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<br /> GENERAL CONTRACTOR SHALL COORDINATE WIDTH
<br /> KNIFE PL BEYOND PER �
<br /> OF JOIST GIRDER BEARING WITH STEEL FABRICATOR- '
<br /> EA PLATE CL CQL WIDTH OF JOIST GIRDER BEARING SHALL NOT EXCEED 2 (2)PL PER �
<br /> 5/16 4 1Q"UNLESS COORDWATE WITH ENGINNER OF RECORD - �� � �,�� T T C� N I�
<br /> CL COL
<br /> (2}PL�x4x0'-4"W/3/"DIAM.B.ATCL-��x4° �
<br /> FILLET WELD TQ GIRDER-LQCATE AT 4'-0"OC P.E.JOIST GIRDER DESIGNED FOR
<br /> ALONG 4x BLKG-SEE PLAN FOR EXTENT 3 2 � AXIAL SEISMIC LOAD IN TOP CHORD TO
<br /> OF ALL GIRDERS AND JOISTS PER 1/4 4 �OIST
<br /> 1„ � 1„ GIRDER �
<br /> PRE-ENGR JOIST PER PLAN 114 4 KNIFE PL 14'x�°x 1'-10 4" P.E.JOIST GIRDER MFR DESIGN JOIST FOR P�'N 10" 2 2 10"
<br /> P.E.JOIST DESIGNED FOR AXIAL (2}TOP TIE PI�"x 3 2°x 2'-7" �D'L E=13.8 KIPS SEISMIC LOAD Q
<br /> 4x6 BLKG BETWEEN SEISMIC LOAD IN TOP CHORD PER .E.JOIST
<br /> PL4TE TO
<br /> AXIAL SEISMIC FORCE SH4WN ON BEND TO MATCH ROOF BOTH GIRDERS
<br /> THE ROOF FRAMING PLAN TO JOISTS-SEE PLAN p�qN THRU TOP CHORD TO KNIFE 7�� ��� SLOPE gN GIRDER .
<br /> TAPER OFF TO BE O.OK AT GIRDER FOR EXTENT P� 1/4 ER PLAN 5/16 8
<br /> � ,
<br /> TOP Pl. 21 P C I1 1 t@ C t S �
<br /> TO KNIFE PL
<br /> ��---�-.����� �_� � �w 1(4 EASIDE 2505 Third Avenue
<br /> _ �.�>r_ .. __.....—.�.-..--�---�
<br /> :�� �� ��! �� P.E.JOIST GIRDER Suite 324 .
<br /> PER PLAN Seattle, WA 98'12'1
<br /> � � � P.E.JOIST GIRDER
<br /> \ ' BRG PL%" x '
<br /> � / AS REQD � Y2"RADIUS TO "T"PLATE o � I I \ PER PLA�1
<br /> � � 10" CORNER PER 2 \ 206.720.7001 phone
<br /> P.E.JOIST GIRDER � � 206.720.2949 fax
<br /> P.E.JOIST PER 1/4 DESIGNED�OR AXIAL � SIDE PL 3 E S DE 0 L
<br /> � / i / A I FCO ,
<br /> \ � , pLAN ( SEISMIC LOAD W TOP
<br /> ` �/ � CHORDPERPLAN 1� 4� \ FORATTACHMENTSEE 2 WWw,craftarchitects.com
<br /> / / 1° � � 5/16 10 � / 2 2 � � � � �
<br /> \ / � STIFFENERS P�R PLAN \ � 2 � �40 Q � �•p Np I
<br /> � � AND SCHEDULE WI � �/ \ ��,PS� � � � \ . �
<br /> / SIMPSON HF26N OR I I � �� � Q�� / I (
<br /> � / � T PLATE i �
<br /> HF36N EA END \\ i �/ 5��� � � \
<br /> � � �2� � �2� (2)3/a"DIA M.B.PER �4 / HSS COL \
<br /> I GIRDER MFR. 6'�� i PER PLAN � '
<br /> \ PRE-ENGR JOIST I � SIDE PL PER 3 `�' � �
<br /> SEE 4 \� GIRDER PER PLAN � i i � r � I � '
<br /> FOR S2.5 ��\ i � i
<br /> \ \ / �
<br /> CALLOUTSIN � � i �
<br /> COMMQN \ I ' � I I � � .
