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1. ATS IS AN ASSEMBLAGE OF STEEL COMPONENTS, WHICH INCLUDE RODS, PLATES, COUPLER NUTS, TAKE-UP DEVICES AND NUT4 NOTE: NO SPLICE IN TOP PLATE IS PERMITTED CL 1 DEGREE MAX. 6" MAX TAKE-UP DEVICE American
<br /> 110 110 Property Avenue NEDevelopment,
<br /> suite 550nc.
<br /> NUTS. STUDS, POSTS AND BLOCKING ARE NOT SHIPPED WITH THE ANCHOR TIEDOWN SYSTEM. COMPRESSION MEMBERS - ROD WITHIN 8" OF ATS ROD END STUD SEE RUN INTERIOR STUDS
<br /> SHOWN ARE THE MINIMUM SIZES BASED ON FULL SECTION MEMBERS, WITH THE SPECIFICATIONS NOTED BELOW, AND ARE PLATE PER FLOOR SEE TABLE I DETAIL ASSEMBLY Bellevue,WA98004
<br /> BASED ON LOADS MATCHING THE TENSION FORCE OF THE ROD UNLESS SPECIFIC INSTRUCTIONS OR COMPRESSION WASHER11 II 11 II BELOW L .
<br /> FORCES ARE PROVIDED BY THE DESIGNER. THE DESIGNER IS RESPONSIBLE FOR COORDINATION OF LUMBER 1/4" RECOMMENDED TAKE-UP DEVICE ASSEMBLY
<br /> " TAKE-UP DEVICE
<br /> BEARING ASSEMBLY ' r
<br /> SPECIFICATIONS, STUD AND POST DESIGN DUE TO CODE LOAD COMBINATIONS AND MODIFICATIONS (HOLES, NOTCHES, ETC) TAKE-UP DEVICE (FLUSH MIN.) ir
<br /> .
<br /> •
<br /> TO THE STUDS AND POSTS. ALL COMPRESSION LUMBER IS BASED ON THE FOLLOWING, UNO: DFL PLATE
<br /> AT PLUMB OF ANCHOR
<br /> 2X4: No2 SOLID BLOCKING
<br /> TAKE-UP DEVICE BELOW BRIDGE BLOCK n C-
<br /> 2X6: No2 1 ASSEMBLY IIM CRIPPLE STUDS - ROD.1 11111 ROD ..
<br /> 3X4: No2 ', �I■I�_ ` ` � II 201 N. Maple Grove Ste. 100
<br /> 3X6: No2 11111151VAIIIIIIIMIL g 1TOP PLATES N7 BOISE IDAHO 83704
<br /> 4X: No2 ROD / Phone(208)342-7168
<br /> BOLT HOLE OVERSIZED 1/4 MAX TOP LEVEL W BRIDGE BLOCK TOP PLATE DETAIL LE JOB# 154191.00
<br /> 6X: No1
<br /> ALL WOOD PLATES (TOP AND SOLE/SILL) ARE BASED ON THE FOLLOWING, UNO: DFL . �'
<br /> A
<br /> L
<br /> L
<br /> ON THIS
<br /> ENGINEERING OF IDAHOL ERE-USE A
<br /> WITH F c er = 625 PSI COUPLER PLAN COPYRIGHT OF OCHSA
<br /> p p MAXIMUM ROD END STUDS SEE RUN INTERIOR STUDS ANNDE ENGINEERING
<br /> GOFID Hdii--IERE-NET
<br /> •
<br /> MODEL THREADED ROD W (IN) L (IN) COMPENSATION ,_. 11 DETAIL 1
<br /> 2. SIMPSON STRONG-TIE IS PROVIDING THE ANCHOR TIEDOWN SYSTEM TO MEET THE ATS MODEL SPECIFICATION OR DESIGN NO. SIZE (IN) (IN) ► -� 1 DEGREE MAX.
