36417-36437 Campfire Ter - Laserfiche WebLink

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Cn Lo 1,4 C/) CN C:) C14 C) C14 r1D -4- C14 0 C14 `61 C=3 C14 C=> 02 0 CN C14 CL E co a) E 0 9 LZ: C'4 CL C14 C) C14 fn S2 V) C> -STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE 10'-8 3/4" TOTAL RUN 14'-2" 19 3/4" PLYWOOD �-) DECKING - F. FL. F. FL. OWNER'S BATHROOM SCALE: 3/8" =11'4- BATHROOM 2 SCALE: 3/8" = V-0" 42" KNEE WALL WITH 1x8 CAP & CASING (AT 2nd FLOOR ONLY) N, 9 F- � FILLED CELL LEGEND � CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18JX25J S.H. 13 20 X 381 18JX371 S.H. 14 20 X 50J 18JX 50 S.H. 15 20X63 18 4 X 62 S.H. 16 20 X 72 18 17 X 71 S.H. 1H2 27 1/4 X 26 26 X 25 J S.H. 1H3 27 1/4X382 26 x 37 1 S.H. 1H4 27 J X 50 J 26 x 50 S.H. 1115 27 q1 X 63 26 X 62 1/2 S.H. 1H6 27 J X 72 26 X 71 1/2 S.H. 22 37JX26 36JX25 1/2 S.H. 23 37;1 X 38 2 4 8 36 J X 37 3/4 S.H. 24 37 4a X 50 E 36 J X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37 J X 72 364 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73JWIDE S.H. 32 54 X 26 52 -21 X 25 -21 S.H. 33 54 X 38a 8 52JX 37J S.H. 34 54 X 50J 52JX50 SA. 35 54 X 63 5217 X 62 4 S.H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. (2) 2x8 w/ 1/2" FLITCH HEADER SLOPE CEILING TO MATCH STAIR RISE F. FL. _N7 N, 17 15 14 13 0 A 12 Z 11 ,--CONT. 9 10 HAND RAIL < 9 0 8 < 7 uJ 6 5 2x STRINGERS 4 00 F. FL. 14'-2" L N�,- 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ 16"o.c. AND TYP. STAIR SECTION_ 3" FROM EA. El' HEADER SCHEDULE MARK HEADER SIZE REMARKS (2) - 2XIS #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" FILITCH PLATE <@>(2) - 2X1 0 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X1 2 #2 SYP W/ 1/2" FLITCH PLATE (2) - 1 3/4" X 11 114 LVL 2.OE Fb=2950 (2) - 13/4" X 9 1/4" LVL 2.OE Fb=2950 <e>(2) - 1 3/4" X 16" LVL 2.OE Fb=2950 (2) - 13/4" X 7 1/4" LVL 2.OE Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG I FLITCH PLATE Bearing Wall Call Out When Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS DRYWALL 1 1/2" MIN. CLEARANCE 1 1/4" TO 2" DIA HANDRAIL NO LESS THAN 34" NOR MORE THAN 38" ABV. TREAD NOSING METAL HANDRAIL BRACKET BLOCKING AS REQUIRED V HANDRAIL DETAIL SCALE: 3" =V-0" Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches, The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding 1/2 inch. A nosing projection not less than 3/4 inch and not more than 1114 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway - Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight, Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of notless than 1114 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or glade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required gual'ol height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. 1ST FLOOR PLAN - UNIT-C 1624 SCALE: Y4"=V-10" 7 - - - - - - - - - - - - - - - - - - - 7 2ND FLOOR PLAN - UNIT-C 1624. SCALE: )/4"= V-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 -32.2 +29.7 / -39.7 +28.3 -30.8 +28.3 / -37.0 +26.6 -29.1 +26.6 / -33.5 :4:-) SEE SN SHEET SEE SIN SHEET (H 4 0 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Open i ng/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.1 1, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Ed. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp, Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (1102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M 1507.2 Re-ci rcu lation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALLLEGEND 2-STORY MASONRY WALL 1111177771 BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" M 00 10 .0531 2111 VASOV2YXLJa., 9'-4" 4, F-1 Ir 110 MASONRY HGT. @ 8'-8" A.F.F. I a WORWI.-TTATMAIFUTM 1, 177 BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1 ST FLOOR 664 S.F. 2ND FLOOR 970 S.F. TOTAL 1634 S.F. GARAGE 246 S.F. LANAI 108 S.F. ENTRY 98 S.F. TOTAL SQ. FT. 2086 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-1 1 /R-1 3 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACFn R CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFTFACED (-A-) G.C. TO COORDINATE PLUMBING TO AVOID �OJ CONFLICT WITH STRUCTURAL WD. COL._ 0 co C-2 C In 13 - (n W 3P. -,X. Cc 3 Cc Jn cc C; jago WAq S 4 e.S -A 0 7� V\': To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineedng portions of the drawing pages bearing Engineers signature and seal. W 0 E 0 CY) �o 0 C� 0. Cc: 0 In uU LL,J EL 'Wink 0q) r6 a LL. cc LL Z -J -- 2� 0 Z = �O 0, ��: 0 =) 1,U "o: ,zr 0 0 = C? 0:: 0 'Ca 00 Lu (N < W 0 :E I- . - W C� :� r - Z �� 0 W 0 Lu U) cy, Z < () a. N < 0 U) 1- od 000 Z W < V) Q) Q X 4--J L.0 0 LU LL, E W < 0 CID ce E 0 E L) C`0 < .0 C1 E Z Z E. ==1 U�, C � < .0 I , 0 Z M -=5 8 < I 00 1Z �O 0 3: <2 Z CD W < MJ 0 > 00 M co CU ,,:I- 0*4 k- a) 0 C'4 M (0 C) LL C:) CL E oo co U) 0 4-0 LO 4-J ll`� CN 0 It L0 (0 C0 C? L0 N CY) (=) C5 0") 0) CN LO CD E (y) LO 0 Z cc Z E - CU E 0 'o J < JOB NO: 23-04725-04730 SCALE : AS NOTED SHEET NO. 4