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V <br />a <br />L0 <br />9 <br />N <br />icy <br />,zm <br />V! <br />N <br />J <br />O <br />I <br />N <br />i <br />N <br />>v <br />N <br />0 <br />s <br />c�t <br />i <br />a <br />N <br />N <br />8. <br />E <br />EE <br />-) <br />i <br />CE <br />Y <br />I <br />Y <br />i <br />po <br />-9 <br />LZ <br />N <br />N <br />O <br />p <br />O <br />0 <br />N <br />N <br />0 <br />d <br />W <br />Z 1,05" <br />�i <br />16 <br />�_2x6 <br />BEAM 15 <br />SLOPED CEILING 14 <br />TO MAINTAIN T-5" <br />HEADER HEIGHT 13 <br />U <br />I 12 <br />Z <br />I2x8 #2 SY P JOISTS @ LANDING <br />@ 16" O.C. w/ SIMPSON A35 11 <br />CLIP C R LUS26 HANGER TO <br />rJ <br />LEDGER 10 <br />I <br />2x12 H R. w/ (3) 2x STUDS AT <br />_ <br />EA. END FOR BEARING „ PLYWOOD @ g <br />El <br />` <br />;o <br />LANDING <br />% <br />t` <br />STANDARD (3) 2X12 <br />STRINGERS W/ SIMPSON A35 8 <br />CLIP TO HDR. <br />OF <br />60 <br />1x TREADS (TYP.) 6 <br />2x8 LEDGER #2 SYP w/ <br />CONT. (3) 16d NAILS TO STUD <br />5 <br />HANDRAIL @ 16" O.C. <br />/4 <br />in <br />/ <br />3 <br />J, <br />2 <br />/ <br />THRUST BLOCK SECURED TO <br />SLAB w/ 1/4"X3 1/2" TAPCONS <br />@ 16" O.C. <br />REFER TO SHEET (ST) FOR <br />MORE INFORMATION <br />6 <br />25 SH H1 D2 <br />REFER TO SHEET (ST) FOR <br />MORE INFORMATION <br />TYP @ <br />CORNERS <br />U.N.O. <br />R&S <br />EGRESS <br />" <br />1------- <br />---1 <br />J <br />O <br />o <br />FIBERGLA� <br />I <br />i <br />S6 <br />M <br />S U R R 0 U N <br />TYP @ 2 STORY <br />�4 <br />W.I.C. <br />B <br />DROOM 4 <br />TP <br />3 <br />D2 <br />, 8, -0„ FLAT CL <br />I <br />8'-0" FLAT CLG. <br />BEDROOM 3 <br />U) <br />1 U) <br />I <br />CARPET <br />BAT <br />i <br />FLAT <br />�0 <br />8'-0" FLAT CLG. ¢ <br />CARPET <br />= <br />U) <br />H2 D2 <br />�I <br />Ir <br />ROOF G.T. <br />8-0« <br />TILE <br />N <br />M <br />- -'`r - <br />T-11 <br />. <br />- s <br />13'-0""- - - <br />-5,, 2 - - <br />- 11'-8" - - O <br />N <br />( <br />iv <br />6_52„ <br />2,�„ 4,_22, <br />- <br />_, <br />Ro <br />co <br />TYP @ 2 STORY <br />J00T00 <br />4068 B.F. <br />N <br />1« <br />S6 <br />1 <br />I <br />N <br />O <br />q <br />w z LL: <br />z_ tri <br />ai � 4 <br />- <br />4068 B.F. LOM <br />r <br />"' <br />SHOWER <br />- - rn. -I co <br />2668 <br />- <br />EXT. WALL <br />TO 2x4 #2 <br />FIBERGLA <br />R' <br />TB <br />R&S <br />zo <br />BE <br />SU <br />O <br />N <br />S6" O.C.PF D @ <br />OUN <br />« "� <br />4'-0" <br />5- 0" <br />°Q <br />6'-1 5,-4 1. 2 <br />-42 668 <br />13'-72" <br />' <br />U.N.O. <br />o <br />Q <br />cn <br />6 <br />H1 D2 <br />R'ER!VTE <br />" " <br />O� <br />BEDROOM 2 <br />2468 0 <br />.. <br />BATH <br />�- -� I <br />W <br />8'-0" FLAT CLG. <br />CARPET <br />N <br />o <br />8 - <br />' FLAT CLG <br />TILE <br />(0 <br />I <br />0 <br />1 ATTIC <br />I I li <br />N. <br />` <br />o <br />- <br />- - - - -r, <br />-�I <br />TP <br />I <br />1 V . L9D6e5"s _ U, <br />Ial m <br />O <br />u_ <br />tri <br />'-0" FLAT 1 <br />_ TILE 1 C <br />I <br />1 50 <br />c <br />0 <br />c� U) Wp <br />1 <br />d <br />I <br />D2 1 <br />.- <br />I <br />1 <br />SIM. w/ <br />3.5" x 5.25" 1 <br />HA SON BOX <br />@ 6" A.F.F.