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0 <br />I <br />(D <br />N <br />cn <br />i <br />M <br />v <br />0 <br />.n <br />N <br />I <br />0 <br />N <br />J <br />O <br />O <br />I <br />r� <br />r` <br />0 <br />I <br />r� <br />i <br />I <br />co <br />�t <br />N <br />CD <br />I <br />v <br />-n <br />N <br />I <br />0 <br />N <br />J <br />0 <br />I <br />r.[� <br />0 <br />I <br />N <br />a� <br />L <br />v <br />C� <br />0 <br />Q <br />N <br />v <br />n. <br />0 <br />L <br />0 <br />c <br />c <br />J <br />0 <br />v <br />U <br />J <br />a� <br />L� <br />r� <br />N <br />O <br />v <br />r� <br />0 <br />a <br />N <br />0 <br />ui <br />a <br />r� <br />0 <br />w <br />a <br />m <br />OWNER'S BATHROOM <br />SCALE: 3/8" =1'-0" <br />0 <br />eo <br />BATHROOM 2 <br />SCALE: 3/8" = 1'-0" <br />STAIR DATA: <br />18 RISERS @ 7.153" <br />17 TREADS @ 10" <br />TOTAL RISE = 10'-8 3/4" 42" KNEE WALL <br />TOTAL RUN = 14'-2" WITH 1x8 CAP & <br />� CASiNG (AT 2nd <br />�� FLOOR ONLY) <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 />20 X 26 <br />18 � X 25 � <br />S.H. <br />13 <br />20X38g <br />18�X37�q <br />S.H. <br />14 <br />20X50� <br />18�X50 <br />S.H. <br />15 <br />20X63 <br />18�X62� <br />S.H. <br />16 <br />20X72 <br />18�X71� <br />S.H. <br />1H2 <br />271/4X26 <br />26X25� <br />S.H. <br />1H3 <br />271/4X38$ <br />26x37� <br />S.H. <br />1 H4 <br />27 � X 50 a <br />26 x 50 <br />S.H. <br />1H5 <br />27aX63 <br />26X621/2 <br />S.H. <br />iH6 <br />27�X72 <br />26X711/2 <br />S.H. <br />22 <br />37 � X 26 <br />36 z X 25 1 /2 <br />S.H. <br />23 <br />37 a X 38 � <br />36 � X 37 3/4 <br />S.H. <br />24 <br />37 � X 50 s <br />36 � X 50 <br />S.H. <br />25 <br />37 � X 63 <br />36 � X 62 1 /2 <br />S.H. <br />26 <br />37�gX72 <br />36�X711/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73�Z WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 � X 25 � <br />S.H. <br />33 <br />54 X 38 a <br />52 � X 37 � <br />S.H. <br />34 <br />54 X 50 $ <br />52 � X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 � X 62 � <br />S.H. <br />36 <br />54 X 72 <br />52 � X 71 � <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 />� � (2) 2x8 w/ 1 /2" <br />� FLITCH HEADER <br />3/4" PLYWOOD � � <br />DECKING �� SLOPE CEILING TO <br />�� MATCH STAIR RISE <br />F. FL. ��\ __ F. FL. <br />18 � <br />17 �\ - <br />16 � <br />15 � <br />14 �� <br />13 �� U <br />12 z <br />11 CONT. � <br />10 HAND RAIL w <br />9 U <br />8 � <br />�� 7 = <br />6 z <br />5 g <br />2x STRINGERS 4 00 <br />F. FL. <br />TYP. STAIR SECTION <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 />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 O/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 />F. FL. <br />DRYWALL <br />1 1/2" MIN. CLEARANCE <br />2x4 #2 SYP. P.T. THRUST <br />BLOCK W/(2)- 1/4"x 3 1/2" <br />3AFROM EAEND.c.AND HANDRAIL D ETA( L <br />SCALE: 3" =1'-0" <br />1 1 /4" TO 2" DIA <br />HANDRAIL NO <br />LESS THAN 34" <br />NOR MORE THAN <br />38" ABV. TREAD <br />NOSING <br />METAL HANDRAIL <br />BRACKET <br />BLOCKING AS <br />REQUIRED <br />Stair and Railing General Notes <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 