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<br /> ANCHOR ROD ALLOWABLE 10"MAX. 10"MAX.
<br /> LOCATION ZONE,TYP. �
<br /> 21l2"MAX.PER FLOOR FROM PLUMB cl. 8��2 8�� W
<br /> � MIN. MIN. �
<br /> 1301 First Avenue, Suite 301
<br /> Seattfe, WA 98101
<br /> S'I/2�� N Z N Z
<br /> � � � � � � http://www.ggio.com
<br /> MIN. �
<br /> 0 0
<br /> p �o°MAx. p
<br /> , -- MICHAEL NOUWENS
<br /> Structural Consultants
<br /> STRAIGHT WALL WALL INTERSECTION WALL CORNER '
<br /> ' 305 NW 178th Street
<br /> �� az Shoreline, WA 98177
<br /> TYPICAL STUDS SHOWN. SEE michael@nouwens-structural.com
<br /> HOIDOWN SHOP DRAWINGS FOR www.nouwens-structural.com
<br /> ADD'L COLLECTOR STUD REQMNTS. P zo6.sa6.s446
<br /> CONTINU�US ROD HOLDOWN - �
<br /> � R�D PLUMBNESS TOLERANCE '� CONTINUOUS ROD HOLDOWN - ANCHOR ROD PLACEMENT PLAN
<br /> �� 4
<br /> LL•No
<br /> TAKEUP DEVICE,ROD,
<br /> AND PLATE PER HD MFR. BRIDGE AND HOLE
<br /> DIAM.AT ROD PER �
<br /> HD MFR. MAX.ALLOW.DIM. �
<br /> NAIL SHEATHING PER HD MFR � HOLDOWN ROD HOLE PER �, �
<br /> REQMNTS TO FULL-HEIGHT PER HD MFR. HD MFR. CENTER ON
<br /> 1 3/4"WIDE LSL RIM/BLKG IN WIDTH OF PLATE. 2�� �
<br /> STUDS AT LEVELS OTHER THAN TAKEUP DEVICE, � BAY WHERE HOLDOWN ROD
<br /> BRIDGE LEVEL. � I ROD,AND PLATE I OCCURS. SEE SW j�L
<br /> PER HD MFR. SCHEDULE FOR FASTENER ,
<br /> REQUIREMENTS. 1 Z-S-ZO'I 7
<br /> BRIDGE SUPPORT
<br /> • STUDS PER HD
<br /> PROJECT:
<br /> MFR. FACENAIL TO
<br /> � • • FULL-HT.STUDS "
<br /> �
<br /> ONLY AS REQ'D BY � � JOIST,TYP. C Cocoon House Youth
<br /> � � HD MFR. I {
<br /> o � � � JOIST BLOCKING Center - Base Contract
<br /> C = � . � � PER 9/S403
<br /> a 2x VERTICAL BLOCKiNG AS REQUIRED 2x VERTICAL BLOCKING AS REQUIRED
<br /> PANEL EDGE NAIL SW MOLE DIAMEfER � ( TO MATCH PROJECTED AREA OF 1 3!4"GAP TO MATCH PROJECTED AREA OF
<br /> SHEATHING PER SW PER HD MFR.,TYP. COLLECTOR STUDS PER HD MFR.
<br /> SCHEDULE TO AT ROD. COLLECTOR STUDS PER HD MFR.
<br /> BRIDGE SUPPORT
<br /> STUDS AS WELL AS
<br /> TO FULL-HT STUDS AT 2 x 4 WALL 2 x 6 WALL
<br /> BRIDGE LEVEL.
<br /> PROJECT ADDRESS:
<br /> � CONTINUOUS ROD HOLDOWN - CONTINUOUS ROD HOLDOWN - _ 353000LBYAVE.
<br /> BRIDGE INSTALLATION TAKEUP DEVICE INSTALLATION CONTINUOUS ROD HOLDOWN THRU FLOOR BLOCKING EVERETT, WA98201
<br /> 7 8 9
<br /> Q OWNER:
<br /> AT LOCATIONS WITH CONCRETE CURBS w COCOON HOUSE
<br /> PER 15/S310,EXTEND i�OD DOWN THROUGH � 2929 PINE STREET
<br /> CURB AND EMBED IN GRADE BEAM PER 14lS413 HOLDOWN ROD
<br /> PER SCHEDULE � 6 5/8" EVERETT, WA
<br /> THIS SHEET � 982�1
<br /> II � II
<br /> � � �
<br /> II II � �
<br /> II I I BASE CONTRACT PERMIT
<br /> 5 12/08/2017 RESUBMITfAL
<br /> . . �� . .