<br /> FORCES PROVIDED AND DETERMINED BY THE DESIGNER. SIMPSON STRONG-TIE HAS NOT CONFIRMED AND IS NOT TAKE-UP DEVICE PER FLOOR SEE TABLE ROD ;; ACCEPTABLEWIiHOUTWRITTENCONSENT
<br /> ATUD5 5/8 1 3/8 1 7/8 3/4 TOP LEVEL COMPRESSION MEMBERS ASSEMBLY BELOW OFLOCHSAENGINEERINGOFIDAHO.
<br /> RESPONSIBLE FOR ANY OF THE DESIGN, ENGINEERING, CALCULATIONS OR DERIVATION OF STRUCTURAL FORCES RELATED COUPLERIII
<br /> TO THE BUILDING. THE DESIGNER IS RESPONSIBLE FOR EVALUATING THE EFFECTS OF LUMBER SHRINKAGE AND ATS ATS-ATUD6-2 3/4 1 3/4 3 1/8 2 TAKE-UP DEVICE II
<br /> ELONGATION ON SHEARWALL DRIFT. SIMPSON STRONG-TIE HAS NOT CONFIRMED AND IS NOT RESPONSIBLE FOR
<br /> ATS-ATUD9 1 1/8 2 1/8 2 1/4 1 11j1
<br /> ROD ASSEMBLY
<br /> VERIFYING THE SHEARWALL SYSTEMS ADHERENCE TO BUILDING CODE DRIFT REQUIREMENTS OR ITS PERFORMANCE IN IICONSIDERATION OF STRUCTURAL DEFORMATION COMPATIBILITY. THESE DRAWINGS ARE SPECIFIC TO ATS AND AREN'T ATS-TUD9 1 1/8 2 1/8 2 1/4 1 COUPLER )N
<br /> ASYMMETRICAL STUD CONVERSION
<br /> APPLICABLE TO OTHER MANUFACTURER TIE DOWN SYSTEMS. COMPRESSION MEMBERS
<br /> ATS-ATUD9-2 1 1/8 2 1/8 3 7/8 2 NUT ,-. CL AT PLUMB OF ANCHOR A® RIM JOIST SYMMETRICAL ASYMMETRICAL CONFIGURATION
<br /> :,
<br /> 3. LUMBER SPECIFICATIONS BETWEEN THESE DRAWINGS AND THE PROJECT STRUCTURAL DRAWINGS MAY VARY AND RESULT ATS-ATUD9-3 1 1/8 2 1/8 5 3 BELOW LAYOUT END OF WALL INTERIOR SIDE
<br /> IN LOWER ALLOWABLE COMPRESSION CAPACITIES. THE DESIGNER IS RESPONSIBLE FOR REVIEW AND ACCEPTANCE OF 11111PIIr
<br /> TAKE-UP DEVICE ASSEMBLY ROD SOUD BLOCKING TO (1) 2x4
<br /> �� EXTEND TO OUTERMOST (2) 2x4 (1) 2x4
<br /> THE ATS INSTALLATION DRAWING LUMBER SPECIFICATIONS. ATS-TUD10 1 1/4 2 3/8 2 1/4 1
<br /> NOTE: BOTTOM LEVEL STUDS; (2) 2x4 (2) 2x4 (2) 2x4
<br /> 4. THE TAKE-UP DEVICE CONFIGURATIONS SHOWN ON THIS SHEET ARE FOR ILLUSTRATIVE PURPOSES ONLY. REFER TO THE ATS-ATUD14 1 3/4 2 7/8 2 1/4 3/4 A 1 DEGREE MAXIMUM OFFSET OF SEE DETAIL 7
<br /> ELEVATIONS ON THE SUBSEQUENT PAGES FOR TAKE-UP DEVICE CONFIGURATIONS BASED ON FRAMING CONDITIONS ATS-ATUD14-2 1 3/4 3 3 7/8 2 THE ROD IS PERMITTED AT EACH (3) 2x4 (2) 2x4 (4) 2x4
<br /> PARTICULAR TO EACH PROJECT OR PER DESIGNERS SHRINKAGE SPECIFICATIONS LEVEL I
<br /> COUPLER
<br /> RTUD3B 3/8 2 1/4 1 NO LIMIT .. SOLID BLOCKING CONTINUOUS 4 2x4 (2) 2x4 (6) 2x4
<br /> 5. CONTRACTOR OR INSTALLER OF ATS SHALL CUT RODS TO LENGTH AS REQUIRED.
