Laserfiche WebLink
SIN <br />�T <br />CONT. HANDRAIL <br />RETURN TO <br />(DAA <br />WALL DETAILSCALE: NTS <br />0 <br />3/4" PLYWOOD <br />DECKING <br />FLOOR <br />SYSTE <br />collct <br />1 <br />r <br />STAIR CALCULATIONS: <br />TOTAL RISE = 10'-0 3/411 <br />(16) RISERS AT 7 -9/1611 <br />10" TREADS w/ 3/4" NOSING <br />42" KNEE WALL WITH <br />1 x8 CAP & CASING <br />USP MP3 CLIP EA. <br />STRINGER TO BEAM/ <br />FLOOR SYSTEM TYP. <br />16\` <br />15 36" H. CONT. <br />14 GRASPABLE <br />13 Q RAILING <br />M I <br />12 <br />I <br />11 � 1 Orr I <br />I <br />1x TREAD 10 <br />(TYP.) 9 I o0 <br />STORAGE <br />UNDER 7 - <br />STAIRS 6 \ <br />2x FRAMED 5 <br />WALL <br />4 ��I <br />1x RISERS <br />(TYP.) 3 <br />2 <br />2x FRAMED (3) 2x12 <br />WALL STRINGERS <br />2x4 #2 SYP. P.T. THRUST BLOCK <br />W/(2)- 1/4"x 3 1/2" TAPCONS @ <br />161111o.c. AND 3" FROM EA. END. <br />TYP. STAIR SECTION_ <br />SCALE: 1/2" = 1'-0" <br />) SEE PLAN FOR LANDING DEPTH <br />MIN. (3) 2x STUDS R <br />@ END OF LANDING <br />BELOW HDR. BEAM <br />STANDARD (3) 2x1; <br />STRINGERS w/ <br />SIMPSON A35/USP <br />MP34 CLIP TO <br />FLOOR SYSTEM OI <br />LANDING FRAMINC <br />(2) 2x HDR. <br />REQ'D @ ENE <br />LANDING FOF <br />STRINGERS l <br />CONNECT TC <br />1 <br />PLY SHEATHING OVER <br />LANDING ATTACHED PER <br />GENERAL FLOOR <br />CONSTRUCTION NOTES <br />2x8 #2 SYP JOISTS @ LANDING <br />@ 16"O.C. w/ SIMPSON A35/USP <br />MP34 OR LUS26 HANGER ON <br />EA. SIDE <br />MASONRY OR WOOD WALL, <br />SEE PLAN <br />2x8 #2 SYP (P.T. IF MASONRY <br />WALL) CONTINUOUS LEDGER <br />w/ (3) 16d NAILS @ 16" O.C. MAX. <br />TO EA. STUD. ((2) 1/4"X3 1/2" <br />TITENS @ 16" O.C. MAX. FOR <br />MASONRY WALL) <br />GENERAL LANDING FRAMING INFO. <br />SCALE: N.T.S. <br />9'-0" MAX LANDING LENGTH <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 />2x6 <br />SYP #2 <br />16" O.C. <br />* WHEN THE TOP OF WALL IS GREATER THAN V-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 />@ IT O.C.* <br />THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR <br />FINISH <br />* WALL SHEATHING 15132" EXPOSURE 1 OR EQUIVALENT. <br />REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS** <br />-------------------7 <br />I 125'-0" <br />I I 8'-9" T-8" <br />I I <br />j< <br />I <br />I H1 <br />1 I 16 ED2 <br />TYP. @ D2 j 2 (X)TYP. S6 <br />CORNERS I 125 H U.N.O. 25 H <br />TB 0" EGRESS* EGRESS* <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 />2x4 #2 SPF STUDS @ 16" <br />O.C. TYP. @ 2nd FLOOR <br />EXTERIOR WALLS <br />6 X 36 <br />SHOWER <br />01 <br />d. FIBERGLASS <br />TP <br />SURROUND OWNER'S <br />-,4-0" -5'4' - SUITEo <br />CY)0. 