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06-397-001No. REVISION DATE 3 1 /2" X 4" X 3/8" ALUM. PLATE W/ (4) 3/8" 0 THRU BOLTS A 307 AND PROTECTED W/ A HEAVY BOuitu BITUMINOUS PAINT IN THE AREA IN CONTACT W/ WOOD OR STEEL (tYp•) RAILING PLAN SCALE 3i8.=i -o, SECTIUN SCALEi 1'=1'-0' I..L /\ I a I 1 1 \ \J V IN V IN I/ I (ET TO VBAR x 6" P.T. WOOD C V I DEL BEAM XIST. 2" X 4" CONT. WOOD CURB " X 4" EXIST. P.T. WOOD DECK (IST. 4" X 4" X 1 /4" STEEL )RIONTAL MEMBER . wWw 2 3/16" 01 LEGEND: AO - 2"x2"x1/4" ALUM. POST ® 4'-0" 0/C. MAX. WITH 3 1/2" X 4" X 3/8" ALUMINUM PLATE ATTACHED TO EXISTING WOOD DECK WITH (4) 3/8" 0 PROTECTED WITH A HEAVY BODIED BITUMINOUS PAINT IN THE AREA IN CONTACT IN WOOD OR STEEL ©- 2-5/8 " ALUM. DIXIE CAP TOP RAILING 42" HGT. ©- 3/4 x 3/4" x.093 ALUM.PI,CKET @ 4" 0/C. MAX. MUST REJECT A 4" 0 SPHERE. 0 - 2" x 1" x-1/8" ALUM. CHANNEL TOP AND BOTTOM RAILING . EO - 3/4 x 3/4" x.093 ALUM. HORIZONTAL ELEMENT O - ALUMINUM DECORATIVE ELEMENT 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: ALUMINUM RAILING AT BALCONY --250 L.F. EXISTING STEEL COLUMN DIXIE CAP (TYP.)---_ L 3"x 1 1/2"x 1/8"x 0'-1/2" ALUMINUM ANGLE WELDED TO CHANNEL OR CAP & BOLTED L ro Col.vi-mu 0/ . DP)4040 • 1/4" 0 KWIK SELF D ILLING — s-SCREW CHANNEL—\ CONNECTION TOP & BOTTOM RAILING N.T.S. ALUMINUM NOTES: 1- ALUMINUM TO BE 6061-T6 165 PCF SHALL CONFORM TO THE AISC MANUAL 9th EDITION AND ALUMINUM DESIGN MANUAL 1994 EDITION "SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF ALUMINUM" 2- WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF THE AMERICAN WELDING SOCIETY, AWS D1.1 ALL WELDING SHALL BE PERFORMED USING 5356 ALLOY, ELECTRODES ARE TO BE PROTECTED FROM MOISTURE. 3- NO SPLICES SHALL BE PERMITTED IN ANY ALUMINUM MEMBER. 4- NO -SHRINK GROUT SHALL BE:NONMETALLIC SHRINKAGE -RESISTANT GROUT, PREMIXED NON CORROSIVE, NON STAINING PRODUCT CONTAINING SELECTED SILICA SANDS, PORTLAND CEMENT, SHRINKAGE COMPENSATING AGENTS, PLASTIZING AND WATER REDUCING AGENTS, COMPLYING WITH CE-CRD-C621. 5- ERECTION A- AFTER ERECTION, AVOID FIELD WELDING WHEREVER POSSIBLE, CONNECTIONS AND ABRAIDED AREAS WERE 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, ALL ALIGNMENT ARE WITHIN THE TOLERANCES PRESCRIBED BY AISC CODE. STRUCTURAL NOTES: - DESIGN INFORMATION: F.B.C., 2004 ,ALUM. DESING MANUAL 1994 - DESIGN LOAD: F.B.C., 2004 - MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, ASCE 7-02 ENGINEERING CONSULTANT REMBBRTO 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. PROJECT ADDRESS: 6301 SW 72 STREET SOUTH MIAMI, FLORIDA SEAL 14 �, 2 �� 1t`�I.� •�i V OT <y�; REVISIONS BY DATE Comm.: Date: Scale: As shown Drawn: M.V. Checked Appvd: Sheet Title ALUMINUM RAILING PLANS, ELEVATIONS AND DETAILS. Date: 2/27/06 Sheet No: 14wF_L &. E"VI LL