<br /> � STABILIZER PL I ( STABILIZER PL I DO NOT WELD BOTfOM �
<br /> \ PER 3 i PER 3 I CHORD TO STABILIZER PL �
<br /> � S2.5 � � 52.5 � . �
<br /> DIAPHRAGM NAILING AND BLKG (2)TIE PL,KNIFE PL,'T'PL � � � (2}TIE PL,KNIFE PL,'T'PL � �
<br /> ATTACHMENT TO GIRDER ARE AND ASSOCIATED WELDS ARE � I ( DO NOT WELD BOTTOM GHORD AND ASSOCIATED WELDS ARE � � �
<br /> PART OF THE SEISMIC FORCE A PART OF THE SEISMIC � A PRRT OF THE SEISMIC
<br /> RESISTING SYSTEM FORCE RESISTING SYSTEM I I TO STABILIZER PL FORCE RESISTING SYSTEM �
<br /> � �
<br /> HSS CQL PER PLAN � �
<br /> SECTIC)N SECTION SECTION W W
<br /> W � � ,
<br /> -
<br /> 3 -
<br /> 1" = 1'-0�, �,� = 1'-0., ��� = 1'-0" � � W .
<br /> �
<br /> Q W .
<br /> � � .
<br /> PL TO Q '
<br /> 1/4 EMBED 1/8 4 �
<br /> � BTWN HSS ADD LEDGER 4x6
<br /> a • � DF#2 W/�'�J EXP ANCHOR
<br /> � ASSEMBLE PL�"x4"x0'-4"TO SIMPSON PER DIAPHRAGM SCHED ,
<br /> °�� MST72 STRAP.WELD TO EMBED PLATE AND STRAP ACROSS FIRST (6}#5x8'-0"HORIZ AT EMBED, EMBED 6"MIN. BOUNDARY
<br /> EMBED PL 4"x 8"x 0'-8" a� . THEN NAIL TO 3X6 STIFFENER FOUR TRUSSES MIN W/ (2)ON EA SET OF EMBEDS(IF NAIL ALONG 4x 114 6
<br /> WI(4)a"�x 6"WHS AT 6" �. � � � MST60 TO ALIGN W(ALL NEAR EDGE pF PANEL,RUN
<br /> GAGE-SPACE AT 4'-0" � . � � EMBEDS-ONE ROW TO EDGE OF PANEL) __ 10" 10" 6" '
<br /> O.C.(ALIGN W/EDGE OF ONLY DIAPHRAGM l_�_...._.-..-ri_,�" _ �....,,.-'�,,,��:�`� . 2-12� 114 g•
<br /> SHTG} � �_-_� NAILINGUNDERSTRAPS —
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<br /> CONSULTANT
<br /> -� -�.._____,—`^�.,..�__�_�.....�__.. ; � �.�— "�� �.�w � .
<br /> a� a,'�+"��1 _.._`-_"'".�-. �---�" �'�'✓ ---"---""` �.... �„:--"".a."�� .
