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3 <br />v <br />Q <br />LO <br />ri <br />N <br />L0 <br />0 <br />q <br />0 <br />I <br />N <br />53 <br />a <br />r- <br />N <br />LO <br />v <br />0 <br />O <br />0 <br />I <br />311 <br />N <br />L0 <br />u7 <br />Iu <br />3 <br />Q <br />N <br />N <br />0 <br />E <br />N <br />`v <br />c <br />J <br />Ef <br />0 <br />0 <br />c <br />U <br />i <br />'o <br />D- <br />0 <br />J <br />EZ <br />N <br />N <br />M <br />d <br />v <br />0 <br />0 <br />a <br />N <br />N <br />M <br />0 <br />W <br />a <br />v <br />rn <br />REFER TO SHEET (ST) FOR <br />MORE INFORMATION <br />J <br />S6 <br />TYP @ 2 STORY <br />10 <br />rc <br />to Lu °P ROOF G.T. 14 1 rr O T <br />6 " w 15 <br />H3 D2 16 <br />OWNERS R.A.G. <br />4'• <br />V-0" FLAT CLG. in <br />3, II ,-St CAR51�1,. -10„ <br />DRYER ENT THROUG <br />ROOF 2868 <br />a. <br />W <br />00 LL M W I o <br />�_ �I LAUN. <br />I o '-0"FLAT CL <br />*- TILE <br />TIP to <br />iD <br />0. BATH 0° <br />EXT. WALL 2468 8' FLAT CLG 2868 <br />TO BE 2x4 #2 TILE <br />S@ NSON -BOX <br />16" O.CUD 36" A.F.F. I HU <br />C7 <br />U.N.O. 4'-0" 5'-10" o t 6'-1 01, A IQ <br />ryr�' <br />FIBERp GLA ro TB , <br />SURROUN R&S EL ti <br />60"X36" M W Z co <br />SHOWER �p Z <br />1 <br />T- <br />0 <br />00 <br />00 <br />Aq <br />II � <br />I I = <br />III= <br />I <br />II <br />II ' <br />I I � ihN <br />II T <br />II <br />II <br />II <br />LOFT <br />u <br />8'-0" FLAT CLG. <br />CARPET <br />I <br />I <br />1 m - <br />�I <br />3�-`c� IX u <br />I ATTIC ��� I <br />L9ceESS <br />UIiD N I -' <br />1 J N 4068 B.F. _ <br />S600 <br />00 <br />00 <br />TYP @ 2 STC RY N 40�-o' <br />6'-52"2'-4"4'-22�OT-1021113'-0" 5-52 <br />-1 - - - -o - - -ITB �1 1 rn -1 ROOF G.T. - <br />°al 1 °a 8'-0" FLAT CLG. <br />cr I I <br />W.I.C. I TILE <br />18'-0" FLAT CL . I TIP <br />B -DROOM 4 <br />I I TYP @ 2 STORY 8'-0" FLAT CLG. <br />1 1 CARPET <br />I I J b FIBERGL <br />S U R R 0 L <br />R&S EGRESS <br />25 SHO 6 <br />H1 D2 <br />16 <br />15 <br />14 <br />13 <br />12 <br />11 <br />10 <br />9 r- f PLYWOOD @ <br />2x8 LEDGER #2 SYP w/ <br />(3) 16d NAILS TO STUD <br />@ 16" O.C. <br />REFER TO SHEET (ST) FOR <br />MORE INFORMATION <br />M <br />1.7 ! " <br />a I <br />W <br />0 <br />CC <br />x <br />I¢ N v <br />H2 4 <br />D2 <br />BEDROOM 2 <br />8'-0" FLAT CLG. <br />CARPET OCl) <br />uJ <br />13'-7;" W <br />7.1 <br />I <br />SIM. W/ I <br />3.5" x 5.25" <br />PL 1.8 E <br />FB = 2900 <br />3 I <br />D2 I <br />I <br />I <br />-------E� <br />N_ _ _ _ _ _ _ _ _ _ _ <br />4068 B.F. o N <br />OP WLO <br />N O W `� 6 <br />H2 D2 <br />BEDROOM 3 <br />8'-0" FLAT CLG. <br />CARPET �4 <br />cD <br />38'-0" <br />39'-0" <br />TYP @ <br />CORNERS <br />D2 U.N.O. <br />STAIR CALCULATIONS: <br />TOTAL RISE = 10'•0 3l4" <br />(16) RISERS AT 7 9/16" <br />10" TREADS col 1" NOSING <br />Stair and Railing General Notes <br />Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R32 <br />and R302.7. <br />2x6 BEAM 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 />SLOPED CEILING more than 3/8 inch. <br />TO MAINTAIN T-5" Tread depth: <br />HEADER HEIGHT I 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 />W greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. <br />U Winders: <br />2x8 #2 SYP JOISTS @ LANDING I Z Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the <br />@ 16" O.C. w/ SIM PSC N A35 ¢ foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread <br />CLIP OR LUS26 HANGER TO LU depth of not less than 6 inches at any point within the clear width of the stair. <br />LEDGER I o Nosings: <br />2x12 HDR. w/ (3) 2x S DS AT Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than <br />EA. END FOR BE I = 9/16 inch or a bevel not exceeding % 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 />STANDARD (3) 2X12 I r; projection by more than 3/8 inch within a stairway. <br />8 STRINGERS W/ SIMPSON A35 Handralls: <br />CLIP TO HDR. I Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more <br />7 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 />6 1 x TREADS (TYP.) I continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly <br />A <br />above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety <br />CONT. I terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the <br />5 HANDRAIL handrails. <br />4� I 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 />3 Guards: <br />Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, <br />2 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 />1 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 />THRUST BLOCK SECURED TO openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in <br />SLAB w/ 1/4"X3 1/2" TAPCONS diameter. <br />@ 16" O.C. 