Laserfiche WebLink
11 <br />C14 <br />V) <br />M <br />C> <br />19 <br />Cr <br />Lr) <br />C:) <br />E <br />0 <br />co <br />LP <br />0 <br />Q <br />.4 <br />V-4 <br />C1`1 <br />42" KNEE WALL <br />WITH 1x8 CAP <br />& CASING <br />3/4" PLYWOOD ----\ <br />DECKING --.,L- <br />FLOOR SYSTEM----\ <br />MIN. (3) 2x STUDS R <br />@ END OF LANDINC <br />BELOW HDR. BEAM <br />STANDARD (3) 2xl <br />STRINGERS w/ <br />SIMPSON A35/USP <br />MP34 CLIP TO <br />FLOOR SYSTEM 0 <br />LANDING FRAMIN( <br />(2) 2x HDR. <br />REQ'D @ ENI <br />LANDING FOf <br />STRINGERS - <br />CONNECTTC <br />CONT. HANDRAIL <br />STAIR CALCULATIONS: <br />TOTAL RISE = 10'-0 3/4" <br />(16) RISERS AT 7 -9/16" RETURN TO <br />10" TREADS w/ 3/4" NOSING <br />USP MP3 CLIP EA. WALL DETAIL <br />STRINGER TO BEAM/ <br />FLOOR SYSTEM TYP. SCALE: NTS <br />B <br />13,� 9 <br />110�1 42" KNEE WALL WITH <br />1x8 CAP & CASING <br />STORAGE 81, B <br />UNDER 36" H. CONT. <br />60 <br />STAIRS GRASPABLE <br />1xTREAD RAILING <br />(TYP.) <br />lx RISERS 1x8 CAP & <br />(TYP.) CASING <br />00 3 <br />2x FRAMED - <br />2xFRAMED C14 2 (3) 2x12 <br />WALL <br />WALL STRINGERS <br />VS <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 />TYP. STAIR SECTION <br />SCALE: 1/4" = V-10" <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 shelf 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 dear 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 1/2 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 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. Handralls 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. I <br />� SEE PLAN FOR LANDING DEPTH <br />19 <br />PLY SHEATHING OVER <br />LANDING ATTACHED PER <br />GENERALFLOOR <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. 9'-0" MAX LANDING LENGTH <br />F- <br />N <br />9 <br />&4 <br />25 SH N/ 25 SH -V <br />EGRESS <br />M <br />W1 <br />164' co <br />OWNER A <br />SUITE <br />8'0" FLAT CLG. <br />CARPET <br />G.T. <br />Nr�wl <br />amm <br />Sim. W/ (1) <br />MSTAM36 <br />C? FLAT STRAP <br />2661, <br />C� <br />CHASE <br />BEDROOM 3 <br />8'-0" FLAT CLG. <br />CARPET <br />u- <br />ca U) <br />IT <br />00 0a <br />CD A <br />9 <br />T-3" <br />'Of <br />U) <br />U) <br />W <br />G.T. <br />ce) <br />!�Lw- <br />10'-4" <br />1, 24" <br />7 1 <br />Z-Y) <br />2668 <br />12' <br />60" X 36" T <br />SHOWER <br />0 <br />FIBERGLASS <br />SURROUND <br />6-5" r-r <br />BA <br />FLAT <br />TILE <br />U-) <br />20618 <br />-U') F <br />F <br />4SH <br />Q Of <br />-;7T&S <br />2068LWIC <br />2068 8'-0" FLAT CLG U) <br />CARPET <br />AC EEI <br />`o� <br />4 4SH BA <br />SH <br />8'-0" F CL <br />2468 TILE <br />BF TB <br />T-10" I T-9" <br />MGM, - - -, <br />I ;t <br />W. I TO <br />I <br />U- <br />42" HIGH 1/2 ' <br />00 <br />WALL W/ 1x 10 <br />I <br />�& <br />I U- <br />D <br />u' <br />T <br />CAP LO <br />co <br />0j) <br />uJ <br />u <br />Er <br />11411021161 <br />24 SH <br />00 <br />^H" <br />2' LO 81-01, T-8" <br />4068 BF <br />----------- <br />BEDROOM 2 <br />8'-0" FLAT CLG. <br />CARPET <br />UV <br />r22 <br />4068 BF- <br />o? <br />4 <br />L- - - - - - - - - - - 4 <br />25 SH <br />EGRESS <br />---------- --------------------------- <br />3'-0" <br />25'-0" <br />4' <br />(i) <br />TYP. @ <br />r1nK1T=0Q <br />Ee <br />� 3 � <br />Sim. w/ (1) <br />MSTAM36 <br />FLAT STRAP <br />T� <br />��6 <br />TYP. <br />, OW <br />co <br />0A <br />3 <br />D2 <br />Sim, w/ (1) <br />MSTAM36 <br />FLAT STRAP <br />HANSON BOX @ <br />36" A. F. F. <br />-DRYER VENT <br />THRU ROOF. <br />LAUN <br />V-10" FLAT CLG. <br />-TILE <br />�T <br />50 <br />14nr <br />RFV 1n 1 2n (AR <br />EXTERIOR 2ND FLOOR <br />BEARING WALL SCHEDULE <br />HEIGHT <br />STUD <br />SPECIES <br />SPACING <br />SPF #2 <br />81-0" <br />2x4 <br />SYP #2 <br />16" O.C. <br />SPF #2 <br />91-011 <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�-O", 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 />20 X 26 <br />18 J X 25 <br />S. H. <br />13 <br />20 X 38 8a <br />184X371 <br />S.H. <br />14 <br />20X50E <br />118�X50 <br />S. H. <br />15 <br />20X63 <br />18 X 62 4 <br />S. H. <br />16 <br />20X72 <br />18 X 714 <br />S. H. <br />1H2 <br />27 1/4 X 26 <br />26 X 25 4 <br />S. H. <br />1H3 <br />27 