HomeMy WebLinkAboutAuger Anchor Details #12-14 X 3"HEX HEAD I TRIM
SELF-DRILLING SCREW 1. STEEL SHED FOUNDATION: SIDING AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES
600T125-054-16 GAUGE STEEL TRACKS G140 ZINC COATED
2X4X2' PART NUMBERS:
3/4"APA OR TECO RATED 600S137-054-16 GAUGE STEEL JOISTS G140 ZINC COATED BLOCK OT3644GPMP-5/8"X 36"(36"IMBED)GALVANIZED AUGER
T&G FLOOR DECKING. @ 24"O.C. ATTACH BRACKET TO OTI7SWB-SIDEWALL BRACKET FOR USE VV1TH THRU BOLTS
2X6 STEEL JOISTS (SUPPLIER:ALLIED STUDCO(JOIST:60OS137-054/TRACK: STUD THRU HOLE IN REPORT NO.LO-FJ90129-A
@ 24"OC 600T125-054)ICC ER-4943P. ANCHOR PLATE WITH -OR-
2. 3/4"APA OR TECO RATED TONGUE AND GROOVE FLOOR z 3/8"0 x 4"CARRIAGE OT24SWBSIDEWALL BRACKET FOR USE WITH THRU BOLTS
#10 X 3/4"PAN-- I ' DECKING. 24"MAX PANEL SPAN. STAGGER PANEL LAYOUT. BOLT AND LOCKNUT REPORT NO.LO-FJ90129-B
HEAD SELF-DRILLING 3. FASTEN FLOOR DECKING TO JOIST&TRACKS USING v • WORKING LOAD FOR ANCHOR SYSTEM IS 3,150 LBS
#8 x 1-5/8"
SCREWS(2 PER TAB) - ZINC PLATED SCREWS @ 12"O.C.
CORNER STUD WITH THE MAXIMUM LOAD OF 5,080 LBS
VENT HOLES @ 24"OC. NO BLOCKING REQUIRED. ALL EDGES SHALL LIE ON FLOOR
JOISTS. STAGGER PANEL LAYOUT PER APA CONDITION 1.
OPTIONAL LEVELING BLOCKS 4. FASTEN SOLE PLATE THROUGH FLOOR DECKING INTO JOISTS i AUGER ANCHORS
2X6 STEEL TRACK EACH END OR TRACKS WITH#12-14 X 3"GALVANIZED SELF-DRILLING STUD ¢ WIDTH LENGTH #OF ANCHORS
i SCREWS.REFERENCE SPACING CHART. w 6' 6'-18' 4 ANCHORS
BASE PLATE SCREW SPACING i 5. ALLOWABLE FLOOR LIVE LOAD:75 PSF FOR STEEL JOISTS o 8' 8'-24' 4 ANCHORS
WIDTH SPACING CONTINUOUSLY SUPPORTED. 50 PSF FOR JOISTS ON BLOCKS 1n 10, 10'-24' 6 ANCHORS
6-12' 8"O.C. AS SHOWN. 9 STUD 12' 12'-24' 6 ANCHORS
6. USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL M 4-ANCHORS PROVIDE(1)AT EA.
BUILDING: SIDING CORNER OF THE BUILDING.
SUGGESTED SIZES:2"x 8"x 16", 4"x 8"x 16",OR 8"x 8"x 16". 6-ANCHORS PROVIDE(1)AT EA.
BLOCKS UNDER JOISTS SPACED @ 8'4"1 O.C.MAXIMUM. ��� TRIM CORNERS OF THE BUILDING AND(1)AT
STEEL SHED BASE DETAIL END WALL THE CENTER OF EA.SIDE WALL.4-4-EGALE N.s BLOCKS UNDER TRACK SPACED @ 4' O.C.MAXIMUM.
r
ANCHOR BRACKET
TO BE FLUSH WITH
AUGER ANCHOR DETAIL EDGE OF TRIM
2 SCALE .T.s.
SIDING STUD KWIK BOLT ANCHORS UNHEATED SPACE
(INTO CONCRETE) ANCHOR BOLT&
TRIM RE:DETAIL 3 SHEET 3 CONTINUOUS FOOTING NOTES
P.T.SILL PLATE 1. TOP OF SLAB TO BE 6"MIN.ABOVE GRADE.SLAB REINFORCEMENT SHALL
3/8"NYLON WIDTH LENGTH QTY PER NOTES BELOW BE WWF 6X6 WlAXW1.4.LOCATE AT MID-DEPTH OF SLAB.