-2868 <br />'- <br />PL 1.8 E <br />FB = 2900 1 <br />I <br />1 <br />3-82« <br />1, <br />�, 2'4" <br />'-1064" 2'-6" <br />- <br />16'-8„ i;n <br />4,-62„ T-72« <br />14'-8„ <br />OWNERS <br />�ha <br />`t <br />FC03 <br />7.1 M <br />4)=zSUITE <br />R.A.G. <br />I <br />; <br />- <br />,H38'-0" <br />15_ <br />uJ Q oo <br />O rn <br />FLAT CLG. <br />CARPET <br />ROOF G.T. <br />7116 <br />i 1LOFTrn <br />I I <br />8 CARPET " FLAT LG. <br />= H2 D2 <br />14 _ <br />,n <br />Cl) <br />cq <br />_ cn <br />_ <br />LO <br />W - <br />- - -. <br />co <br />r" <br />- - <br />I <br />12 <br />z <br />d <br />11 <br />Ij <br />I rn <br />u_ <br />OOI <br />10 <br />0 <br />i` <br />TYP @ 2 STORY41 <br />151 I I 819 <br />- -- <br />J <br />I I I I <br />I <br />III <br />*- <br />S6 � <br />I I I I <br />I <br />N lL <br />11 ¢ <br />I I I_ <br />I <br />I I I I <br />I <br />II <br />STAIR CALCULATIONS: <br />TOTAL RISE =10'-0 314" <br />(16) RISERS AT 7 9/16" <br />10" TREADS w/ l" NOSING <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 Y2 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 />SIN <br />T <br />SIN <br />CONT. HANDRAIL <br />RETURN TO. <br />WALL DETAIL. <br />A/ SCALE: N <br />SEE PLAN FOR LANDING DEPTH <br />PLY SHEATHING OVER <br />LANDING ATTACHED PER <br />MIN. 3 2x STUDS REQ'D <br />() <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 />o <br />EA. SIDE <br />SIMPSON A35/USP <br />MP34 CLIP TO <br />o <br />cr <br />MASONRY OR WOOD WALL, <br />FLOOR SYSTEM OR <br />cr <br />SEE PLAN <br />LANDING FRAMING <br />LL <br />2x8 #2 SYP (P.T. IF MASONRY <br />WALL) CONTINUOUS LEDGER <br />REQ' @END OF <br />ate. <br />w/ (3) 16d NAILS @ 16" O.C. MAX. <br />LANDING FOR <br />� <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. 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 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 J <br />S.H. <br />13 <br />20 X 38 J <br />18 J 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 4 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 J <br />S.H. <br />11­13 <br />271/4X38J <br />26x371 <br />S.H. <br />1 H4 <br />271 X 501 <br />26 x 50 <br />S.H. <br />11-15 <br />27JX63 <br />26X621/2 <br />S.H. <br />11­16 <br />274X74 <br />26X711/2 <br />S.H. <br />22 <br />37JX26 <br />364X251/2 <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 J <br />36 4 X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 X 62 1/2 <br />S.H. <br />26 <br />37 J X 72 <br />36 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 } X 25 } <br />S.H. <br />33 <br />54 X 38 J <br />52 } X 37 J <br />S.H. <br />34 <br />54 X 501 <br />52 J 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 } 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 />141C-145C RFV 10-1120 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 />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 IS 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 - ELEV-Al <br />SCALE: Y4'=V-0" <br />(_'nnnrml Alntno <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 />AA <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 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 />�1�IIt119*��a I_ C <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 "Al"I <br />FIRST FLOOR LIVING 1093 <br />AREA <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 <br />R-VALUE / TYPE <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 <br />(GARAGE / LIVING) <br />R-11/R-13 KRAFT FACED <br />er's <br />0 <br />N <br />c <br />0 <br />CD <br />as � <br />a <br />0 <br />CC- <br />C_o <br />ci ao <br />C r <br />Q <br />W�N <br />.- Cc <br />c LA_ ri <br />H cc O a- <br />44 N L <br />.Q lV Y <br />a, co <br />•� E s c <br />a► U _ Q <br />°C 3 ry <br />�ddp <br />Z•' � C O <br />rx •= a-. <br />a s, <br />r, <br />N <br />c E <br />20 <br />a� <br />M <br />0 <br />N <br />0 <br />,,`,�11ttIS r ,/, <br />% <br />JP <br />•i ~ S� ss <br />STA <br />;' E CIF <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 An Edition. Engineers signature and seal is only for <br />the structural engineering potions of the drawing pages bearing <br />Engineers signature and seal. <br />j. <br />g E S N <br />rr^~ <br />N <br />V <br />O C J � �LL J <br />J LL <br />�mv <br />N <br />u o a <br />a <br />U.U. 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