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HomeMy WebLinkAboutBuilding plansSPECIFICATIONS 1, POOL BARRIERS DETAILED AND SPECIFIED[ THESE DRAWINGS COMPLY WITH THE REQUIREMENTS OF STH EDITION (2014) FLORIDA BUILDING CODE: SECTIONS 464. 2.17, 1.1 THROUGH 454. 2.17 1.10 AS APPLICABLE 2. ALL ALUMINUM EXTRUSIONS SHALL BE 6061-T6. ALL SHOP WELDS SHALL USE 5356 FILLER MATERIAL WITH 3/161N. FILLET WELD U.N.O. ALL MECHANICAL CONNECTIONS SHALL BE MADE WITH #10 SHEET METAL SCREWS 1 1/2" LONG U.N.O. 3. POST INSERT AND POST SHALL BE SHOP WELDED TO BASE PLATE. 4. POST INSERT SHALL EXTEND 21"ABOVE BASE PLATE. 5. POST INSERT SHALL BE USED ON 2n FLOOR AND ABOVE APPLICATIONS. MAX. RAILING HEIGHT FOR THIS APPLICATION SHALL BE 44". 6. GROUND FLOOR APPLICATION SHALL NOT REQUIRE POST INSERT. 7. CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI IN 28 DAYS, B. POOL BARRIERS DETAILED AND SPECIFIED ON THIS DRAWING ALSO COMPLY WITH 5TH EDITION (2014) FBC R5101.17 (RESIDENTIAL). 9. FENCES IN BROWARD COUNTY MUST COMPLY WITH STH EDITION (2014) FLORIDA BUILDING CODE, SECTION 1616.2.1 FOR HVHZ ALTERNATE WHEN USING �� �'&� • ���`11 i= p3 REMOVABLE POST EMBED 1/4" 1 X 0.090 TUBE H'F, °?: kY J T: FIWiYJ\MN Vr1AI lAYIIwGI11J �, �jS:.•........•. Y, -� TOP CAP y I , , ARTHERESPONSWOFTHE ��r.•. :��y`�`[% SNAP CAP PLATE ���/1}�/I� �p�//11j/��p�II _�: � - 1 4. TLAS HAN NjIIIIINIVII OF I= - '': � � i 1- I = Z, � < -- TOP CAP \/'\\/ \/\\/\\/ • �"\\�'\\� \ SNAP POST SELF -CLOSING i %• \\/\\/�� /'• ALTERANTE FOR !� 'L S1 •' . ...... • t' \/��\ \/ BALCONY BALUSTERS �\, - I �\ EMBED IMIN 21 POST PIP, � INSERT MIN 21'• P�t�q 6K1NAL6EAL \f \\�\/ � I • /�\�// BOT70M CHANNEL 3/4" PICKETS Ir LESS THAN 4 Lu MIN. �\ \\/. 2"><2"POST Z LLI 16" INCH OPENING Lu o // 3 DRILL EXIST. AND SELF -CLOSING W CONC. \�+' \/ \ FILL W/QUICK-ROK OR GRAVITY HINGES (7 S1 \\\\ EQUAL Q oll\ i� LESS Z O W THAN O C i 1 In CZ MINIMUM B"DIA. `/LLI CONCRETE S MIN. HEIGHT & IMDTH OF GATE TO O I NOTE, W 4 FILLED POST ' HOLE BE DETERMINED BY RAIL HEIGHT N O R 3 TYPICAL GATE ELEVATION - R- RAILING EMBED TO S �� R-2 AILING EMBED TO EXISTING CONC. SLAB R_� SCALE: NTS R_1 SCALE: NTS �.,�.J R-1 SCALE: NTS Z U I HESE PLANS AnD ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS a z $ REQUIRED BY FIELD INSPECTORS THAT 2 a W W MAY BE NECESSARY71N QRDER-TO 1� 2625 t °0°t� t2 °Dot r z 2000 TOP CAP YI }I�T u — < COMPLYWITH ALL APPLICABL& CODES.` TOP CAP ❑ WALL MOUNT 2000� 1.750 t0.060 795 z _' �� �-1 VI Lu PdwLL NOTE: RESIDENTIAL POOL BARRIER TO BE 2 d13 .125 BRACKET }1.624 48' MIN. ABOVE GRADE. (FBC# t 2"x2" VERTICAL POST SNAP POST POST INSERT SNAP POST PLATE 424.2.17.1.1), FOR GREATER THAN 601NCH � ® HR4 HR2 HEIGHT RAIL USE 1 INCH t2.0001 PICKET OR ADDITIONAL HORIZONTAL TOP CAP SPLICE CHANNEL. B 0 1 W° BOTTOM TOP CAP SNAP POST ❑ 3/4"PICKET 0125 CHANNEL 13 WALL MOUNT 21" HEIGHT 3/4" PICKET I^ PICKET BOTTOM CHANNEL BRACKET 44" HEIGHT POST I I POST INSERT N .062 .062 11J SHOP I 114" OIA. HOLE W H Of PICKET WELD I BASE PLATE WELD RAIL EXTRUSIONS RAILING TO BUILDING MOUNT p LU p (L OPENING SCALE:NTS SCALE:NTS TO BE Q � � 36" LESS THAN 1 4.000� 41NCHES AL I"AL _ PY,Lk3 0.375 y , m F I I l/ ELEVATION V LUTo t2 °0°t ST. LUC►F OUNTv RIIU n l nIVISION 60" t•2.468� J 2 O 0 Z 72" 114��7yI--� IIIOIII-T"ll'UIII � PLL4 CE EV1E�ti E.D FOR C �I 121 VIE:S`ED Y SHOP d 00 TCP CAP SNAP POSi'ATE � BASE PLATE "r WELD 1 LAMS AND PER'NUT TIUST E KEPT ON JO" n c SNAP POST PLATE DRAWN BY 4- UM0 F �:O lvSPECTl0.N W!LL �J ,'aiDESNAP POST SHOP DATE DRAWN 6' 0" MAX. POST SPgCING fi SNAP CAP PLATE SNAP POST PLATE q.000 ' WELD 10/13/16 (RESIDENTIAL POOL BARRIER) © G POSTINSERT REVISION 4' 6" MAX POST SPACING BOTTOM Ij (4)1/4" x 2 114' (BALCONY RAILINGS) CHANNEL r� 3/4" PICKET p PICKET CONCRETE 1 - OPENINGTOBENOT BOTTOM CHANNEL .040 040 400° SCREWS MORE THAN 21NCHES MECHANICAL RAIL EXTRUSIONS_ ALT. MOUNT TO EXIST. CONIC. SLAB SHEET NO: R-4 TYPICAL RAILING ELEVATION SCALE: NTS SCALE: NTS R 1 --` R_1 SCALE: NTS -�'�, ■ \ ■ 3I 6