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06-397-002OPENING IN GURADRAIL MUST REJECT 4' OBJECT ❑❑❑❑❑❑❑❑❑❑❑ ❑❑❑❑❑❑❑❑❑❑❑ ❑❑❑❑❑❑❑❑❑❑❑ ❑❑❑❑❑DODO❑❑ ❑❑❑ ❑❑❑ 2,_g�, ❑❑❑❑❑❑ i ❑❑❑ D❑❑❑❑D❑❑ ❑❑❑❑❑❑ ❑❑ODD❑ 2 —9 0❑❑❑❑❑❑❑D ❑❑❑ ❑❑❑❑❑❑D❑❑❑❑ ❑ 1� ❑❑❑❑❑❑❑❑❑❑D B ❑❑❑❑❑❑❑❑❑❑❑ ❑❑ ❑❑❑❑❑❑❑❑❑D D❑❑ ❑❑❑❑❑❑❑❑❑ ❑DODO ❑❑❑❑❑❑❑ ❑❑❑❑❑❑ A ❑❑D❑❑❑ C ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ DC D❑DDDD❑ ADE10 ❑❑❑C ❑❑❑❑D❑❑ AD DDDC DD❑❑❑❑❑ El El El El E El L1 El D El El El El El ❑❑DE ❑❑❑❑❑❑ ❑❑❑❑❑ ❑❑❑E ❑❑D El El El El El El El El D El El El E ❑❑❑❑❑❑❑❑❑ ❑❑❑ ❑❑❑❑❑❑❑❑❑D❑ ❑ ❑❑❑❑❑❑❑❑❑❑❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ OPENING IN GURADRAIL MUST REJECT 6' OBJECT El El El El El El El El El ❑❑❑❑D❑❑ ❑❑❑❑❑❑ El El El El El El El ® r STEEL RAILING ELEVATION SCALE, 3/4'=1'-0' N d' POST TO 9-v<„ (TYP•) 1 /�ZTFLATa BAR PICKET) PICKET TO RAT�BAR 4" MIN. EDGE DISTANCE SECTION 1-1_ SCALE, 1'=1'-0' SCOPE OF WORK "WORKS SHOP" SHALL FURNISH SUPERVISION, LABOR MATERIAL & EQUIPMENT TO PERFORM THE FOLLOWING SCOPE OF WORK IN STRICT ACCORDANCE WHIT THESE PLANS & SPECIFICATIONS, THE WORK INCLUDE, BUT NOT NECESSARILY LIMITED TO THE FOLLOWING: STEEL GUARDRAIL AT INTERIOR STAIR -- 24 L. F. Wood, , Cap 1 "X 5/8" FLAT BA W 1 4 LAG BOLT 1 1 2 MIN. P N TRATION INTO WOOD CAP @ 16" 0/C. 13- Ohl "Up LEGEND: AO — 1 1 /2"x 1 1 /2"x 3/16" STEEL POST @ 4'-0" 0/C. MAX. 4" EPDXY GROUTED IN TO EXISTING CONCRETE SLAB. © — 1 1 /2% 1 /2" STEEL FLAT BAR W/ 1 /4" 0 LAG BOLT, 1 1 /2" MIN. PENETRATION INTO WOOD CAP (BY OTHERS) © — 1 1/2" x 3/8" SOLID STEEL FLAT BAR AS BOTTOM RAILING OD — WOOD GRID 1 /2"x( 7/8" RECTANGULAR SECTION W/ 1 3/4" SPACING RAILING PLAN DECORATIVE WOOD COVER Ej G t�A ni -Tvvs;r bRI �. L 11�G KEuJ RAKING BETA N.T.S. LUMBER NOTES: LUMBER USED FOR JOIST, BEAMS, INTERIOR BEARING WALLS AND/OR OTHER SSTRUCTUAL MEMBERS SHALL BE OF A STRESS GRADE OF 1500 PSC / NOMINAL EXTREME FIBER STRESS IN BINDING OR AS NOTED ON DRAWING, TIMBER; Ai ALL TIMBER DESIGN AND FABERCATIONS SHALL CONFORM TO THE "NATIONAL DESIGN SPECIFACATIONS FOR STRESS —GRADE LUMBER AND ITS FASTENINGS" B+ USE STRESS MINIMUM PROPERTIES FOR WOOD STRUCTUAL MEMBERS C; ALL