 1112 inches between the wall and the <br />handrells. <br />Grip-itt": <br />Handrails with a circular cross section shall have en outside diameter of not less than 11/4 Inchea 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 -aided 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 112-inch gypsum board. <br />0 <br />1 <br />VERIFY <br />AC PAD LOCATION OF <br />A/C PAD <br />HB <br />a■,a <br />a■�a <br />iiH", <br />i <br />:CIC <br />• <br />r.0 <br />uu <br />■■a <br />1 1 <br />M:ff: <br />III III <br />���► <br />•i0 <br />►# 0 <br />Nr4 <br />%% <br />fie, <br />ID1 <br />00 TYF <br />i� <br />io <br />1/2 WALL <br />CAPPED <br />UPCr <br />in <br />6" CNTR. AT 42" <br />A.F.F. <br />N <br />GREAT ROOM <br />9'-4" FLAT CLG. <br />CARPET <br />t; <br />2x6 WALL <br />LLI 00 <br />+\ R. 1 N <br />/TILE -lx' N <br />1 II O 11 1 J <br />UL r, <br />W.H <br />GG <br />S3 <br />4'-4" <br />*NO UPLIFT* <br />Q <br />S4 <br />2868 <br />EDGE OF SLAB 21 <br />BEYOND WALL <br />in 1 a0 <br />BUILDER TO <br />PROVIDE <br />APPLIANCE <br />PROTECTION <br />WHEN <br />REQUIRED PER <br />FBC <br />1-CAR GARAGE <br />9'-4" FLAT CLG. <br />CC iNCRETE <br />0 <br />N <br />N <br />0•: <br />MID�'� <br />10 <br />►•►• <br />i►i 1 \ <br />•:►: .i <br />11' <br />ENTRY <br />9'-4" CLG. A.F.F <br />CONCRETE <br />r� <br />rh <br />18'-8" 8'-8" <br />T,O.M. T.O.M. 18'-4" <br />1 ST FLOOR PLAN - UNIT-B 1516 <br />D1 <br />SCALE: Y4"=1'-0" <br />RFV 1 n 1 2n CAR <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 />2x6 <br />SYP #2 <br />16" O.C. <br />* WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT <br />EACH EXTERIOR CORNER WITHIN <br />STUDS WILL BE DOUBLE STUDS @ <br />@ 12" O.C.' <br />THIS /S ONLY USED WITH PLASTER <br />FINISH <br />** WALL SHEATHING 15/32" EXPOSU <br />REFER TO SHEATHING SCHEDULE <br />0 <br />M <br />oQ <br />• •- <br />• <br />1 I <br />1 1 1 <br />i•i <br />•ii <br />tad• <br />i <br />1 <br />•�• <br />t <br />�i <br />•i•: <br />•••: <br />•iO <br />5 1 <br />9& <br />►:% <br />►i•: <br />•••: <br />•i0 <br />i�0 <br />1 <br />►• <br />04 <br />•:•: <br />•:►: <br />1 <br />p•; <br />O•: <br />O•: <br />;lit <br />%% <br />.' <br />►�•� <br />•:•li <br />_ <br />ii <br />i <br />•i11 <br />•i i <br />►P►; <br />•O: <br />i•� <br />ii <br />►ii <br />;Nt <br />- <br />►:•: <br />Ie14 <br />�- <br />■ <br />���� <br />►i i <br />•i�i <br />• <br />►ii <br />00 <br />►•• <br />�_� p•� <br />- •O' <br />►4 <br />•:•: <br />•�•� <br />0•: <br />Sl <br />. ••., <br />/ <br />ia,112 <br />� <br />Q <br />e <br />■ <br />►N' <br />1 1 <br />1 <br />1 <br />2nd FLOOR PLAN - UNIT-B 1516 <br />SCALE: Y4"=V-0" <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 />+26.6/ -29.1 <br />OF <br />+26.6 / -33.5 <br />4NO <br />EE SN SHEET O SEE SN SHEET140 <br />MPHTE: <br />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 />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 />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 664 S.F. <br />2ND FLOOR 849 S.F. <br />TOTAL 1513 S.F. <br />GARAGE 246 S.F. <br />LANAI 108 S.F. <br />ENTRY 98 S.F. <br />TOTAL SQ. FT. 1965 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 />Wtio <br />_ () co <br />1 >< <br />I)_ <br />(n z r- <br />tn - <br />Q <br />0 0 <br />0 LU <br />0 <br />N <br />0 <br />N <br />,o�a�tEttart:�p���r <br />♦� P L- f: l vJ ,- <br />Gj 1•40 <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 />Residentlal 7th Edition. Engineers signature and seal is only <br />for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />IWcc <br />$ 8 <br />CM i <br />v $Ny <br />cep <br />0 ate N iR u' W <br />Lo- <br />j <br />N in r- r.� - LL w n. <br />0 rNiv -n'Y <br />a QuiLL <br />a <br />z <br />00 <br />Z r 0 4q� O <br />N c_p O J <br />W LLN a <br />Z Mo <br />Z y <br />= O U ? 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