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HomeMy WebLinkAboutA-322 - STAIRWAY DETAILSGUARDRAIL SEE FLOOR PLAN FOR WALL T/PE 1-12" MIN. RETURN TO WALL bbebe 2'-6"X 4'-0" ROOF HATCH SEE SPECIFICATIONS / CONT. HANDRAIL / \ A TYPICAL 1-1/2" DIAMETER BOLT STRINGER TO STEEL TUBING BLOCKING ANDFLOOR I ROUND ALLCORNERS EACH SIDE. SIDE. \ AND EDGES HANDRAIL 7 / 12" TREAD W IDTH MOUNTING `- { \ 2 EACH SIDE BRACKET _ / 9" DEEP TREADS WITH MAINTAIN 112" ALTERNATING RISERS CLEARANCE AROUND N HANDRAIL STEEL HANDRAILS TOE PICKETS INSIDE ONLY ONLY GUARD (TYP) THRU BOLTS ELEVATION DETAIL GUARDRAIL @ INTERMEDIATE LANDING 1" = 1'-0" is ELEVATION DETAIL HANDRAIL MOUNTED TO WALL1 3/41,= 1'-0" 1-1/2" DIAMETER GUARD RAIL @ T-6" W/ VERTICAL PICKETS 1-1/2" DIAMETER HAND RAIL @ 2'-10" AFF ATTACHED TO GUARD RAIL (RETURN TO GUARDRAIL) 3/4" SO. PICKETS (12 GA.) @ 4" O.C. SEALED GONG @ ALL FILLED PAN LANDINGS & STAIR TREADS (LIGHT BROOM FINISH) W m NOTE I\ 1. ALL POST RAILING & PICKETS TO BE 12GA. OR BETTER 2. GUARDRAIL SYSTEMS SHALL BE DESIGNED AND CONSTRUCTED FOR A CONCENTRATED LOAD OF 200 LBS. APPLIED AT ANY POINT AND IN ANY DIRECTION AT THE TOP OF THE GUARDRAIL. 3. THE GUARDRAIL SYSTEM SHALL ALSO BE DESIGNED AND CONSTRUCTED TO RESIST A 200 LB. CONCENTRATED .,..._... `%A b% A......e-b" ,..... -_ 1Q. AREA AT ANY RELEASED FOR CONSTRUCTION MEDIATE RAILS OR Subject to compliance with all regulations of State and meal Codes City of Camel ANG `�vmlUtlBnrJnwJ�L 1 DATE: 07/22/19 6 Stair Handrail - Section2 m 6" = 1'-0" IIW la 4_131 W w K MC12 x 10.6 STRINGER FACE OF WALL STUD 4" 4" 5 SECTION DETAIL 3/8" = 1'-0" 2'-1 12" NOTE: GG. TO SUBMIT SHOP DRAWINGS FOR ARCHITECT REVIEW. STAIR TREADS CONCRETE FILLED PANS (LIGHT BROOM FINISH) VINYL NOSING WALL BEYOND w 1-1/2" RND 12GA GUARD RAIL w @ T-6" AFF W/ VERTICAL rc PICKETS. 2" TELESCOPING HANDRAIL - FASTEN TO STEEL STRINGER EPDM ROOF SYSTEM EXTEND OVER CURB ROOF SLAB SEE STRUCTURAL ROOF SLAB SEE STRUCTURAL 3/4- SQ. PICKETS (12GA) 1-1/2" DIAMETER GUARD RAIL WAIERTICAL PICKETS 1-1/2" CHANNEL PRECAST CONCRETE STAIR LAN PRECAST CONCRETE STAIR LANDING METAL SLEEVE CAST INTO CONCRETE 4'-0" STAIR WIDTH (SEE PLAN) OUTSIDE FACES OF STRINGERS U NOTE: ALL POST RAILING & PICKETS TO BE 12GA. OR BETTER. / / 1 SECTION DETAIL STAIR TREAD & RISER 1 1/2" = 1'-0" CENTERLINE OF STAIR 1 1/2" 1 1/2" 1 1/2" CENTERLINE OF STAIR 1 1/2" RND 12 GA 1 12" GUARD RAIL @ T-6" W/ VERTICAL TREAD PICKETS 1-12" RND 12GA HAND NOSE RAIL @ 2'-10" AFF ATTACHED TO GUARD NOSE 1-1/2" RND 12GA HAND RAIL @ 2'-10" AFF TREAD ATTACHED TO GUARD RAIL [n 1 12" 1 112" RND 12 GA GUARD RAIL @ T-T W/ VERTICAL PICKETS NOSE TREAD CLIP ANGLE @ EACH NOTE: STRINGER ALL POST RAILING & PICKETS TO BE 12GA. OR BETTER 4 12" V.I.F. 4 12" V.I.F. ( 1 `SECTION DETAIL- BOTTOM LANDING m 1 1/2" = 1'-01, 3 SECTION DETAIL- INTERMEDIATE LANDING m 1 1/2" = 1'-0" / s PLAN DETAIL STAIR HANDRAIL 0 TOP FLOOR am az 1 1/21,= 1'-0" 10 PLAN DETAIL STAIR HANDRAIL 1 1/21,= 1'-0" 11 ISOMETRIC HANDRAIL W/ GUARDRAIL ' 112" = 1'-0" BAS E4 BASE4 2901 CLINT MOORE ROAD, #114 BOCA RATON, FLORIDA 33496 888.901.8008 www.base-4.com RICARDO J. MUNIZ-GULLIET, AIA 5453 NW 106TH DR CORAL SPRINGS, FL 33076 Seal: j11MUM/ 1111 ```."o �� 1p eO:'PEGIBTE/kObe' 06.- le a�; noolsl r"= OF be ' 'u/CHITI�G41`�. Owner: t, I THE WITNESS GROUP 600 ENTERPRISES DRIVE LEWIS CENTER,OH 513.623.9430 HOME SUITES BY HILTON CARMEL,INDIANA PROTOTYPE VERSION-V2.2 2016 REVISION: MAY 2016 DECOR PACKAGE: TRIBECA ISSUE NO. DELTA I ISSUE DATE DESCRIPTION 1 AO 12019.03.04 ISSUED FOR PEFMR CURRENT ISSUE ISSUED FOR PERMIT CURRENT ISSUE DATE 2019.03,04 DRAWN BY NP CHECKED BY NL PROJECTNO. 64-134-1705 SHEET NAME STAIRWAY DETAILS DRAWINGS NO. A=322