2905 MAPLE ST 2022 Plans 2025-07-07

R _ AVARES • - INTSW1.Son Mirk CA lZ1 wIlr MI MraMri Molt IwMrRp Iri17 MINIM ................... I) RAMP SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN I/12(85Tr THE PLANS.mEus WOKS SHOWN a+ SLOPE) THESE DRAWINGS ARETHE PROPERtt REFERENCE:IBC 2009 OPR 5.5 TAVARES ASSOCIATES.DEVISED / 2) THE MAXIMUM VERTICAL RISE OF RAMP RUN SHALL BE 30'MAXIMUM. SOLELY NAILITO1REUSED.tOR TM CONTRACT.THESE rues suAUNOTEEvs%r+WHOLE DESIGN LOADS OR IN PART.TOR ANY PURPOSE FOR 3) THE SLOPE PERPENDICULAR TO THE DIRECTION OF TRAVEL AND THE UVE LOAD- 100 FSF %MOCK THEY WERENO7WENDED G�� HANDRAIL IMPACT-200 LB,OR50 PIf OF*&3TAVAP.ESASSOCIATESO�0EN1 pi pi 0SLOPE ON LANDINGS SHALL NOT BE STEEPER THAN ONE UNIT VERTICAL Ate- IN 48 UNITS HORIZONTAL- MATERIALS A 4) WHEN CHANGES IN DIRECTION OF TRAVEL OCCUR AT LANDINGS ROUND STEEL TUBE-ASTM AS I3 Fy=35 KSI A j� G(�,0/ -D-5 BETWEEN RAMP RUNS,THE LANDING SHAD-BE 6dk60"MINIMUM SQUARE STEEL TUB-ASTM A500 GR.B Fy=21 K51 ALUMINUM SHEET-3003-1122:Fty=27 K51,Fcy= 14 K5I OR. 5) MANEUVERING CLEARANCE ON PULL SIDE OF DOOR SHALL BE 18'ON 5052-H34:Fty—24 KSI,Fey a 24 K5I A 7 INTERIOR AND 24"EXTERIOR WITH GO' LANDING IN FRONT OF DOOR PROFESSIONALSTAM WELDS 6) HANDRAILS SHALL BE CONTINUOUS ALONG BOTH SIDES.HANDRAILS SHALL BE WELDING SHALL BE IN ACCORDANCE WITH AWS D.1.188 PARALLEL WITH THE SURFACE AND PROJECT 12'ON TOP OF RISER AND 12' USING E70XX ELECTRODES FOR STEEL PLUS ONE TREAD AT BOTTOM RISER AT RAMPS WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN RUNS,THE HANDRAIL SHAD.L9(TEND HORIZONTALLY ABOVE THE LANDING 12'MINIMUM BEYOND TOP AND BOTTOM RAMPS 7) TOP OF HANDRAILS SHALL BE MOUNTED BETWEEN 33'AND 36"ABOVE THE SURFACE. PROJECTTITLE 8) CLEARANCE BETWEEN RAIL AND WALL SHALL BE 11/2". 2 I STRUCTURAL NOTES I SCALE:NONE 9) GUARD RAILS SHALL TO BE DESIGNED FOR.A CONCENTRATED LOAD OF COMPLETE ACCESS 200k APPLIED©ANY POINT AND ANY DIRECTION ALONG THE RAIL OR A UNIFORM LOAD OF 50k/L F.APPLIED HORIZONTALLY TO THE GUARD 35' RAMPS HEIGHT. 10) BALUSTERS ARE INDEPENDENTLY DESIGNED FOR A CONCENTRATE LOAD HESE DOCUMENTS HAVE NOT BEEN OF 200N APPLIED TO ONE SQUARE FOOT OFAREA. SHEET TITLE PPPROVED FOR THE ISSUANCE OF I I) HANDRAILS SHALL HAVE A CIRCULAR CROSS SECTION WITH ANOUTSIDE PJBLIC WORK, MECHANICAL, FIRE MAXIMUM DIAMETER OF 1 I/4" MINIMUM AND 2"MAXIMUM. RAMP WITH :.JPPRESSION, ELECTRICAL OR 12) GRIPPING SURFACE SHALL BE UNINTERRUPTED BY POSTS OR OTHER SWITCHBACK R UMBING PERMITS CONSTRUCTION ELEMENTS OR OBSTRUCTIONS. THIS SET OF 13) HANDRAILS SHALL NOT ROTATE IN THEIR FITTINGS. iL9B1INGS` SHALL NOTES 14) ENDS OF HANDRAILS SHALL RETURN SMOOTHLY TO FLOOR WALL OR POST. 3E ON JOB SITE 15) STEPS,RAMPS AND PLATFORMS SHALL BE DESIGNED FOR.100 P5F UVE LOAD. AT ALL TIMES. CITY OF EVERETT :RO+ECiNUWER OASE IC) SUBMIT SHOP DRAWINGS FOR APPROVAL 13117 25.13 REVIEWED FOR PERMIT CQAaT 6Y CHECKED EY SHEET ILO. E A1 .O 1 I RAMP NOTES I SCALE:NONE 3 I NOT USED I SCALE:NONE