H-1 - Ordinance 2022-492 - Rezone Prairie Village Part 3 - R-1A, R-2, R-4, R-1E to R-1D-OPD, R-2-OPD, R-4-OPD

BASEMENT NOTES: KEY NOTES: - ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS OTHERNISE NOTED. [1] LINE OF SLAB ABOVE COMPLIANCE OF FIRE PROTECTION OF - FOR ADDITIONAL sores SEE GENERAL NOTES ON TITLE SHEET AND DETAILS. FLOORS PER IRC SECTION 302.13 BASEMENT= 6'-8" IND. ON ELEVATIONS. ~ WINDOW HEAD HEI ET BENEATH STAIRS AND LANDINGS. DIRECT-VENT APPLIANCES ARE TO BE M BO, WALL: USED PER LOCAL CODES - PROVIDE FIREBLOCKING. (PER LOCAL CODES) - ae SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A AiELMS onENCLOSED ACCESEIBLE AREAS, (PER LOCAL CODES) EGRESS OPENING OF 5.1 SQ FT WITH MIN. DINENSION ¢OF 24" IN HEIGHT AND 20" re WIDTH: SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. (PER LOCAL CODES) ALL ELECTRICAL AND MECHANICAL EGUIPMENT AND TERS ARE SUBJECT TO [4] wa ‘SUMP PIT LOCATION WHERE REQUIRED RELOCATION DUE TO FIELD CONDITIONS, CONTRACTOR TO VERIFY. BY SOILS ENGINEER, VERIFY. ~ REFER TO STRUCTURAL DRAWINGS FOR INFORMATION NOT SHOWN ON THIS PLAN. fj WATER HEATER AND FLOOR DRAIN. - VERIFY ALL DOOR THRESHOLD HEIGHTS TO HARD SURFACES. (PER LOCAL CODES) 13/4" MAX AT INSWING DOORS. (PER LOCAL CODES) FAU IN STORAGE SPACE. INSTALL PER - SLOPE ALL STOOPS AND HARDSCAPE MATERIAL AWAY FROM BUILDING - TYPICAL. MANUFACTURER'S WRITTEN REQUIREMENTS. - SLOPE GARAGE FLOOR |/8" PER FOOT TO GARAGE DOOR OPENING. VERIFY LOCATION W/ MECHANICAL DRAWINGS: - VERIFY CURB CUT BLOCKOUT WITH GARAGE DOOR MANUFACTURER. [B] TEMPERED SAFETY GLASS, - REFER TO CIVIL DRAWINGS FOR FINISH SURFACE ELEVATIONS. (PER LOCAL CODES) - TYP STOOP AT INSWING/SLIDER DOORS: 3'-6" DEEP BY THE WIDTH OF THE DOOR SERVED, MINIMUM. (PER RCO SECTION 311.3,) PROVIDE A SLIP-RESISTANT FINISH. [4] TUB-SHONER COMBO 34-0" Aa fo] [a] Foor DRAINS. SEE PLUMBING AND CIVIL 6-4" 20-0" wl) NO: |DATE: | REVISION: ore FoorNe FROM WALLS TO DRAIN IGS FOR SIZE, CENTER IN 54! , 0 . 78 Y ASI AN 0413.21 1/6" PER FOOT CROSS SLOPE. EGRESS WINDOW WELL AS 1 i REQUIRED PERLOG, CODE CONDITIONS. VARY BY LOT AND GRADE. CONNECT TO ; | CONNECT TO FOUNDATION d FOUNDATION DRAINAGI ib SYSTEM T'-9 1/2" STAIR NOTE: ' " ee 14" TJLWITH 3/4" eeSUBFLOOR) —~——_fii_bE__ -j|__} fd at eet | s RISERS AT +/- 1.35"= volVa"TOTAL TREADS AT IO"EACH 7 2811 AN/ | 2811 AN / | RISE VERIFY 4040 SLIDER, | 4040 SLIDER, eu | BUILDER TO | BUILDER TO VERIFY hell | VERIFY 5 ell aa am ell | Woul 8'-4 |/2" STAIR NOTE: | unfinishedbasement |! ' " (USE 14" TJI WITH 3/4" PLYWOOD SUBFLOOR) | a I5 TREADS AT IO" EACH VERIFY I6 RISERS AT +/- 1.64" = 122 1/4" TOTAL by 2" clg Pls RISE VERIFY . | VERIFY ALL GRADE . | “ BEAM LOCATIONS : > | PRIOR TO POURING OPTIONAL SE cy ie 8 | OF CONCRETE. ROUGH-IN ( —¥F rot] g . 52" ag" | MAIN SLAB HOLD 2x4 FRAMING | | § t CONTINOUS 2" |/2" FROM COWCRETE | | HANDRAIL, WALL FOR Al SPACE | | | PER LOCAL, oy 40' Series | CODES "I" ] | | ADD (|) jo", UPI | X424 | RA | appitionaLS qe RY 1 |. | cal RISERS AT 112 Master Set | 8-4 1/2" , po] 8 | PLATE HEIGHT F TTT (lowa) L rt / bo: 3-9" | \r - | lin . 3 A rid > + | Lit a + Pi} it z Ip] | IP ayy Leu + | | 2) = yt 5-0" | (3) TT ' > : Wt | a Sp I. = b Woy I$ sy Wy Wy 1s | a2 FY a Wy Hil | | 28 Id | Id) | nS | tpt | ihyr----4 Ti == y {J ant | PORCH SLAB D-RHORTON . Wg . Stnericas Buitder canWy a 2 me PROIECTNO: GMD-GAIIO4B | Syl Trt | \ k f ‘SHEET TITLE: a STEPS MAY OCCUR, SEE CIVIL DRAWINGS. +—~|_ F -- 4 Oe ee in "X424' PROVIDE HANDRAIL AND GUARDRAIL PER pL oere LEVEL 60 2S TO rays OCAL CODE. aye HAVE COLUMN; FINISH BASEMENT 2 } 2 ATOP SLAB 50! q-4" | PLAN '4EGF' seo | Basement Plan 'A' PRINT DATE: Sept 20, 2019 SCALE: 1/4"=I'-O" AT 22"X34" LAYOUT 1/8"=I'-0" AT II'"XIT" LAYOUT. ‘SHEET NO: A1.6