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FASTENER NOTES �^
<br /> 1. ALL CONNECTORS SHALL BE APPROVED FOR USE WITH !!
<br /> ACQ(or EQUIVALENT)PRESSURE TREATED LUMBER. �r
<br /> CORROSIVE ENVIRONMENT FASTENERS a/ ° '
<br /> 2. BOLTS,NUTS&WASHERS SIIAL,I,BE HOT DIPPED GALVANIZED PER ASTM A153 Daniel C.Smith,PE
<br /> CLASS D, INSTALL BOLTS r MINIMUM FROM END. BOLT HOLES SHALL BE 1/,' Consulting Engineers
<br /> MAXIMUM LARGER THAN BOLT DIAMETER IN CORROSIVE AREAS,USE THE FOLLOWING 13237 Melvin Arnold Road
<br /> SUBSTITUTION FOR FASTENER INDICATED IN DETAILS. Raleigh,NC 27613
<br /> 3. LAG SCREWS SHALL BE HOT DIPPED GALVANIZED,AND CONFORM TO ANSI/ASME P:919.844.6050 ext 1
<br /> STANDARD B18.2.1-1981. 1 TOLE FOR THE THREADED PORTION SI-TALL HAVE A DETAIL SPECIFIES- SUBSTITUTE- F 877.841,6050
<br /> DIAMETER EQUAL TO 70%OF THE SHANK DIAMETER,AND A LENGTH EQUAL TO E:deckssvdansmitiipe.com
<br /> AT LEAST THE LENGTH OF THE THREADED PORTION.DO NOT INSTALL GRIP-RITE 59 x 114"HDG NAILS GRIP-RITF.513 x 2"S.S.NAILS RESIDENTIAL
<br /> TIIREADED PORTION OF SCREW BY DRIVING WITH A HAMMER.
<br /> 4. AL I,NAILS AND SCREWS IN CORROSIVE ENVIRONMENTS(e.g.,WITHIN 2 MILES OF GRIP-RITE 59 x 3"HOG NAILS GRIP-RITE 513 x 2"S.S.NAILS FREE
<br /> SALT WATER)SHALL BE STAINLESS STEEL. SEE SUBSTITUTION SCHEDULE. GRIP-RITE 59 x 3%'HOG NAILS GRIP-RITE,58 x 3%z'S.S.NAILS STANDING
<br /> 5. ALL NAILS SHALL BE HOT-DIPPED GALVANIZED PER ASTM A153(UNO). HANGER DECK
<br /> NAILS SHALL PENETRATE WOOD I%"MINIMUM. GRIP-RITE 510 x 4"HDG SCREWS GRIP-RITE 510 x 3"S.S.SCREWS '' '''' ' ''
<br /> 6. ALL SCREWS SHALL BE HOT-DIPPED GALVANIZED PER ASTM A153(UNO).
<br /> 7. LAG SCREWS(e.g.,LedgerLOKQ)ARE NOT ALLOWABLE SUBSTITUTIONS FOR
<br /> BOLTS PER CODE(TYL).
<br /> CONNECTORS&EQUIVALENTS(USE SIZE SPECIFIED IN PLANS or LARGER)
<br /> SYMBOL PURPOSE USP# SIMPSON
<br /> SUBSTITUTION
<br /> .,�, g STRAP to secure GJRDER/FJ to FOOTING STI-TZ MA/315Z
<br /> .t: 4x4 POST BASE PA44F-TZ,PAU44-TZ ABA44Z,AB44Z
<br /> 4x6 POST BASE PA46R-TZ,PAU46-TZ ABA46Z,ABU46Z
<br /> -F-
<br /> ® 6x6 POST BASF, PA66E-TZ,PAU66-TZ ABA66Z,ABU66Z ' C) o
<br /> N
<br /> p POST CAP for FLUSH GIRDER PB44-6TZ,PB66-6TZ LPC4Z,T.PC6Z C1C1 ;...1 C()
<br /> Cf)
<br /> RAFTER TIE used to secure FJ to GIRDER RT7A-TZ 112.5AZ C1C5 G�
<br /> L I.P 1-PLY HANGER JUS26-TZ,JUS2S-TZ,
<br /> JUS210-TZ I,US26Z,T.,US2RZ,LUS2IRZ ty+ Q-t
<br /> (� JUS26-2TZ,JUS2R-2TZ, a-.0
<br /> JUS210-2TZSC
<br /> J L V u V 2-PLY HANGER I,US26-2Z,LUS2S-2Z,LUS210-2Z
<br /> t-•+
<br /> u 1 1-PLY INVERTED FLANGE HANGER J1.,26IF-TZ,JL210IF-TZ I.UC26Z,I,UC2IRZ ``fit T-1 a
<br /> c—I
<br /> LU 2-PLY INVERTED FLANGE HANGER (2)JL26IF-TZ,(2)Ji.210IF-TZ TTUC212Z,I IUC210-2Z N r
<br /> fi
<br /> ,',/". \ X N. 1-PLY ADJUSTABLE SKEWED JST HANGER 1,SSFI15-TZ LSU26Z
<br /> e ,.r ,,R ¢ t,��t',5
<br /> - DCSPE 5: 18-D-0128
<br /> V^4; ` ADJUSTABLE L-ANGLE MP5-TZ,MP7-TZ,MP9-TZ I,S50Z,1S70Z,1.S9OZ Drawn By: BML
<br /> �1
<br /> ,t i', % `•.1: 7 c, Revision History:
<br /> s e Ott U r.::: r.:::i ADJUSTABLE STAIR STRINGER HANGER CSI-1-TZ LSCZ -
<br /> �y , ,�� f b. FRAMING ANGLE for BLOCKING A3-TZ GA2
<br /> "S i 4,11kir'. L• REINFORCEMENT X For Construction
<br /> '� !t,4,,,-?,1,1! sm DECK TIE BACK w/ Not for Construction
<br /> S , f3 DTB-TZ DTT?Z
<br /> mAfttaga. e THREADED ROD&(8)SCREWS / Sheet
<br /> w 1 TENSION TIE for LEDGER REINFORCEMENT I,TS19-TZ LTT1911DG
<br /> 4 N-3 of
<br /> w1 .,,,,v.
<br />
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