Loading...
Plans 1 - c A i III 3; IAS? SuH Li 9 Amelia 7 2.``X0 e /d" D C. A/3 ll _ \ CIT G TIGA Approved.. . . ..... . . . .. 1 [t Conditionally Approved [ ] See Letter to: 'oa:ow [ ] A ;1ed Permit Number:�5T'20I Addr-ss: (di2c rr a By: ill • Dale: 12 5 i Approved pt,,.�3fl „ is l be on job site OFFICE COPY 3Vt x 16" ( I a EL/1-m j tiCECLiaS - x G P It c 1. Cc 77,vtAvct.S unoE2GT L 2-*xG" %&G 1bEGr-Lvv4 D A a A/) //2._ = / /y _ , , v, : 4 '41t 1.3U�N�7 ns-V •pyo g4 ,g)( /7 t,11.)17.g. c) C> s voA7/v 1 i/ 2 , 2 X '4 S 1-2aat iz Uo7 • 72.O n 9 1o9X .,Z 1,7// (ter/ i �L� / x /, E " �:� 3 c � ,,,1 , 1, 2 Cf, '.W �( .-e. rte . z 1 j ,# , r. �,6O ii eY .., I 1 ,,1, <\,000-z1Q'i\-01,, 770 11P 9./7'a I i • P 114' Z/ 0/75'7 -10/� ,, ',x ,3i o Vie. fl.•., . , 1 i i . .. q9I- f-V 9 1 1 ... , 1 ,4 08 f r (7;d1 4, 9 I 11 jA ! I ii L , ' 1 v. I I V \ f z1 1 • . ...._4)USP COLUMN BASES — CBSQ SERIES These column bases install using USP's WS2-HDG Wood Screws, -41 reducing installation time and cost.Designed for high uplift in high wind or 1" seismic applications. Includes a stand-off plate to protect the wood from standoff/77 ground contact moisture. , \4‘ Materials: See chart Finish: G-185 galvanizing 3" dMis.edge s- distance Options: CBSQ44, CBSQ46,&CBSQ66 are available in Hot-dip ) galvanizing.To order,add HDG to stock number, L� ~--- as in CBSQ44-HDG. F' Typical CBSQ44-TZ Installation: installation •Use all specified fasteners. See Product Notes, page 11. H 2 0 •WS2-HDG Wood Screws, 1/4" dia. x 2"" long, are supplied with CBSQ Bases. s •All models require a minimum edge distance of 3". •Embed the column base until the concrete surface meets the 73/16- "'2 g -, 13 edge of the stand-off plate. . •Not recommended for fence posts or other unrestrained (not fixed or fastened at top) applications. These The codes'specify that non ppbases are not designed to w1 decay resistant columns ii resist overturning (moment)loads. CBSQ44-TZ exposed to weather or located o in basements or cellars must be z supported by piers or metal 'm pedestals projecting 1-inch c Steel Gauge Dimensions(in) Fastener Allowable Loads(Lbs.) above floor or finished grade. 7 Schedules DF-LISP IRC R317.1.4, IBC 2304.11.2.7. Column USP Wood Bearing Uplift' Code Size Stock No. Ref.No. StrapBase W1 W2 H L Ref. The codes specify that Qty Screws 100% 160% structural columns shall be 4x4 CBSQ44-TZ CBSQ44-SDS2 10 16 3-9/16 3-1/2 8-3/4 2-1/4 14 WS2-HDG 6775 6870 fastened to resist net induced 4 x 6 CBSQ46-TZ CBSQ46-SDS2 10 12 3-9/16 5-7/16 8-3/4 2-1/4 14 WS2-HDG 13815 6870 130 uplift forces and prevent 6 x 6 CBSQ66-TZ CBSQ66-SDS2 10 12 5-1/2 5-7/16 8-3/4 3 14 WS2-HDG 16005 6870 lateral displacement at the bottom end. IRC R407.3, It` 1)Uplift Loads have been increased 60%for wind and seismic loads,no further increase shall be permitted. IBC 2304.9.7. 2)WS2-HDG Wood Screws are 1/4'x 2"and are included with CBSQ Column Bases. 3)Concrete compressive strength shall be 2,000 psi or greater at 28 days. POST ANCHORS — D SERIES 1-------Ltn �_ mSecures nominal sized posts to wood surfaces for light-duty applications. m Materials: 18 gauge I H c6 Finish: G90 galvanizing; D44-TZ&D46-TZ-G-185 Neal a galvanizing S ie tu Options: D46,D66 & D66R are available in Triple Zinc. --_,// To order, add TZ to stock number, as in D46-TZ. D Codes: ESR-3449, L.A. City RR 25749, FL11664 "/ Installation: ¢, • Use all specified fasteners. See Product Notes, page 11. FZ •Not recommended for fence posts or other unrestrained(not fixed • uphtt or fastened at top) applications. These anchors are not designed to i I resist overturning(moment)loads. •While D series post anchors offer some lateral and uplift resistance,they F, are not recommended as a primary means of anchorage for posts in railings. They may be used only for intermediate posts between fully Typical D installation anchored corner/end posts in rail systems. Dimensions(in) Fastener Schedule' Allowable Loads(Lbs.)' Post Beam DF•L ISP S•P•F USP Steel Fl F2 Uplift F1 F2 Uplift lode Post Size Stock No. Ref.No. Gauge W H L Qty Nail Qty Nail 160% 160% 160% 160% 160% 160% Ref. 4 x 4 D44-TZ BCS' 18 3-9/16 2-1/2 3-3/8 8 16d HDG 4 16d HDG 875 875 715 750 750 565 11, BC40Z F2Q 4 x 4 Rough D44R BC4OR 18 4 3 3-3/4 8 16d 4 16d 875 875 715 750 750 565 R12 4 x 6 D46 —— 18 3-9/16 3 5-3/8 10 16d 5 16d 1020 1095 715 855 920 600 4 x 6 Rough D46R-TZ —— 18 3-9/16 3 5-3/8 10 16d 5 16d 1020 1095 715 855 920 600 130 6 x 6 066 BC60 18 5-1/2 3 5-3/8 10 16d 5 16d 1020 1095 715 855 920 600 11, 6 x 6 Rough D66R BC6OR 18 6 3 5-3/8 10 16d 5 16d 1020 1095 715 855 920 600 F20, 8 x 8 Rough D88 BC80 18 7-1/2 3 7-3/8 12 16d 5 16d 1020 1095 715 855 920 600 R12 1)Allowable loads have been increased 60%for wind or seismic loads;no further increase shall be permitted. 2)Minimum nail embedment shall be 1-1/2'for 10d nails and 1-5/8'for 16d nails. 3)NAILS:16d nails are 0.162-dia.x 3-1/7 long. New products or updated product information are designated in red font. 56 1-800-328-5934•www.USPconnectors.com