1/4 X 38 <br />2 6 x 37 1 <br />S. H. <br />1H4 <br />27JX50i <br />26 x 50 <br />S. H. <br />IH5 <br />27JX63 <br />26 X 62 112 <br />S.H. <br />1H6 <br />274 X 72 <br />26 X 71 1/2 <br />S. H. <br />22 <br />3 7 4 X 26 <br />364X25 1/2 <br />S.H. <br />23 <br />37JX38i <br />364X37 314 <br />S. H. <br />24 <br />3 7 J X 50 J <br />36 7'X 50 <br />S. H. <br />25 <br />37JX63 <br />36 4X 62 1/2 <br />S.H. <br />26 <br />37 -42 X 72 <br />364X71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73JWIDE <br />S.H. <br />32 <br />54 X 26 <br />524X254 <br />S. H. <br />33 <br />54 X 38 J <br />524X37i <br />S.H. <br />34 <br />54X50i <br />52 4 X 50 <br />S. H. <br />35 <br />54 X 63 <br />52 -21 X 62 1 <br />S.H. <br />36 <br />54 X 72 <br />52 4 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 />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />< H1 <br />@> <br />(2) - 2X6 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X8 #2 SYP W1 1/2" <br />FLITCH PLATE <br /><6>(2) <br />- 2X10 #2 SYP W/ 112" <br />FLITCH PLATE <br />(2) - 2X1 2 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 1 3/4" X 11 114 LVL <br />2.OE Fb=2950 <br />(2) - 1 3/4" X 9 1/4" <br />LVL 2.OE Fb=2950 <br />(2) - 1 3/4" X 16" <br />LVL 2.OE Fb=2950 <br />(2) - 1 3/4" X 7 1/4" <br />LVL 2.10E Fb=2950 <br />RAG <br />(2) - 2X4 #2 SYP W/ 1/2" <br />FILITCH 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 />+29.7 -32.2 <br />+29.7 / -39.7 <br />+28.3 -30.8 <br />+28.3 / -37.0 <br />+26.6 -29.1 <br />+2 .6 / -33.5 <br />SEE SN SHEET SEE SN SHEET <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 />SECOND FLOOR PLAN � B. <br />SCALE: X"=V-0" <br />General Notes <br />R302.5 Dwelling/Garage Open ing/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 R302.1 1, 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. Ed. 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 (1102 <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 f1r. per FBCR G2408.2. Except where <br />WALLLEGEND <br />I I I 1777-1­11 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-1 1 /R-1 3 KRAFT FACED <br />EXT FRAME 2 x 6 R-1 9 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) I <br />0 <br />c*4 <br />C: <br />W C5 <br />0 0 <br />L) <br />0 LL1 <br />10 OWN <br />SE <br />RL�* <br />4� <br />C." <br />`0 <br />o �ke <br />N <br />F E S <br />To the best of the Engineers knowledge, Information and belief, <br />the structural plans and specifications contained within these <br />drawings romply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineers signature and sea] is only for <br />the structural engineering portions ofthe drawing pages bearng <br />Engineers signature and seal. <br />CD <br />W oo <br />"or E r� <br />c:> c) co 4t <br />6 cc) u- <br />oo 21) "L . <br />0 co 05 . Lu <br />0 U) r,� -0 Lij CL <br />N 0 - LL CL <br />0 ce) <br />LL a. Lu <br />-6 W C) <br />Z W <br />Z 3: 0 <br />13 <br />i c, 0 �- <br />�c-& WU-j <br />M -j. <br />W 02m;; M< <br />I- <br />W U) -�< <br />IL - d <br />00 <br />c"! cl) Z <br />'o <<So <br />0 W <br />Z 0 3 _2 <br />(D <br />c, Q <br />c, <br />< <br />ARIN1111191 <br />Ik3 <br />cl) <br />U) !! " <br />V) Z: <br />(1) (D .2 <br />4-1 c-/3 <br />SLU <br />- Fe <br />U <br />0 <br />S <br />t­ W <br />Lu <br />E <br />8 <br />.5 <br />c) o <br />u) <br />CL, <br />o <br />c.0 <br />Cl) <br />g <br />z <br />LL. <br />c,i E <br />< <br />CL 8 <br />E <br />-a> <br />5-6 <br />o <br />uo <br />o <br />ow. <br />Z <br />gE <br />c:) <br />b <br />I., <br />�� z <br />w <br />z2 <br />to <br />U) C: <br />C: <br />z <br />o � <br />N <br />� o <br />c) <br />z <br />Z <br />C6 <br />W <br />z <br />w <br />zo <br />0) <br />2 3. <br />CL <br />o;� <br />'Q <br />z <br />W <br />>, <br />( ) <br />E <br />CD <br /><w- <br />3: <br />o <br />Ml <br />cz) <br />m <br />0 <br />W C:) <br />> L6 <br />0 <br />lqt <br />cc <br />W <br />L- <br />CNI <br />CID <br />T- <br />D <br />11qr <br />Cr <br />CL <br />U) <br />4-J <br />+-J <br />U <br />LO <br />q <br />CN <br />N <br />0) <br />LO <br />C) <br />N <br />Ln <br />< <br />E <br />170 <br />0 <br />Z <br />Z <br />E r- to <br />�a <br />E <br />0 <br />0 < <br />JOB <br />NO: 22-02362 <br />SCALE : AS NOTED <br />SHEET NO'. <br />1.2 <br />