<br /> RTUD4B 1/2 2 1/4 1 NO LIMIT BETWEEN OUTSIDE EDGES OF ALLOWABLE HORIZONTAL OFFSET ANCHOR BOLT AS COUPLER 11I 11
<br /> (5) 2x4 (2) 2x4 (8) 2x4
<br /> 6. DO NOT WELD PRODUCTS LISTED UNLESS THESE DRAWINGS SPECIFICALLY IDENTIFY A PRODUCT AS ACCEPTABLE FOR WIDEST POSTS ABOVE OR BELOW PLATE HEIGHT OFFSET SPECIFIED ROD 'I I i SILL PLATE (6) 2x4 (2) 2x4 (10) 2x4
<br /> WELDING, OR UNLESS SPECIFIC APPROVAL FOR WELDING IS PROVIDED BY THE ENGINEER OF RECORD. SOME STEELS RTUD5 5/8 3 1/2 1 7/16 NO LIMIT
<br /> Fr All HAVE POOR WELDABILITY AND A TENDENCY TO CRACK WHEN WELDED. CRACKED STEEL WILL NOT CARRY LOAD AND RTUD6 3/4 3 1/2 1 7/16 NO LIMIT (TYP) 4'-4" (BRIDGE BLOCK) 7/8" I- . I, - (7) O COPYRIGHT C 2011, ALL RIGHTS RESERVED
<br /> 2x4 2 2x4 (12) 2x4
<br /> MUST BE REPLACED. 8'-0" 1 5/8" F . END STUDS (8) 2x4 (2) 2x4 (14) 2x4 SUBMITTAL/REVISIONS
<br /> NOTE: ALTERNATE BLOCKING °
<br /> 9'-0" 1 7/8" - • ' SEE TABLE INTERIOR STUDS - SEE TABLE
<br /> 7. FULLY ENGAGE EACH ROD INTO THE SPECIFIED COUPLING NUT OR CTUD UNTIL EACH ROD CAN BE SEEN FULLY IN THE NOTES ALLOWED W/ SOLID BLOCKING ,: i 6 STUDS MAX DIFFERENCE BETWEEN LEVELS (9) 2x4 (2) 2x4 (16) 2x4 # DATE DESCRIPTION
<br /> WITNESS HOLES OR POSITIVE STOP HAS BEEN ACHIEVED. 1. CODE APPROVALS: ICC-ES ESR 2320; LA RR25643; FL 10007 EQUALING FULL WIDTH OF WIDEST 10'-0" AND GREATER 2" . . r IMIT
<br /> ADt TUBS EL A:, - NEEDED 12 12/25/19 REVISION#12
<br /> 8. INSTALL NUTS AND ISOLATOR NUTS SNUG TIGHT, PLUS AN ADDITIONAL 1/2 TURN 4 (10) 2x4 (2) 2x4 (18) 2x4
<br /> % POSTS ABOVE OR BELOW PLACED ►1NS�1111,1111� ( ) (2) 2x4 (20) 2x4 17 06/11/19 REVISION#17
<br /> I ON EA SIDE OF ROD W/ 3 MAX 10 ALLOWABLE ROD OFFSET ROD 1' 2x4
<br /> 9. IN THE EVENT OF A DISCREPANCY BETWEEN THE STRUCTURAL DRAWINGS AND THESE INSTALLATION DRAWINGS, THE ACTIVATION 12
<br /> 0
<br /> STRUCTURAL DRAWINGS ALWAYS GOVERN PIN SPACING BTWEEN BLOCKING ( ) 2x4 (2) 2x4 (22) 2x4
<br /> o/ o _ , c 3
<br /> 10. SIMPSON STRONG-TIE HIGHLY RECOMMENDS THAT A PRE-CONSTRUCTION MEETING BE HELD PRIOR TO PLACEMENT OF I_IL _ �/, O
<br /> CONCRETE TO ASSIST IN THE INSTALLATION PROCESS AND VERIFY QUANTITIES. TO COORDINATE THIS MEETING, CALL X w / iml. _ COMPRESSION I � w= 1. SYMMETRICAL LAYOUT CONFIGURATIONS ARE THE
<br /> SIMPSON SALES AT 800-999-5099 MEMBERS ON "' SHEARWALL NUMBER OF COMPRESSION MEMBERS REQUIRED ON
<br /> EACH SIDE OF ROD.
