Laserfiche WebLink
3 <br />N <br />n <br />L <br />v <br />V) <br />CN <br />.a <br />CN <br />n <br />N <br />0 <br />I <br />h <br />i <br />J <br />v <br />v- <br />:n <br />a <br />n <br />J <br />N <br />to <br />I <br />N <br />n <br />0 <br />L <br />v <br />0 <br />0 <br />J <br />cV <br />0 <br />i <br />C <br />a <br />G <br />co <br />0 <br />0 <br />J <br />2 <br />U <br />J <br />0 <br />CV <br />n <br />i <br />Cq <br />No <br />cV <br />n <br />n <br />z <br />z <br />y <br />v <br />:n <br />STAIR CALCULATIONS: <br />TOTAL RISE = 10'-0 3/4" <br />(16) RISERS AT 7 -9116" (" <br />10" TREADS w/ 3/4" NOSING J <br />USP MP3 CLIP EA. <br />STRINGER TO BEAM/ <br />FLOOR SYSTEM TYP. -� <br />i16 1 A <br />i15 <br />i 4 <br />o <br />i <br />i13 <br />M <br />-112 <br />i <br />42" KNEE WALL WITH <br />i 1 <br />1x8 CAP & CASING <br />_ �-I'10 <br />36" H. CONT. <br />�9 <br />B rnl� <br />GRASPABLE <br />i 8 <br />STORAGE <br />°C <br />RAILING <br />Z7 <br />UNDER <br />0c <br />� <br />STAIRS <br />� i6 1x TREAD <br />1x8 CAP & <br />i5 (TYP.) <br />CASING <br />i <br />i4 1x RISERS <br />(3) 2x12 <br />(TYP.) <br />3 <br />STRINGERS--.,2 <br />N 2x FRAMED <br />2x FRAMED <br />WALL <br />WALL <br />1 <br />, <br />2x4 #2 SYP. P.T. THRUST BLOCK <br />W/(2)-1/4"x 3 1/2" TAPCONS @ <br />16"o.c. AND 3" FROM EA. END. <br />mC <br />0 <br />•-IN <br />ITN <br />CONT. HANDRAIL <br />42" KNEE WALL RETURN TO <br />WITH 1x8 CAP <br />& CASING WALL DETAIL <br />�� DDEEPLYWOOD CKING(:D .7-FLOOR SYSTEM SCALE: NTS <br />TYP. STAIR SECTION <br />SCALE: 1/4" = 1'-0" <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 318 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 % inch. A nosing projection not less than 314 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 o econtinuous ru of treads or i p n I f each n 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 1114 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 />I SEE PLAN FOR LANDING DEPTH I <br />MIN. (3) 2x STUI <br />@ END OF LAN <br />BELOW HDR. B <br />STANDARD (3 <br />STRINGERS w <br />SIMPSON A35, <br />MP34 CLIP TO <br />FLOOR SYSTE <br />LANDING FRA <br />(2) 2x HD <br />REQ'D @ <br />LANDING <br />STRINGE <br />CONNEC <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 />(i) <br />TYP. @ <br />CONERS <br />3 <br />D2 <br />SIM. w/ (1) <br />MSTAM36 <br />FLAT STRAP <br />J <br />S6 <br />TYP. <br />3 <br />D2 <br />SIM. w/ (1) <br />MSTAM36 <br />FLAT STRAP <br />DRYER VENT- <br />THRU ROOF. <br />HANSON BOX @ <br />36" A.F.F. <br />LAU N <br />8'-0" FLAT CLG. <br />TILE <br />25'-0" <br />H1 OA 6 <br />25SH D2 <br />TB 60" X 36" <br />- - SHOWER <br />OFIBERGLASS SURROUND <br />--3�_4 TP - 5'_5" <br />- BATH - -- <br />" FLAT CLG. <br />-Ir- t- TILE 2668 <br />2068 <br />r - <br />_ _BF' _ <br />G' 30 30 <br />4SH o o <br />R&S r3 =l <br />49GE�5S I M <br />WIC It <br />� <br />1 8'-0" FLAT CLG. 2068 <br />ci�1 CARPET 2668 <br />TILE TO 7' o <br />A.F.F. <br />UHA <br />2 <br />4SH <br />00 <br />-0" T CLG. <br />LE 2468 '- <br />TP 5'-9 TB BF <br />3'-0" 3'-3" <br />- F - -; in <br />I <br />DL668_ <br />2I _ _ <br />I <br />LL <br />w I <br />D. <br />LL <br />42" HIGH 1/2 <br />cn 1 <br />IM WALL W/ 1x <br />w <br />CAP <br />�I <br />W. <br />-0" <br />6-7" <br />�B 6 <br />25 SH D2 <br />EGRES <br />OWNER'S <br />SUITE <br />8'-0" FLAT CLG. <br />CARPET <br />G.T. <br />1CHiASE11 <br />2'-4" <br />68 c71, <br />CV <br />BEDROOM 3 <br />8'-0" FLAT CLG. <br />CARPET <br />G.T. <br />10'-4" <br />I I I I I Q <br />I I I I I <br />I I I I I 00 <br />61514131211 <br />11'-0" <br />0 <br />3 <br />D2 <br />SIM. w/ (1) <br />MSTAM36 <br />FLAT STRAP <br />H3 <br />w =O <br />WOLO <br />N C <br />0 <br />Co <br />F- <br />N <br />0 <br />00 <br />It <br />1 AO('. <br />RFV 10 1 90 (AR <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 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 />WINDOW SCHEDULE <br />SIZE <br />R.O. CMU <br />(Flange) <br />R.O. FRAME <br />(Fin) <br />TYPE <br />12 <br />20X26 <br />18IX254 <br />S.H. <br />13 <br />20X38J <br />18JX37i <br />S.H. <br />14 <br />20 X 50*' <br />18 z X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 J X 62 J <br />S.H. <br />16 <br />20X72 <br />18JX71J <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 