LOCK NUT 6' 6'-10' 6
3/8"CARRIAGE 6' 12'-18' 8 #4 CONTINUOUS SLAB REINFORCEMENT SHALL BE FIBERMESH 150 OR BLENDED
BOLT(GRADE 2) FIBERMESH150.FIBERMESH SHOULD BE DISPERSED UNIFORMLY
BASEPLATE 8' 8'-14' 6 13 TOP&BOTTOM THROUGH CONCRETE W1 MIN.1 POUND PER CUBIC YARD OF CONCRETE.
Z J d 2. ALL FOOTING FORMS SHALL BE INSPECTED FOR SIZE AND REINFORCING
8' 16'-20' 8 o}} FINISH CONCRETE FLOOR BEFORE POURING CONCRETE.
FLOOR PLY $' 22'-24' 1 O F GRADE 3. FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL,COMPETENT SOIL,
OT17SWB V 10, 10'-16' 6 OR PROPERLY COMPACTED STRUCTURAL FILL.ALLOWABLE SOIL
OR- BEARING PRESSURE IS 1000 PSF AT 12"BELOW GRADE.
OT248WB 10, 18'-24' 6 Z ____ ________ 4. CONCRETE:MINIMUM 28 DAY COMPRESSIVE STRENGTH,fc=2500 PSI.
12' 12'-18' 6 p — 5. REINFORCING STEEL:A615,GRADE 40 OR GRADE 60.ALL REINFORCING
6" 0 12' 2O'-24' 8 ���� STEEL SHOWN TO BE CONTINUOUS MAY BE LAPPED A MINIMUM OF 38 BAR
������ DIAMETERS OR 24"MINIMUM,WHICHEVER IS LARGER.
1/2"HILTI KWIK BOLT TZ Z ���� \���\ \�\� 6. SEISMIC DESIGN CATEGORY:A
NOTES: / / A. ATTACH PRESSURE TREATED SOLE PLATE TO THE FOOTING USING
STAINLESS STEEL 304 1.ANCHORS TO BE KWIK BOLT TZ,304 SS / gLAg 121'DIAX8"LONG SIMPSON TITEN HD ANCHOR WITH WASHERS.
B. EXPANSION BOLTS SHALL BE EMBEDDED AT LEAST Y INTO THE
EMBEDMENT DEPTH=21/4" STEEL SHED 2.PROVIDE(1 ANCHOR REINFORCEMENT CONCRETE AND SHALL BE SPACED NOT MORE THAN6'OC.
)
MIN.EDGE DISTANCE=6" BASE OF THEBUILDIING.THEREMAINING �a 3"CLR. PER NOTES BELOW C. THERE SHALL BE A MINIMUM OF 2 BOLTS PER SOLE PLATE PIECE
ANCHOR SPACING:RE:KWIK 4"CONCRETE ANCHORS EQUALLY SPACED ALONG THE TYP. WITH1 BOLT LOCATED NOT MORE THAN 12"NOR LESS THAN 7BOLT
BOLT ANCHORS TABLE,SHEET 3 PAD(MIN) LENGTH OF THE BUILDING.(1/2 THE M Be DIAMETERS FROM EACH END OF EACH PIECE.
REMAINING ANCHORS ON EA.LENGTH THICKENED SLAB
SIDE EQUALLY SPACED). MIN.
SIDEWALL BRACKET DETAIL
3 CONCRETE FOUNDATION DETAIL
TUFF SHED Order# P.O.# THESE DRAWINGS AND THE TITLE DRAWING NO.
DESIGN ARE THE PROPERTY TUFF SHED,INC. �pgnunWy
Customer: Drawn By: PK OF TUFF SHED,INC.THESE ENGINEERING DEPARTMENT This item hasbeen eleohnicelly Signed and sealee `���GN�•R•E�•k;Q��i FL-PR-SR-TR-01
DRAWINGS ARE FOR A by Richare WIDs,PE.On the date shown usinga �Q'"' e•:s°'�, DETAILS
Date: 3/12/19 BUILDING TO BE SUPPLIED Digital signature. � . xa 76M
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Building Size:anTH."EN Date[ SHED AND THE ENGINEER OF DENVER COLORADO 80210 °sSl�NA641Npd` 155C
REA Scale: N.T.S. RECORD (303)753-8833 EXT.96315 PAGE 3 OF 4
13 MAR 2019