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 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 '/z 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 />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 11/4 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 />1ST FLOOR PLAN -UNIT-C 1624 <br />SCALE: ya'"=1'-0" <br />TYP. <br />OPENING PRESSURES <br />ENCLOSED -EXPOSURE "C" <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 />OF <br />+26.6 / -33.5 <br />OG <br />SEE SN SHEET HO SEE SN SHEET <br />� [�Q 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 />_ <br />R302.5 Dwelling/Garage Opening/Penetration Protection <br />f <br />� <br />Opening and penetrations through walls or ceilings separating the <br />18'-0" <br />dwelling from the garage shall be in accordance with sections <br />R302.5.1 through R302.5.3. <br />3'-0" <br />12'-0" <br />3'-0" <br />R302.5.1 Opening Protection <br />2'-8" <br />3'-10" 5'-0" <br />3'-10" <br />2'-8" <br />Openings from a private garage directly into a room used for <br />�B <br />B <br />sleeping purposes shall not be permitted. Other openings between <br />the garage and residence shall be equipped with solid wood doors <br />MOD 25 SH <br />MOO�SH <br />not less than 1-3/8" in thickness, solid or honeycomb -core steel <br />I <br />(39" x 59") <br />(39" x 59") <br />doors not less than 1-3/8" thick, or 20-minute fire -rated doors. <br />®� <br />R302.5.2 Duct Penetration <br />Ducts in the garage and ducts penetrating the walls or ceilings <br />�� ' � <br />� '' ' ' <br />EGRESS EGRESS <br />se aratin the dwellin from the ara a shall be constructed of a <br />P 9 9 9 9 <br />I <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 />� <br />material and shall not have openings into the garage. <br />co <br />�+ <br />OWNER'S I <br />R302.5.3 Other Penetrations <br />BEDROOM <br />Penetrations through the separation required in Section R302.6 <br />be by R302.11, Item 4. <br />shall protected as required section <br />M�� <br />8'-0" FLAT CLG. <br />R302.6 Dwelling/Garage Fire Separation. <br />N <br />CARPET I <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 />18'-0" I <br />o0 <br />`O <br />wall: <br />• From the Residence &Attics -Not Less than 1 /2" Gyp. Bd. or <br />-8" <br />4'-0" <br />7'-4" <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 />I <br />• Structure(s) Supporting Floor/Ceiling Assemblies -Not Less <br />_ _ _ _ _ <br />than 1/2" Gyp. Bd. or equivalent. <br />R&S <br />Garages Located Less Than 3 Feet From Dwelling On The <br />- -------'1 <br />Same Lot -Not Less than 1/2" Gyp. Bd. or equivalent applied <br />JPW01 <br />O. ATH 22"x36" I to the interior side of exterior walls that are within this area. <br />s'-o° LAT cLo. ATTIC � - - � I D1 iv <br />RPET ACCESS / I TYP � iv R312.2.1 Window Sills <br />�° N co I / 'y y � C I � �o `'' Indwelling units, where the top of the sill of an operable window is <br />N r � \ / I I °� located less than 24 inches (610 mm) above the finished floor and <br />N <br />7' A. F <br />5'-114' <br />`" I \ 8'-Q" FLAT CLG <br />I I \ / (CARPET <br />I IY <br />I <br />greater than 72 inches (1829 mm) above the finished grade or <br />� _v_ J <br />I <br />other surface below on the exterior of the building, the operable <br />window shall comply with one of the following: 1. Operable <br />- <br />---------I <br />windows with openings that will not allow a 4-inch-diameter (102 <br />R&S <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 />2868 <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 />° <br />7 <br />00 <br />� <br />� <br />I <br />CO <br />Chapter 45 Private Swimming Pools <br />N <br />Outdoor swimming pools shall be provided with a barrier <br />AHU <br />complying with R4501.17.1.1 through R4501.17.1.14. <br />IR/A <br />I I <br />M1507.2 Re -circulation of Air <br />Exhaust air form Bathrooms and toilet rooms shall not be <br />4'-0" <br />3'-4" <br />I I <br />_ <br />re -circulated within a residence or to another dwelling unit and <br />shall be exhausted directly to the outdoors. Exhaust air from <br />I <br />o <br />bathrooms and toilet rooms shall not discharge into an attic ,crawl <br />I <br />I I <br />r, <br />space or other areas inside the building. <br />0o n <br />ono <br />I I <br />_ <br />00 <br />"' <br />GAS APPLIANCES <br />`V <br />I I <br />`O <br />G.C. to verify location of gas riser before commencement of work. <br />I <br />I <br />I <br />Where gas water heaters are installed. Water heaters shall be <br />installed a min. of 18" above flr. per FBCR G2408.2. Except where <br />I UP <br />appliances that are listed as flammable vapor ignition resistant. <br />u <br />L <br />FT <br />WALL LEGEND <br />1/2WALL <br />8'-0" LAT CLG. CAPPED <br />'�j <br />C <br />RPET <br />2-STORY MASONRY WALL w/ <br />' <br />5'-4" �' <br />5'-8" <br />� <br />BOND BEAM HGT. AT 10'-8" <br />TOP AT 18'-8" <br />I <br />� <br />MASONRY HGT. 9'-4" A.F.F. <br />:.: <br />��L <br />� <br />►_ <br />�. <br />x <br />� <br />i �{r. <br />- _ �- - �;; ►�i <br />� <br />L: � <br />�j�j <br />� <br />�d������a���������������d���• <br />���� <br />���� <br />Ifs <br />���� <br />` <br />i<�. <br />� <br />-i¢ft �� � . <br />I I <br />(I <br />� � <br />►�►� <br />G�1 <br />� � � � <br />' � _a`3�2 <br />� . <br />.�.� <br />4+� <br />wq <br />C <br />��� <br />��rj <br />►��i <br />• •' • •�' <br />3� <br />►��� <br />���� <br />. <br />- <br />. <br />. <br />• <br />',!� b <br />� 1ST FLOOR 664 S.F. <br />BED OOM 3 I 2ND FLOOR 970 S.F. <br />8'-0" FLAT CLG. E ROOM TOTAL 1634 S.F. <br />ARPET <br />EGRESS <br />MOD 25 SH <br />co (39" x 59" ) <br />CV <br />2ND FLOOR <br />SCALE: ya'"=1'-0" <br />RPLAN <br />8 0 FLAT CLG. <br />CARPET <br />I 8'-10" <br />- <br />� <br />GARAGE 246 S.F. <br />LANAI 108 S.F. <br />ENTRY 9$ S.F. <br />TOTAL SO. FT. 2086 S.F. <br />� � � <br />G.T. <br />_ <br />INSULATION <br />--_ N MOD25SH© <br />( 39" x 59') <br />� <br />iy <br />REQ. <br />' <br />® <br />LOCATION <br />R-VALUE /TYPE <br />EGRESS <br />EXT CONC WALL <br />R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 <br />R-11/R-13 KRAFT FACED <br />4'-0" <br />7'-4" <br />EXT FRAME 2 x 6 <br />R-19 KRAFT FACED <br />11'-4" <br />NON -LOAD BEARING 2x <br />FRAMING, BOXED OUT FOR <br />FRONT ELEVATION AT THE <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />(INSTALL BAFFLES AT EAVE) <br />18�_0�� <br />MIDDLE LEFT UNIT ONLY <br />GARAGE SEPARATION <br />R-11/R-13 KRAFT FACED <br />1624 <br />(GARAGE /LIVING) <br />-UNIT-C <br />A G.C. TO COORDINATE PLUMBING TO AVOID <br />CONFLICT WITH STRUCTURAL WD. COL. <br />M <br />c.0 <br />eov <br />�. <br />� <br />as :_ <br />aP <br />-a <br />r W <br />O i <br />� ,� � <br />� <br />v a� m <br />=.