4 <br />S.H. <br />1 H3 <br />27 1/4 X 38 <br />26 x 37 1 <br />S.H. <br />1 H4 <br />27 3 X 50 J <br />26 x 50 <br />S. H. <br />1 H5 <br />27 J X 63 <br />26 X 62 112 <br />S.H. <br />11-16 <br />27JX72 <br />26X711/2 <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 i <br />36 4 X 50 <br />S. H. <br />25 <br />37JgX63 <br />36JX621/2 <br />S.H. <br />26 <br />373JX72 <br />363X711/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 J WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 J X 25 4 <br />S. H. <br />33 <br />54 X 381 <br />52 4 X 37 i <br />S. H. <br />34 <br />54 X 50 J <br />52 J X 50 <br />S. H. <br />35 <br />54 X 63 <br />52 4 X 62 4 <br />S. H. <br />36 <br />54 X 72 <br />52 J 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 />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H 1 <br />(2) - 2X6 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />HZ <br />(2) - 2X8 #2 SYP W/ 112" <br />FLITCH PLATE <br />H3 <br />(2) - 2X10 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />OH4 <br />(2) - 2X12 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H5 <br />(2) - 1 3/4" X 11 114 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 />RAG <br />(2) - 2X4 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />Follow Q/S4. See Plan for <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 />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 />CD <br />+28.3 / -37.0 <br />�E <br />+26.6 / -29.1 <br />O <br />+26.6 / <br />GO <br />SEE SN SHEET �H SEE SN SHEET <br />OW14OMPH <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 />SECOND FLOOR PLAN - A <br />SCALE: %4'=1'-0" <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 />P 9 <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 />. <br />space or other areas inside the building. <br />9 <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 />P P <br />appliances that li are listed as flammable vapor ignition resistant. <br />pp a s a p g <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 />1ST FLOOR LIVING AREA 721 S.F. <br />2ND FLOOR LIVING AREA 807 S.F. <br />TOTAL 1528 S.F. <br />GARAGE 397 S.F. <br />LANAI 60 S.F. <br />ENTRY 30 S.F. <br />TOTAL SQ. FT. 2015 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 />a" <br />c <br />0 <br />7C W <br />-� <br />ate© <br />R co >4 <br />L a <br />RC <br />�'•'ao <br />w c�c <br />a �N� <br />au <br />0 3 i <br />> Cr-' <br />C o <br />a <br />tiad?6�4e)�SaiEj�, <br />20 F _O . "g+ <br />P <br />�,a• G <br />ZZlf <br />If ,fMy� <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 />9 PY 9 <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />{W� <br />0 COOO <br />CD N 8 <br />a <br />N_ m <br />0 N <br />�F"ro yr 0 <br />di V) F'- 1"0 J <br />M M Mir <br />N S J <br />' c u- <br />-1 5Z w <br />w <br />IQ1^� J w <br />V O d Y <br />IR Z m c °' rn <br />L �� <br />t r- <br />W co . m w <br />J <br />�. LO N Z Q <br />co J 1- <br />N <br />IL of <br />11 OU 0 <br />Z 5 <br />1011§7 W <br />❑ ❑ <br />M � <br />o <br />Z <br />Z � � <br />J <br />N <br />r> <br />U) <br />V) Z <br />QD 0 <br />LL <br />4-, N <br />w <br />0 m <br />U <br />0 o <br />w <br />V) <br />�N <br />„. <br />z <br />p N <br />Y <br />IM, <br />N <br />14 <br />o <br />Z< <br />W <br />M <br />M <br />J <br />Z <br />o <br />Z <br />Q <br />g <br />E <br />Q <br />Z o <br />y R <br />o <br />CUrd <br />w� <br />0® <br />F- (O <br /><_�� <br />�o <br />00 <br />U <br />I_CO <br />O < <br />Z <br />CL) M <br />° O <br />Z <br />L <br />4 <br />W <br />m 0 <br />O <br />Z <br />M J <br />m <br /><� <br />aw <br />g <br />0� <br />ZZ <br />Z <br />ao <br />W <br />a 3 <br />oLLLL <br />W <br />¢o <br />a <br />yF <br />m <br />a� <br />�- <br />0'3 <br />J� <br />=0 <br />J <br />o <br />v <br />wF <br />ol¢ <br />;o <br />a= <br />0 3 <br />C C: <br />_ <br />>C:) <br />J <br />L6 <br />a� <br />m <br />0 <br />� <br />N <br />^ <br />Ili / <br />LO <br />wIUD <br />CV <br />m <br />= <br />4J <br />LO <br />0 <br />-� co <br />C3� <br />CNI <br />N <br />L- <br />Lid <br />o <br />Q <br />Ce) <br />Lo N <br />T <br />T <br />LO <br />EM <br />ca <br />� M <br />o <br />Z <br />Z <br />E N <br />cc <br />cu 0- <br />E <br />0 � a o 1 <br />_J <br />JOB <br />NO: 23-06125 <br />SCALE : AS NOTED <br />SHEET NO. <br />1.2 <br />