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HomeMy WebLinkAboutEngineering SPECIFICATIONS rt 11 I„I i l I I I 1. PO OL BARRIERS DETAILED AND SPECIFIED ON THESE DRAWINGS COMPLY WITH THE ALTERNATE WHEN USING REQUIREMENTS OF 6TH EDITION(2014) REMOVABLE POST EMBED 114° FLORIDA BUILDING CODE:SECTIONS 454.2.17. X0.MTUBE f \��;.' tm 1.1 THROUGH 454.2.17 I.10AS APPLICABLE ITOP CAP2ALLALUMINUM EXTRUSIONS SMALL BE ,6061-TS.ALL SHOP WELDS SHALL USE 5358 SNAP CAP PLATEFILLER MATERVLL WITH 31161N.FILLET WELD LESS - O U.N.O.ALL MECHANICAL CONNECTIONSSHALL THAN _ �1 Z � B E MADE WITH 010 SHEETMETAL SCREWS I I _ ;J 6 ~4 - 1R'LONO U.N.O. I TOP CAP 3. POST INSERTAND POSTSMALLBESHOP \� \�\\�� • SNAP POST SELF-CLOSNG WELDED TO BASE PLATE �� GRAVITY LATCH 4. POST INSERT SHALL EXTEND 21-ABOVE BASE �//�//�//��\�� I /\� �/� gL7ERgNTE FOR ! �'- 5. PLATE.INSERT SHALL BE USED ON 2M FLOOR / /•e I \�j'� ��� BALCONY BALUSTERS I \� EMBEDFBEAM POST // •��\\` AND ABOVE APPLICATIONS.MAX RAILING ,�/�- /�\\� �\��\�� � PRbC L \\ 5 HEIGHTFOR THIS APPLICATION SHALL BE44'. Yom/ INSERT MIN 21' 8. GROUND FLOOR APPLICATION SHALLNOT BOTTOM CHANNEL 314-PICKETS lY REQUIRE POST INSERT. \�� \ \ \ I LESS TNAN4 W 7. CONCRETE SHALL DEVELOP A MINIMUM INCH OPENING -2" YPOST Z 4J COMPRESSIVE STRENGTH OF 2500 PSI IN 76 1- _ DAYS. M N. \�� ID a C B. POOL BARRIERS DETAILED AND SPECIFIED ON / /• COREDRILLEXIST. g THIS DRAWING ALSO COMPLYWITH STH ��j •� • CONC.312'01A AND BE GRAVITY HINGES J (7 y EDRION(2014)FBC R5101.17(RESIDENTIAL). FILLWIQUICK-ROKOR SSD B. FENCES IN BROWARD COUNTY MUST COMPLY � \ \�\ EQUAL Q WITH 5TH EDITION(2014)FLORIDA BUILDING ,��� j ���, LESS Z CODE,SECTION 161621 FOR HVHZ \l: � /� THAN C u 2 MINIMUM P.S.L 3' NOTE: ?GW XBp ����/ L• CONCRETE •' 4 MN. HEIGHT 3.WIDTHOF GATETO u+a 7 _ •. •�\�� MIOLLED POST BE DETERMINED BY RAR HEIGHT �,'ME/" -R=3 TYPICAL GATE ELEVATION 6 R=1 LING EMBED TO SOILR-2 (LING EMBED TO EXISTING CONC.SLAB SCALE' R-1 SCALE:NTS R_1 SCALE:NTS u J� R J Ly�gag 3 �Lu _t 2625 Q1. 2.00001000 1TOP CAP y'-JI}��•} Z IrDNOTE:RESIDENTIAL POOL BARRIERO BE TOP CAP BRAC SUNT 2. ' ��' N W I� SNAP POST PLATE G 2.413 2"x2"VERTICAL POST SNAP POST POST INSERT HR2 4B MIN.ABOVE GRADE(PBGs 424.2.17.1.1).FOR GREATER THAN 60 INCH ® HR4 MEIGMTRAILUSEINCH TOP CAP SPLICE 2' PICKET OR ADDITIONAL HORIZONTAL �' c 1.200 BOTTOM µ CHANNELTOP CAP4•PICKET SNAP POST 13 ❑ 125 CHANNEL WALL MOUNT 21'HEIGHT BOTTOM CHANNEL a•HEIQHrvoST P 14% 3/4"PICKET T"PICKET ..,... BRACKET OST INSERT .062 .062 SHOP I j 114•DIA HOLE Q WELD PICKET WELD RAIL EXTRUSIONS RAILING TO BUILDING MOUNT BASE PLATE O o a TO OPENING SCALE:NTS SCALE:NT8 Q 7 W LESS THAN 0375 .00 G 0]F- 4 INCHES - 41NCHES }20 ELEVATIONcab W W QZ 60• 2.488 $1 I1.�yl SHOP a U)R' 7' YVI - IlYllll BASEPLATE ' WELD TOP CAP SNAP POST SWAP POST PLATE DRA PN BY SNAP POST o 0 -�- 2.020 I.7es SHOP DATEDRAWN 6'(r MAX POST SPACING fi SNAP CAP PLATE SNAP POST PLATE 4. QLD, 10/13/16 (RESIDENTIAL POOL BARRIER) POSTNSERT pEVISION BOTTOM ] (4)114•x2114' (BALCONY RAILINGS)SPACING I� U 4' 6-MAX POST G CHANNEL 314"PICKET I-p© q, CONCRETE OPENINGTOBENOT BOTTOM CHANNEL .040 .040 SCREWS _ MORE THAN 21NCHE$ SNEEf NO: ' � HANICAL RAIL RUS ALT.MOUNT TO EXIST.CONC.SLAB R-4 TYPICAL RAILING ELEVATION SCALE:NTB SCALE:NTS R 1 R-1 SCALE:NTS