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 />tiN <br />r•IN <br />CONT. HANDRAIL <br />RETURN TO_ <br />WALL DETAIL <br />A. <br />SCALE: NTS <br />SEE PLAN FOR LANDING DEPTH <br />PLY SHEATHING OVER <br />LANDING ATTACHED PER <br />MIN. (3) 2x STUDS REQ'D77 <br />GENERAL FLOOR <br />@ END OF LANDING <br />CONSTRUCTION NOTES <br />BELOW HDR. BEAM. <br />= <br />2x8 #2 SYP JOISTS @ LANDING <br />° <br />@ 16"O.C. w/ SIMPSON A35/USP <br />STANDARD 3 2x12 <br />() <br />3 <br />MP34 OR LUS26 HANGER ON <br />STRINGERS w/ <br />z <br />EA. SIDE <br />SIMPSON A35/USP <br />MP34 CLIP TO <br />Z <br />MASONRY OR WOOD WALL, <br />FLOOR SYSTEM OR <br />Er <br />SEE PLAN <br />LANDING FRAMING <br />o <br />2x8 #2 SYP (P.T. IF MASONRY <br />2x HDR. <br />Z <br />a <br />WALL) CONTINUOUS LEDGER <br />REQ'D @ END OF <br />w <br />w/ (3) 16d NAILS @ 16" O.C. MAX. <br />LANDING FOR <br />N <br />TO EA. STUD. ((2) 1/4"X3 1/2" <br />STRINGERS TO <br />TITENS @ 16" O.C. MAX. FOR <br />CONNECT TO <br />MASONRY WALL) <br />GENERAL LANDING FRAMING INFO. <br />SCALE: N.T.S. <br />9'-0" MAX LANDING LENGTH <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 />OH7 <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 4 X 251 <br />S.H. <br />13 <br />20X381 <br />184X37J <br />S.H. <br />14 <br />20X501 <br />184X50 <br />S.H. <br />15 <br />20X63 <br />184X624 <br />S.H. <br />16 <br />20X72 <br />18JX71} <br />S.H. <br />1 H2 <br />271 /4 X 26 <br />26 X 25 J <br />S.H. <br />11­13 <br />271/4X38J <br />26x371 <br />S.H. <br />1H4 <br />27JX50i <br />26x50 <br />S.H. <br />11-15 <br />27JX63 <br />26X621/2 <br />S.H. <br />1H6 <br />27 J X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 4 X 25 112 <br />S.H. <br />23 <br />37 J X 38 i <br />36 J X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 1 <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 4 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 4 X 25 } <br />S.H. <br />33 <br />54 X 38 J <br />52 4 X 37 J <br />S.H. <br />34 <br />54 X 501 <br />52 4 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 4 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 />141 C-145C RFV 10.1.20 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 />9'-0" <br />2x4 <br />SYP #1 <br />16" O.C. <br />*�>9'-0" <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 THE 4'-0" END ZONE, THE <br />STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS <br />@ 12" O.C' <br />THIS /S ONLY USED WITH PLASTER OR STUCCO EXTERIOR <br />FINISH <br />**WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. <br />REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS** <br />SECOND FLOOR PLAN <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 />OPENING PRESSURES <br />ENCLOSED-EXPOSURE"C" <br />OA <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 />DE <br />+26.6 / -29.1 <br />OF <br />+26.6 / -33.5 <br />OG <br />SEE SN SHEET <br />=W140MPHJ6" <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'-8" 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" <br />FIAREA RST FLOOR LIVING 1093 <br />SECOND FLOOR LIVING 1491 <br />AREA <br />LIVING TOTAL 2584 <br />GARAGE 427 <br />FRONT ENTRY 35 <br />TOTAL AREA 3046 <br />INSULATION REQ. <br />LOCATION R-VALUE / TYPE <br />EXT CONIC 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 />ELEV-Al <br />CONDITIONED CEILING R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />1/ GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />SCALE: J4rr=1 }-On (GARAGE / LIVING) <br />e+7 <br />0 <br />N <br />o <br />- <br />a� <br />=6 o <br />c co c� N <br />= eo o <br />-o <br />4 N <br />� Y <br />3 °7 <br />CDE - c <br />� 3 � <br />3 �- <br />� .°i v m <br />dc <br />roc•= s. <br />In CL <br />E <br />c.c o <br />a � <br />w <br />M <br />0 <br />CV <br />0 <br />0 <br />y •', STAi it <br />. <br />JJ •. /t, 1. t^G fR <br />�V `` �q <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 <br />Florida Building Code - <br />Residential 7th Edition. 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