LOAD SUPPORTED WOOD MEMBERS TO BE N❑,Z STRUCTURAL GRADE SOUTHERN YELLOW PINE STRUCTURAL STEEL NOTES 1— STRUCTURAL STEEL SHALL CONFORM TO THE AISC " SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" ,LATEST EDITION 2— WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF THE AMERICAN WELDING SOCIETY,AWS D1.1 WELDING SHALL BE PERFORMED USING E70XX, LOW HYDROGEN ELECTRODES, U.O.N. ELECTRODES ARE TO BE PROTECTED FROM MOISTURE. 3— STEEL COLUMNS AND STRINGERS SHALL BE Fy = 46 KSI WHIT CAP AND BASE PLATE UNLESS OTHERWISE NOTED. 4— STRUCTURAL STEEL SHAPES, PLATES, ETC.— ASTM A36 5— STRUCTURAL STEEL TUBING — ASTM A500 GRADE B. 6— NO SPLICES SHALL BE PERMITTED IN ANY STRUCTURAL STEEL MEMBER 7— NON —SHRINK GROUT SHALL BE: NONMETALLIC SHRINKAGE —RESISTANT GROUT, PREMIXED NON —CORROSIVE, NON —STAINING PRODUCT CONTAINING SELECTED SILICA SANDS, PORTLAND CEMENT, SHRINKAGE COMPENSATING AGENTS, PLASTICIZING AND WATER REDUCING AGENTS, COMPLYING WITH CE—CRD—C621. 8— ERECTION: A— AFTER ERECTION, CLEAN FIELD WELD, CONNECTIONS AND ABRAIDED AREAS WHERE SHOP COAT HAS BEEN DAMAGED. SPOT AND PRIME AREAS USiNG SAME MATERIAL AS SHOP COAT. B— SET ALL MEMBERS SO THAT, IN THEIR FINAL LOCATION,LEVEL, PLUMBNESS ALL ALIGNMENT ARE WITHIN THE TOLERANCES STRUCTURAL NOTES: — DESIGN INFORMATION: F.B.C., 2004 — DESIGN LOAD: F.B.C., 2004(Table1607.1, 1618.4.6.1, 1818.4.6,2) — DESIGN STANDARD : AISC—MANUAL OF STEEL CONSTRUCTION ASD-9th. EDDITION — HILTI PRODUCT TECHNICAL GUIDE 1 — AMERICAN WELDING SOCIETY, AWS D1. 1-98 — ACI 318-02 APPENDIX D MATERIAL SPECIFICATIONS: — STRUCTURAL STEEL : ASTM A500—GRADE B (FOR STEEL TUBES). ENGINEERING CONSULTANT REMBERTO CONTRERAS PROFESSIONAL CIVIL ENGINEER STATE OF FLORIDA. LIC. # 21522 30 NW 87 th Ave. #C-101, MIAMI, FL. 33172 TEL. (305)663-0543 PROPOSED ALUMINUM . AND STEEL RAILINGS FOR: -TERAHEN INC, A,FLORIDA CORP;j ADDRESS: PROJECTSS- �1L 1 6301 SW 72 STREET j SOUTH MIAM1, FLORIDA 410 . SEAL, ��t '�► inns ') 1 s Cx \. qy jd CO REVISIONS BY Comm.: Date: Scale: As shown Drawn: M.V. , Checked ` t� Appvd: Sheet Title DATE STEEL RAILINGS PLAN AT STAIRS Date: 2/27/06 Sheet No: ID, )uc SCALE 3/8"-1'-0"