<br /> (2)#5 HORIZ AT - _ — CONT LEDGER ANGLE& 2,_6„ � ■
<br /> SPLICE PER Z 5n „ - " �
<br /> EMBEDS.EXTEND � � --�'.� S2 5 FILLER PL�s x2 ' -
<br /> 4'PAST LAST �°�� I I � _= BTWN ANGLES - _
<br /> EMBED OR H40K 4 . i 1'-1" �
<br /> 4x6 DF#2 W/�"�1 EXP PL�"x10"x1'-2"CTR ON HSS, C4x4.5 GUTTER,
<br /> AT PANEL EDGE � .a , ANCHOR PER DIAPHRAGM FLUSH TO INTERIOR / LENGTH PER ARCH AT TOP OF WF PLATE, � �
<br /> ` � �� SCHED EMBED 6"MIN. J �, � n ,_ �� PANEL AQD EMBED PL � �
<br /> . �. � � EMBED PL/ x 1-0 x 1 9 \ ` � 3"x7"x0'7" W/ 4 5if�x6"
<br /> � d . BOUNDARY NAIL ALONG 4x 3X OR 4X DF#2 3 � � � � )a
<br /> �, ' d � SUBPURLIN W!SIMP W/(6}/Q1x6 WHS, ��4 � t WHS AT 4"GA EA WAY TACOMA • SEATTLE � SPOKANE • TRI-CITIES
<br /> HF36N/F46 EACH ENQ CENTER ON LEDGER 1/4
<br /> ' � AT 51M,L3 2" 2"x4"CONT � � � � ANGLE HSS 12x$�°X AR 2215 North 30th Street,Suite 30o Tacoma,WA ss4o9 .
<br /> � � . � LEDGER AN E W/�"OJ -NP AT ALL STRAPS SEE �
<br /> . °.� CARRIAGE LTSAT
<br /> ALIGNEQ W/ALL 2 � 253.383.2422 TEL 253.3832572 FAX www.ahbl.com WEB
<br /> ' �� a� .' 24NOC(PRE- UNCH Q Q pEMBEDS rt n� S2•5 CONTR OPT .
<br /> �. . �J l� L� �� �I TQ SHOP `
<br /> . ANGLE),AN OR ANGLE W24 PER PLAN �
<br /> � TO WALL U G 5"Q1 EXP END PLATE W/ 6 !�SS EXP ANCHORS, W
<br /> a 114 WELD END PLATE W/(5) e"�SS ��,L ��
<br /> ANCHORS 36"OC, 3/16� PLAN ADDP'� ER EMBED 5"MIN;SEE 7 MIN;SEE 7 'O �0`��' • `��'a�
<br /> 8 � �e EXP ANCHORS EMBED 5 � pF RASgf O `
<br /> EMBED 5 IN.SPUCE - DRAIN 1 VENT � °��
<br /> STRAP CONNECTION AND AT ANGLE WI �"x2"x1'-6" HOLES ALONG � �
<br /> 8 �
<br /> SIM,ANGLE CHORD STEEL TO BOTTOM AT
<br /> WALL IS PART OF SFRS 1� 24"OC 1� � : �
<br /> a GALVANIZEASSEMBLY NEW GALVANIZEASSEMBLY NEW 'Po�scr����� ,�„�' "
<br /> SECTION � ECTION SECTION
<br /> SIQNAL �
<br /> 1" = 1'-0" � �" _ �'-o° � 1" = 1'-0" � Submittals/Revisions: �.
<br /> Q CIT`( COMMENTS VE 5-10— 2018 � �
<br /> ,
<br /> 2" 2"
<br /> �=�,N Q a PER PLAN 5116 3 �P •
<br /> 'v
<br /> O O .
<br /> Sheet Title:
<br /> � 114 �
<br /> CAP PL a'W/�'f�
<br /> DRAINNENT HOLE
<br /> ROOF FRAMING DEfAILS �
<br /> END PL 4"x8"x2'-6" ON BOTTOM EDGE
<br /> 0 o Date: 1/22/18
<br /> �
<br /> ��,N o Q Design: �H �
<br /> Drawn: CLR = �
<br /> GALVANIZE ASSEMBLY /� L�
<br /> � NEW NEW Project No: 17-109;AHBL 2170746 �
<br /> � $�CT�(�N .'�`'aiECTICIN Approved: DLB �
<br /> � � �
<br /> � �
<br /> Q
<br /> n
<br /> N ��� _ �'-0�� �„ = 1'-0" �
<br /> Building No: .
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<br /> � COPYRIGHT CRAFT ARCHITECTS 2017 �? r���
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