Loading...
HomeMy WebLinkAboutPLANS01 THOSE FLANS AND ALL PROP095D Wom ARE SUBJECT TO ANY CORRECTJONS REQUIRED BY PXLD INSPHCXMIS THAT _. .PRAY BE NEC A'%Y Ifl O14M TO CM1PLY WI T H ALL APPLICMLE CODES. At 6 ON �dE COPY Z9� SCANNED BY St. Lucie Countv io/,CIO IISO/ yu So��6ail 701, uo� 90 I /00 CONCEALED FASTENERS 08 ATTACHMENTS ARE THE RESPONS1910 OF THE CONTRACTOR OF RECORD ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLIANriO REVIEWED BY DATE fl. -/ MUST BE KEPT O JOB OR NO INSPECTION W L BE MADE / v 4960 S' 6r6OV (�7Z)a2q- /- Chapter 7 - Handrails & Guard:...,;; INDUSTRY STANDA MENCIATURE. Many han i ave [de facto] standard extrusion number designations, or identific-a-Fio-n-h-um-tiers. These standard designations appear on the section drawings (refer to appendix A) as ISN #'s. Designs predicated upon extrusions of alloy 6063T6, alloys 600STS or 6061T6 may be substituted. Design criteria Florida Building Code - Building 1607.7 Allowable Stress Increase of 1.33 was used for these designs per FBC 1607.7.1.3 For the purposes,of these specifications, Residential is defined'as one or two family dwellings (refer to Exception 1, FBC 1607.7.1) - Swimming -Pool fencing is 48" high but otherwise need not meet minimum load requirements. For commercial applications of pool fencing;. gates 'must be self -closing, self -latching and lockable with a latch locafed near the top of the gate. Access gates; when -provided, shall be self -closing and shall'comply with the requirements of Sections 424.2.17.1.1 (FBC)•through 424.2.17.1.7 (FBC) and shall be equipped with a self -latching locking device located on the pool side of the gate. Where the device release is located no less than 54 inches from the.bottom of the gate, the device release mechanism.may be located on either side of the gate and placed such that it cannot be reached by a young child over the top or through any opening or gap from the outside: Gates that provide access to the swimming pool must open outward away from the pool. The gates and barrier shall have no opening greater than 1/2 inch within 18 inches of the release mechanism. AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 1 Page 7 - a C ,Apter 7 - Handrails & Guardrails 0 0 0 0 z t0 0 f z z f ' 3 Q w �F 0 0 o. E•I a;. z_ u4 ` 0 x 3 I w � � Raring Parts (refer to Append'a 1 for details by SN#) (ISN = Industry Standard Nomenclature) Top Rat: ISN #1, ISN #10, ISN #14 (each w/ associated snap cap) Bottom Rags: ISN #12A, ISN #3, ISN #12 Pickets: ISN #5, ISN #13 (hollow tubes) Posts: ISN #4, ISN #4A (each w/ associated snap cap) Post Spacing Speciticcations for Residential (36" High) Ra1Tng/Guards: ISN#4: I -Beam Insert not required for 36" high raT ng ISN#4A: Channel Insert required to be 12" high from bottom Post Spacings with associated Top Raft as fcibwsi ISN #1: 9 Fr O.C. ISN #10: 7 ISN 8 Fr O.C. Post SpacK Specifications for Con 4FT6 required to be,18" high late): - .C. and Grout with 8,000 psi grout Page 7 - 1 I AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 Chapter ) I laiidrails & Guardra„, Top Rail (refer to Table 701 — I — #10 SMS by 11W Lung into f Top Rail Snap Plate (see appends) screw slots of post ' Fasten each picket with #10 SMS by 11/2" long top and bottom a, ' into picket screw slots SCH 40 by 1Ya" Aluminum Pipe _ "Graspable" at 34" to 38" _ ktruded Pip ra k 1 'a" long ' @ Ea ".Post - Faste Post t ' with 2 ch #14 SMS by 1" - I Snap Posts 1 ) T X3/0'1 ce SN# 3)- �— I T I L E e een iC e � a a F I m. I Fasten each picket with #10- SMS by 1 h"long top and bottom into picket screw slots r _. I ttom Channel options per Table. 701 v $ Bore and Embed Post to 3" Depdi . and Grout wRh 8,000 psi grout —\ i x sole 1w =1. 0' O AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS 2.0 Page 7 2 -, SIDE k'- w s 0 LL z LH z 0 r- O Z 0 .y 0 N a :o! u BOTTOM RAIL — TOP RAIL TOP RAIL i%. O - -00 2" X 2" X 3/16" ANGLE ' - WITH 2-1/4" X 1-1/4" DRIVE PIN RIVETS OR T - BOLTS AND /4" FRONT VIEW S.M.S. 2 - #1 3/4" S.M. . SIDE VIEW RONT VIEW FRONT VIEW C ���wuiM�¶ON@����I�AGFIS �2110G,�„I�o