6) SAT <br />04) <br />2�68 <br />$'-0 FLAT8'-0" FLAT CLG. 3 <br />CARPET D2 <br />20g- as G, <br />; TILE G.T. oo SIM. W/ (1) <br />O - - - - - m - MSTAM36 <br />15'-8" STRAPS @ <br />4-SH BASE <br />3 R&S <br />42" KNEE D2 �------ ----- �� <br />WALL WITH <br />SIM. W/ (1) 81' 0" FLAT CLG. ���_ 2068 <br />MSTAM36 U) I CARPET o IACCESS; 4") 10" S6 <br />1 x8 CAP & STRAPS @ I in I <br />BASE TYP <br />CASING .N.O. <br />M I ------- U. <br />R&S <br />TUB/ SHWR 73- <br />TILE <br />A.F.F. 0 - <br />BEDROOM 4 <br />8'-0" FLAT CLG. <br />T 7 - -P _ <br />1 X8 CAP & - rn CARPET <br />A o0 <br />CASING $-g <br />FLA: T CLG, '-6" c <br />TB <br />= 1/2 WALL OR U) <br />RAILING PER SPECS w = <br />o W Cn <br />TECH CENTER w N kD)2 <br />7'-9" 5'-11" 2668 11'-4" k <br />H1 �N 2668 O <br />D2---------- BF <br />A O I H1 N, 6R I I <br />DRYER VENT- 10" 10" I I <br />Rn <br />THRU SIDE WALL I 5068 BF Tj 1 14 1 12 11 10 9 18 7 6 5 4 10 lob <br />D. <br />LAUN E:- - - - - - - - -- -----� <br />Q I 8'-0" FLAT CLG. 2652 R&S <br />1S TILE 9 <br />13'-11,.11 T-10" 5'-11" - ' - - - - - - <br />HANSON BOX N I W H A\A N <br />@ 36" A.F.F. ,�, 4068 <br />-- - oo '* 6'* BF <br />?•. 5'-q" 5'-10" <br />WIRE SHELF 9'-51" N r <br />o� @ +54" A.F.F. N �v <br />J <br />3 <br />S6 <br />D2 <br />I <br />U. N. 0. <br />N <br />I <br />SIM. W/ (1) <br />5068 <br />I <br />;:_ <br />MSTAM36 <br />3 <br />11'-6"^ <br />- <br />- BF 2 <br />" <br />_G.T. _ <br />11'-2" <br />_ <br />STRAPS @ <br />D2 <br />BASE <br />SIM. W/ (1) <br />BEDROOM 3 ;(0 BEDROOM 2 <br />MSTAM36 <br />8'-0" FLAT CLG. I 8'-0' FLAT CLG. <br />STRAPS @ <br />CARPET I CARPET <br />BASE <br />EGRESS* <br />EGRESS* <br />25 SH 25 <br />D222 39 (Po <br />I <br />H1 D1 D1 JAMB STUD OVER <br />I <br />I ENTRY TO BE <br />I <br />I CONNECTED DOWN <br />1 <br />L <br />I <br />PER DETAIL 6/D2 <br />-----------------------------------� <br />5'-10" 5'-10" 6'-8" 6'-8" <br />18'-8" <br />6'-4"- <br />25'-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 />�E <br />+26.6 / -29.1 <br />Qt <br />+26.6 / -33.5 <br />GC� <br />SEE SN SHEET �H SEE SN SHEET <br />NEW140 <br />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 />WINDOW SCHEDULE <br />SIZE <br />R.O. CMU <br />(Flange) <br />R.O. FRAME <br />(Fin) <br />TYPE <br />12 <br />20X26 <br />18�X25J <br />S.H. <br />13 <br />20 X 38 3 <br />181 X 37 4 <br />S.H. <br />14 <br />20 X 50 J <br />181 X 50 <br />S.H. <br />15 <br />20 X 63 <br />1812 X 621 <br />S.H. <br />16 <br />20 X 72 <br />18 2' X 711 <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 251 <br />S.H. <br />1H3 <br />271/4X386 <br />26x374 <br />S.H. <br />1 H4 <br />27 a X 50 a <br />26 x 50 <br />S.H. <br />1 H5 <br />27 a X 63 <br />26 X 62 1/2 <br />S.H. <br />1 H6 <br />27 a X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37 4 X 26 <br />36 2 X 25 1/2 <br />S.H. <br />23 <br />37 4 X 38 g <br />36 2 X 37 3/4 <br />S.H. <br />24 <br />37 4 X 50 J <br />36 X 50 <br />S.H. <br />25 <br />37 4 X 63 <br />36 � X 62 1/2 <br />S.H. <br />26 <br />374X72 <br />36#X711/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />731 WIDE <br />S.H. <br />32 <br />54 X 26 <br />521 X 251 <br />S.H. <br />33 <br />54 X 38 g <br />52 J X 37 a <br />S.H. <br />34 <br />54 X 50 g <br />52 2 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 2 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 />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 />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 flr. per FBCR G2408.2. Except where <br />appliances that are listed as flammable vapor ignition resistant. <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 <br />BEARING ONLY" ARE FLOOR SYSTEM <br />SUPPORTING ONLY AND REQUIRES NO <br />UPLIFT CONNECTORS TO FLOOR SYSTEM <br />AREA TABULATION <br />FIRST LIVING 728 S.F. <br />SECOND LIVING 1036 S.F. <br />TOTAL LIVING 1764 S.F. <br />LANAI 60 S. F. <br />GARAGE 379 S.F. <br />ENTRY 62 S.F. <br />TOTAL SQ. FT. 2265 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 />SECOND FLOOR PLAN -A <br />e*� <br />c%J <br />cv <br />tS.sa <br />o <br />Q > w <br />o � <br />M O .v <br />N O <br />E: <br />a <br />y e e.7 cY:i <br />c n <br />.=° , <br />c E <br />m. e� <br />i <br />� � N <br />- Q 0 <br />' <br />c, ....... <br />1, <br />1,11111"011 <br />E 1.1', <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 />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />N <br />W E <br />8 <br />Ia <br />y � N ti <br />0 <br />U)NO� <br />rii N co V zs � LL <br />Q -J u 5 Z LL W <br />" a �- w <br />(L le <br />Z m °' <br />LI <br />9 C, <br />- W � tON� <br />0 <br />U5 cp ' m <br />W . <br />00 <br />Z ul N Z ¢ <br />ZN O U °mod <br />:. W ❑ ❑ <br />Z-Z Co <br />o� <br />00 <br />z Co <br />z o� <br />J - <br />_ N <br />W M <br />(D o <br />� <br />o_� <br />w S <br />IVI^^i <br />r6 <br />E <br />I <br />N <br />c�00 <br />• <br />c <br />0 <br />Q N � <br />C <br />�w <br />M <br />M <br />w <br />o <br />Z <br />E <br />=o <br />oZO <br />�� <br />Q. <br />v <br />o a <br />o <br />w <br />�Z <br />Z <br />O <br />C'4 <br />a� <br />az <br />woo <br />1Z <br />Qo <br />mo <br />of <br />Z <br />Q) <br />a <br />Q <br />o <br />go <br />a <br />0w <br />W <br />� 3 <br />ire <br />'oyLL <br />xG <br />w <br />=3 <br />�0 <br />o <br />w� <br />�O <br />a� <br />0 <br />03 <br />�O <br />0 <br />= <br />> L0 <br />rn <br />`m <br />0 <br />CID <br />T <br />(a <br />r- <br />0- <br />s <br />Cif mIUD <br />N <br />M <br />04 <br />O <br />M N <br />L1 i <br />T <br />< <br />T <br />ai <br />M N <br />o <br />m:31"- <br />y <br />Z <br />Z <br />E T <br />c <br />FL <br />0 -1 ¢ o <br />°-' <br />JOB <br />NO : 22-12360 <br />SCALE : AS NOTED <br />SHEET NO. <br />1.2 <br />