<br /> RTUD I w BOLT HOLE: OVERSIZED 1/4 EITHER SIDE OF _ 2. 2x6 MEMBERS SIMILAR
<br /> 11. PLANS ARE NOT FOR CONSTRUCTION WITHOUT SUBSTANTIATION OF REVIEW BY THE RESPONSIBLE DESIGNER AND THE (A)TUD SEE RUN MAX STRONG ROD
<br /> GOVERNING BUILDING JURISDICTION.
<br /> INSTALLATION (TUD OR ATUD). DETAILS
<br /> 1. PLACE TAKE-UP DEVICE OVER ROD FROM LEVEL BELOW ONTO APPROPRIATE NAIL TO EA STUD W/ ASYMMETRICAL COMPRESSION MEMBER RULES
<br /> BEARING PLATE FLOOR LEVEL DESIGNER SPECIFIED EDGE 0
<br /> / 1. MAXIMUM SPACING BETWEEN END STUDS AND INTERIOR STUDS SHALL NOT EXCEED SPACING SPECIFIED IN
<br /> 2. INSTALL PLATE WASHER ON TOP OF TUD OR ATUD, AND SECURE THE NUT NAILING SPACING X TOTAL _ � JOB SPECIFIC RUN DETAILS
<br /> ON TOP BY FINGER TIGHTENING PLUS AN ADDITIONAL 1/2 TO 1/3 TURN s COMPRESSION MEMBERS NUMBER OF STUDS BUT I I I 2. MAXIMUM SPACING BETWEEN END STUDS AND INTERIOR STUDS SHALL NOT EXCEED 6" WHERE A FLOOR
<br /> AND CONDITIONS 0 F USE WITH WRENCH NOT TO EXCEED 12" O.C. I SYSTEM WITH A RIM JOIST OR RIM BLOCKING IS NOT PRESENT (LEDGER OR TOP CHORD BEARING TRUSS
<br /> G EN EAL NOTES3. REMOVE ACTIVATION PIN Po�� CONDITION)
<br /> 1 - NAILING ©
<br /> INSTALLATION (RTUD) ROD 12" O.C. 3. TOP PLATE AND STRAP TERMINATIONS SHALL USE TWO END STUDS ALL LEVELS
<br /> 1. RTUD MUST BE INSTALLED ON TOP OF BPRTUD BEARING PLATE ANDPI COUPLER
<br /> FASTENED THROUGH THE BPRTUD TO WOOD PLATES WITH: SYMMETRICAL STUDS ASYMMETRICAL STUDS 4. BRIDGE BLOCK TERMINATIONS SHALL USE TWO END STUDS AT THE UPPERMOST LEVEL WHEN A SINGLE
<br /> CRIPPLE IS SPECIFIED AND SHALL USE ONE END STUD IF A DOUBLE CRIPPLE IS SPECIFIED (SEE JOB j
<br /> ROD TO BEAM PLATE SZE FILLET WELD - RTUD 3B Sc 4B: (2)#9X1 1/2 STRONG DRIVE"SD SCREWS 1 1 SHEARWALL EDGE Al LI G SPECIFIC RUN DETAILS FOR CRIPPLE SPECIFICATIONS); ALL OTHER LEVELS SHALL USE TWO END STUDS i
<br /> MODEL L W t SIZE LENGTH - RTUD 5 & 6: (2)#9X2 1/2 STRONG DRIVE' SD SCREWS Jo
<br /> ANCHOR FOR TENSION ONLY
<br /> (IN) (IN) (IN) (IN) (IN) 1------1"--
<br /> ATS-SBC OVERSIZE SILL HOLE TO AVOID 5. ADDITIONAL LUMBER SHOULD BE ADDED AT THE UPPERMOST LEVEL AS NEEDED FOR END OF WALL FRAMING .