�m� <br />.v c u- a. <br />a � ® �. <br />' to ..� N � <br />N��� <br />���� <br />>, � � � <br />n � .� <br />v '3, c® <br />r. .,. <br />ea y ao sa <br />� .s v e: <br />� � a <br />m � <br />��• � <br />�- <br />� <br />c � <br />� o <br />a °' <br />i <br />;;�a <br />�oyh1�$i'e�i3� ta38,f �e. <br />`�PA�, <br />ryi�'0e � � �i q�y 1 <br />o°, �. sa., �� <br />v.. a <br />s <br />-' • , <br />J ��O ' O� <br />"� � <br />.s � i--. <br />�'��'' <br />� <br />„, `�� n <br />'� <br />To the best of the Engineers knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2D20 Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />W vE ,�� <br />v � o���� <br />J <br />® .'-' � <br />'� u7 � N � Ll' LL- <br />l� ui�r� IJi W <br />M v� a ii <br />FL <br />f i' <br />w <br />c � a �[ U <br />a � <br />J L� LL � Z <br />�,.", �;; <br />Z � p <br />Z �p � � � � � <br />� � � � <br />z, <br />�'a <br />s o <br />�' . .. <br />W o��rn ¢ -' m <br />��y (n _ _J 1- w <br />Z N ¢ � <br />��� <br />� � Z x <br />U V7 H <br />N Q <br />''i• <br />� - <br />M � <br />N M <br />o � <br />N <br />� <br />M <br />� � a <br />U `o <br />� <br />� <br />C6 LL, <br />® '° <br />V <br />O LL3 p <br />to � <br />�� � _ <br />cn <br />airs <br />s-- <br />� <br />LL1 � <br />�'� - `° 8 <br />,f� <br />r <br />= L °; <br />'I U o �' <br />ry �' � <br />° <br />� <br />N � <br />� <br />0 <br />� <br />w <br />M <br />M <br />N � <br />� <br />Z <br />Z <br />Q <br />�E <br />�� <br />� C7 <br />� ro <br />=a <br />ooQ� <br />wz <br />�a <br />rn <br />za <br />oa <br />�o <br />o E <br />�¢ <br />ao <br />S <br />�� <br />� <br />�o <br />�a <br />�w <br />rm <br />a � <br />�U <br />mo <br />°z� <br />m � <br />J <br />�m <br />QW <br />� <br />� <br />F°a <br />o� <br />�z <br />z <br />go <br />c� <br />T � <br />o <br />WLL <br />� <br />mF <br />_� <br />m <br />� <br />�p <br />az <br />�w <br />�� <br />� <br />=� <br />J <br />o <br />w¢ <br />�� <br />}o <br />® <br />V <br />z¢ <br />ar <br />� 3 <br />•N 0 <br />>� <br />U <br />N <br />� <br />rn <br />� <br />�� <br />N <br />O <br />�� <br />LN <br />I- <br />'� <br />W <br />L � <br />r <br />M <br />(� LL <br />r <br />� <br />�„ <br />� N �- <br />N <br />r <br />T <br />\./ <br />00 <br />U � <br />� U <br />O <br />�-- <br />C0 00 <br />�- <br />CV <br />I--. <br />� c4 <br />IL,f) <br />C <br />� <br />� N <br />� CV � N <br />O <br />rn <br />Q Cfl � <br />L.f � <br />C� <br />T r <br />r <br />� <br />�' � M <br />7 t� <br />o <br />Z <br />(6 <br />z <br />O N <br />E N <br />� <br />� <br />m <br />a <br />E <br />' ' 'a °� <br />U � Q p <br />c <br />� <br />� <br />JOB <br />NO : 23-05735-05740 <br />SCALE : AS NOTED <br />SHEET N0. <br />4 <br />