Loading...
05-1502-001EXISTII T EYME 6 STAIR PLAN SCALE 3/4 "g►" I I I ONE -- At RAIL SCALE 3/4", 1" SHOP NOTES:. P RAIL MATERIAL: -TOP RAIL, SOT. RAIL , HANDRAIL AND POST 1 y" DIAM. EXTRA STRONG STEEL PIPE - PICKET 1/2" DIAM ROD. 2) GRIND ALL WELQS SMOOTH. 3) RAILS TO DE HOT DIPPED GALVANIZED. SPLICE TOP RAIL EXISTING CONCRETE STAIRS TO REMAIN. BOLL RAIL EXPANSION BOLT ONE - BI RAIL SCALE 314' =1" HANDRAIL EXISTING CONCRETE STAIRS TO REMAIN. DETAILD SCALEd 1/2"-V-0" JUAN FERNANDEZ- BARQUIN, P.E. STRUCTURAL ENGINEER P.E. # 40114 THRESHOLD INSPECTOR # 0947 2520 N.W. 97th AVENUE, SUITE #240 DORAL, FLORIDA, 33172 PHONE: 786-336 - 0881, FAX: 786 - 336 -0884 jfbeng @bellso*h.net STING WALL REMAIN, i 12 10 *Au 131 RA FIRST PAGE FIELD f"LICE S 0 C-C SCALE: I 0 "= i" c� cv III 411 1.'.' B B-- A A DETAIL " I " cv T1 /411 111 w 3' -5" (CONCRETE) -6" SECTION A--A SECTION B ^B 3' -5" (CONCRETE) SCALE I U2 ".1" SCALED 1/2 " =1" STAIR PLAN SCALE 3/4 "g►" I I I ONE -- At RAIL SCALE 3/4", 1" SHOP NOTES:. P RAIL MATERIAL: -TOP RAIL, SOT. RAIL , HANDRAIL AND POST 1 y" DIAM. EXTRA STRONG STEEL PIPE - PICKET 1/2" DIAM ROD. 2) GRIND ALL WELQS SMOOTH. 3) RAILS TO DE HOT DIPPED GALVANIZED. SPLICE TOP RAIL EXISTING CONCRETE STAIRS TO REMAIN. BOLL RAIL EXPANSION BOLT ONE - BI RAIL SCALE 314' =1" HANDRAIL EXISTING CONCRETE STAIRS TO REMAIN. DETAILD SCALEd 1/2"-V-0" JUAN FERNANDEZ- BARQUIN, P.E. STRUCTURAL ENGINEER P.E. # 40114 THRESHOLD INSPECTOR # 0947 2520 N.W. 97th AVENUE, SUITE #240 DORAL, FLORIDA, 33172 PHONE: 786-336 - 0881, FAX: 786 - 336 -0884 jfbeng @bellso*h.net STING WALL REMAIN, i 12 10 *Au 131 RA FIRST PAGE FIELD f"LICE S 0 C-C SCALE: I 0 "= i" c� cv III 411 1.'.' B B-- A A DETAIL " I " cv T1 /411 111 w SECTION A--A SECTION B ^B SCALE I U2 ".1" SCALED 1/2 " =1" 2 y , " 4- 0, r 1 z • O�~ �f •t 113i t THESE PLANS ARE FOR IUILDINC DEPARTMENT REVIEW N)r l STIR U RD 11_�J WITH PANDRAI�.�J' ONLY. 'THEY ARE NO "f TO 1E CONSTRUED AS CONSTRUCTION DETAILS O DOCUMENTS UNTIL ALL BUILDING DEPARTMENT APPROVALS ARE OITAINED. JOB YMCA PRINTS I REVISIONS LOCATION 43 ©� 5W 58 th Avenue, Miami' BY DROP To d7HER BY RE N Rl' CR"' DESCRIPTION CUSTOMER' ARGHT / ENGR. ACERO ENTERPR ISE INC. , Q 14323 SW 135 CC MIAMI, FL 33186 Tel. (305AI1 -2322 Fax:1305AII -2323 MADE --�-- CHECKED- ---- -- DATE 6EQ., JOIE" SHEETS 1 of 3 _REV"' ,i