<br /> THREADED ROD WELD To / /� 6" CONTACT WITH SILL
<br /> 6. A MINIMUM OF ONE INTERIOR STUD IS REQUIRED AT ALL LEVELS
<br /> ATS-SBC5H 3 3 3/4 1/4 5 g BEAM PER TA'\E U P DEVICE E (TUD) MIN 7. AT ANY FLOOR LEVEL, A MAXIMUM OF 6 ADDITIONAL STUDS MAY BE USED AT THE INTERIOR STUDS ASATS-SBC6H 3 3 1 5/16 5 so
<br /> /, DESIGN TABLE q + SILL PLATE 2x STUD COMPARED TO THE INTERIOR STUD PACK ABOVEsioito 12" , �� lir 8. SEE DETA'L 11 FOR SHEAR WALL EDGE NAILINGATS-SBC8H 3 3 1 1/4 5/16 10 r \ STEEL BEAM ������5 3 1 t 2 5 16 14 I BY DESIGNER TAKE-UP DEVICE FOUNDATION AND REINFORCING BY USESIMPSON SSPIFPOSITIVE
<br /> ATS SBC10H / / t�t�� �, DESIGNER CONNECTION OF POST TO SOLE 15 ASYMMETRICAL COMPRESSION MEMBER DESIG\ATS-SBC11H 6 3 1 1/2 5/1s 16 A •
<br /> w► ' � '� WEB sTIFFGNERS II. .elASSEMBLY a a ° a ° PLATEISNOTAVAILABLEATS-SBC12H 7 3 1 3/4 5/16 18 \ BY DESGNER :, 1 STRAPSANCHOR BOLT AS SPECIFIED FARING PLATESEE RUN DTAILd
<br /> • ° °! �� COMPRESSIONPERCRUN UT EDTAILS FOUNDATION , , !I„��„� I e _ III
<br /> (� MEMBERS
<br /> NOTES `
<br /> 1. THE WELD LENGTH FOR THE ATS-SBC5H AND ATS-SBH6H REQUIRES ONLY TWO OPPOSING SIDES OF THE PLATE TO BE o IL I o __ 1. SIMPSON STRONG-TIE ASSUMES 6" MINIMUM ANCHOR BOLT PROJECTION TO I = SOLE PLATE ' c\I
<br /> FILLET WELDED FULL LENGTH LESS A 1/4" STANDOFF AT CORNERS DETERMINE ROD LENGTHS ABOVE CONCRETE SURFACE UNLESS NOTED DHOLE ��
<br /> 2. THE WELD LENGTH FOR ATS-SBC8H UP TO THE ATS-SBC12H REQUIRES ALL FOUR SIDES OF THE PLATE TO BE FILLET ®� 111
<br /> OTHERWISE BY THE DESIGNER. IF THIS VARIES, COORDINATE WITH SIMPSON WEP SHEATHING CO
<br /> WELDED WITH FULL LENGTH LESS A 1/4" STANDOFF AT CORNERS STRONG-TIE PRIOR TO SHIPMENT OF RODS
<br /> 3. ALL FILLET WELDS, Foa, TO BE GREATER THAN OR EQUAL To 70 KSI AND TO FOLLOW GEOMETRY AND STANDARDS PER AND NAILING COUPLER
<br /> III
<br /> ROD O6AND AWS
<br /> AISG WHEN STUD IS OVEN PLATE `�
<br /> INSTALLATION 0 f� DETAIL 12
<br /> OPTIO\AL SSP
<br /> •
<br /> Q WOOD BEAM 8 BY :,
<br /> DESIGNER •
<br /> 1. VERTICAL STRAPS ARE SOLD SEPARATELY, UNO. MINIMUM OF 2 Y2" CLEARANCE REQUIRED _ice '