<br /> �� - - - - - - - }f- - - - - - - - 2 10/09/2017 ADDENDUM2
<br /> � �) WHERE MULT HAIRPINS II 1 10/02/2017 ADDENDUM 1
<br /> � �� EA SIDE, SPACE @ 4"oc II M
<br /> �'' II ACROSS WIDTH OF II MARK DATE DESCRIPTION
<br /> B
<br /> �� FOOTING. � II REVISIONS
<br /> � �
<br /> . . . .
<br /> ���II ����I- �T,I I „���I-
<br /> �11�1�,�,11 ��II�II�,1�
<br /> THICKENED SLAB FOOTING PER DETAILS #4 A706 GR 60 HAIRPINS EA SIDE OF
<br /> ON S310. INTERIOR FOOTING SHOWN; PERIMETER
<br /> FOOTING IS SIM. ANCHOR ROD. SEE 18/S413 FOR QUANTITIES.
<br /> 14 CONT ROD HOLDOWN - ANCHOR ROD EMBEDMENT IN THICKENED SLAB FOOTING
<br /> D 12/08/2017 BASE CONTRACT PERMIT
<br /> RESUBMITTAL
<br /> Q �Q �Q C 10/06/2017 PERMIT SET
<br /> 5
<br /> 1A 1B 1C 2A 2B 3A 3B 3C 3D B 09/22/2017 BASE CONTRACT BID SET
<br /> TOTAL HOLDOWN SYSTEM ELONGATION SHALL BE RUN 1'YPE tension compression tension compression tension compression tension compression tension compression tension compression tension compression tension compression tension compression A 08/25/201� DESIGN DEVELOPMENT
<br /> LIMITED TO 0.20"(0.15"WHERE NOTED ON PLAN)
<br /> i MARK DATE DESCRIPTION
<br /> BETWEEN RES7RAINTS(RESTRAINTS PROVIDED AT i I
<br /> EVERY LEVEL). LEVEL 3 - - - - - - 7,800 Ib ` 8,300 Ib 3,600 Ib 3,800 Ib 1,800 Ib 2,600 Ib 3,400 Ib 3,900 Ib 6,000 Ib � 6,100 Ib 8,100 Ib 8,300 tb ISSUE INFORMATION
<br /> I �
<br /> �
<br /> SEE DETAILS ON THIS SHEET FOR LEVEL 2 - - - - - � 20,200 tb � 21,4001b 9,700 Ib 10,000 Ib 4,700 Ib 6,400 Ib 8,700 Ib �! 10,000 Ib 15,5 0 Ib 15,7 0 Ib 21,200 Ib � 21,400 Ib 2016030.0�
<br /> CONTINUOUS ROD HOLDOWN ' PROJECT NO.:
<br /> SYSTEM INFORMATION ', PRINCIPAL IN CHARGE:
<br /> LEVEL 1 3,500 Ib 3,800 Ib 17,500 Ib 18,200 Ib 4,500 Ib 4,800 Ib - - - - 10,000 Ib 12,600 Ib 18,500 Ib � 20,200 Ib 28,500 Ib � 8,700 Ib 39,000 Ib 39,300 Ib PROJECT MANAGER: Michael Nouwens
<br /> ~ OWNER APPROVAL:
<br /> ANCHOR RODS SHALL BE W
<br /> �
<br /> A GALVANIZED PER GENERAL - ANCHOR ROD 5l8"A36 1"A36 5/8"A36 314"A193 B7 3/4"A36 3/4"A36 1"A36 7/8" 193 7 1"A193 B7
<br /> STRUCTURAL NOTES. DIAMETER �'
<br /> ANCHOR 5/16"FILLET WELD 1/4"FILLET WELD � SHEET TITLE
<br /> 3!4"x2"x2" 3/4"x2"x2" 3/4"x2"x2" 3l4"x2"x2" 3/4"x2"x2" /8"x2.5"x2.5" 1"x3"x3" �
<br /> PLATE SIZE ALL AROUND TO ALL AROUND TO w HO LDOWN
<br /> STEEL BEAM STEEL BEAM G.
<br /> HAIRPINS � DETAILS
<br /> PER 14/S413 ��)�EA SIDE (2)#4 EA SIDE (1)#4 EA SIDE - - (1)#4 EA SIDE (2)#4 EA SIDE (3)#4 EA SIDE
<br /> Q (4)#4 EA SIDE �
<br /> � 3C NOT USED ~ SHEET N0.
<br /> SEE 1/S411 FOR STIFF PLATE REQMNTS Z
<br /> CONTINUOUS ROD HOLDOWN TABLE ATHOLDOWNROD. U �
<br /> � 8 - W S -413
<br /> �
<br /> a .
<br /> m COPYRIGHT MNSC.ALL RIGHTS RESERVED.
<br /> ORIGINAL SHEET SIZE IS 24"x36"
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