<br /> 2. WHEN STRAPS OCCUR WITH ATS, REFER TO THE STRUCTURAL DRAWINGS MODEL ROD DIA H3 BETWEEN TOP OF ROD AND BOTTOM OF ROOF DIMENSIONS COMPATIBLESDS SCREW immi_
<br /> __________ _______ CO
<br /> ` ^ AND ATS INSTALLATION DETAILS. MILD HIGH (in.) (in.) DECK AT TIME OF INSTALLATION. WHERE ROD 1/4" RECOMMENDED MODEL (in.) (in.) (in.) (in.) ROD(IN) LENGTH(IN) C N
<br /> 2 STEEL B EA VI CON\ECTO R (SBC) 3. REFER TO THE APPLICABLE CODE FOR MINIMUM NAIL EDGE AND END STEEL STRENGTH IS REQUIRED TO BE CUT, RECOMMENDED /
<br /> DISTANCES. 1 2 TO 1 2 1 1 2 ABOVE THE RTUD OR HEX NUT (FLUSH MIN.) wBP4-3X3.5 3 3 1/2 1/2 1/2 1/2 3 WBP PLATE Q U,J
<br /> L -
<br /> CNW 1/2 - / / / 1/4" WBP5-3X3.5 3 3 1/2 1/2 5/8 5/8 3 •
<br /> 5 ALT. STRAP T A\S I T I O N CNW 5/8 ATS-HSC55 5/8 TO 5/8 1 3/4 t - _J WBP6-3xs.5 3 5 1/2 1/2 3/4 3/4 3
<br /> SMOOTH SHANKI WBP7-3X8.5 3 8 1 2 7 8 7 8 7 8 4 1 2 SDS SCREW
<br /> FULL THREAD STRONG-ROD - T '
<br /> ROD DIA. CNW 3/4 HSCNW3/4 3/4 TO 3/4 2 / / / / / 1/4" RECOMMENDED (TYP) O
<br /> (IN) MODEL NO. MODEL NO. L1 _
<br /> " CNW 7/8 ATS-HSC77 7/8 TO 7/8 2 1/4 I I weP8-3X12 3 12 1 1/4 1 1 4 1/2 (FLUSH MIN.) MM
<br /> 1/2 R4 - 12 �- r I MODEL CORRESPONDING �T WBP8-3x15 3 15 1 5/8 1 1 4 1/2 NUT W
<br /> ROD DIAMETER Ili I I \ WBP8-5X5.5 5 51/2 1/2 1 1 41 2 W
<br /> 5/8R5 - MODEL NUMBER STRONG-ROD 123456CNW 1 ATS-HSCW1 1 TO 1 2 1/2 !---�_ 1 ---� /
<br /> j WBP9-5X8.5 5 8 1/2 7/8 1 1/8 1 1/8 4 1/2
<br /> 3/4 R6 - L UNC THREADS ATS-N4 1/2" ATS-C99 ATS-HSC99 1 1/8 TO 1 1/8 2 3/4 L
<br /> _\ / / / / F-
<br /> WBP9-5Xt2 5 12 1 1 4 1 1 8 1 1 8 4 1/2 F-
<br /> ATS-N5 5/8" ATS-C1010 ATS-HSC1010 1 1 4 TO 1 1 4 3 SEE DETAIL 4 FOR FASTENING WBP10-5X12 5 12 1 1/4 1 1/4 1 1/4 4 1/2 LU
<br /> 7/8 R7 - STRONG-ROD L (ft) L1 (ft) / / ROD PER U
<br /> INFORMATION OF RTUD TO PLATES SCHEDULE /
<br /> 1 R8 - 3 to 5 1 ATS-N6 3/4" ATS-C1111 ATS-HSC1111 1 3/8 TO 1 3/8 3 1/4 NOTES:
<br /> O
<br /> R9 - 6 to 12 4 ATS-N7 7/8" -'" ATS-C1212 ATS-HSC1212 1 1/2 TO 1 1/2 3 1/2 13 TA<E- U P DEVICE INSTALLATION AT TOP LEVEL 2. THRE HD( NUT ONTO ROD ANDETIGHTEN AGAINST WBP PLATE a
<br /> 1 1/8 3. FASTEN ROD AND WBP PLATE ASSEMBLY TO WOOD BEAM WITH (2) SDS SCREWS (PROVIDED AS A
<br /> P
<br /> 1 1/4 R10 - ATS-N8 1" `. ATS-C1414 ATS-HSC1414 1 3/4 TO 1 3/4 4 KIT);
<br /> FULL HEIGHT STUDS EA SIDE WITH SHEAR ADD (1) TOE NAIL EACH SEE TABLE FOR SDS SCREW LENGTH
<br /> 1 3/8 R11 - L ATS-N9 1 1/8" ATS-C1616 ATS-HSC1616 2 TO 2 4 1/2 WALL EDGE NAILING PER DETAIL 11 Oil END OF THE BRIDGE
<br /> 1 1/2 R12 - 41.75" ATS-N10 1 1/4" CNW 5/8-1/2 ATS-HSC54 5/8 TO 1/2 1 5/8 BLOCK INTO TOP 16 WHO D B EA vl BEARING G PLATE
<br /> CRIPPLE STUDS - DO
<br /> •
<br /> Q 1 3/4 R14 - A f__ 1ATS-N11 1 3/8" CNW 3/4-5/8 ATS-HSC65 3/4 TO 5/8 1 7/8 BRIDGE . _ NOT NAIL BRIDGE .
<br /> •,- d - BLOCK PER NI BLOCK INTO KING DIMENSIONS COMPATIBLE DIMENSIONS COMPATIBLE C)
<br /> 2 R16 - ATS-N12 1 1/2" ATS-C76 ATS-HSC76 7/8 TO 3/4 2 1/8 RUN DETAILS �� M0 w L { TAKE-UP MODEL W L { TAKE-UP HSR5 SRSH 2" 1? ATS-N14 1 3 4" SERIES (in.) (in.) (in.) Z
<br /> STUDS OR SHEATHING DEVICE �a" DEVICE co
<br /> 0) 5/81 1 8-7 MODEL NUM9ER STRONG-ROD 12345E / ATS-C87 ATS-HSC87 1 TO 7/8 2 3/8 1/4" MIN 1/4" MIN " (in.) (•in.) (in.) On.) (in•) SERIES \
<br /> HSR6 SR6H 52" MIN n i on. PL5-3X3.5 3 3 1/2 3/8 11 16 BPRTUD3-4 3 3 1/4 5/8
<br /> • N 3/4 UNC THREADS ATS-N16 2" ATS-C98 ATS-HSC98 1 1/8 TO 1 2 5/8 HEIGHT •,P PL5-3x5.5 3 5 t/2 1/2 11/16 BPRTUD3-4B 3 3 1/2 1/4 5/8 - O
<br /> r 7/8 HSR7 SR7H STRONG-ROD XL NAILS PER RUN
<br /> \I Y ATS-C109 ATS-HSC109 1 1/4 TO 1 1/8 2 7/8 DETAILS PL6-3X3.5 3 3 1/2 3/8 13/16 BPRTUD5-6A 3 4 1/2 1/4 1 RTUD Z
<br /> m 1 HSR8 SR8H 6 HEAVY HEX NUTS UI j PL6-3X5.5 3 5 1/2 1/2 13/16 BPRTUD5-6B 3 5 1/2 1/2 1
<br /> ATS-C1110 ATS-HSC1110 1 3/8 TO 1 1/4 3 1/8 SPACING PER !- - Q
<br /> 1 1/8 HSR9 SR9H STRONG-ROD 3 IllRUN DETAILS ■
<br /> CRIPPLE STUDS PL9-3X5.5 3 5 1/2 1/2 1 3/16 BPRTUD5-6C 3 7 1/2 3/4 1 1
<br /> ROD DIA. COLOR / / PL9-3XE.5 3 8 1/2 7/8 t 3/16 LL •-1
<br /> o A LDIMENSIONS ATS-C1211 ATS-HSC1211 1 1/2 TO 1 3 8 3 3 8 PER RUN DETAILS
<br /> CD 1 1/4 HSR10 SR1OH XL IN. CO:E
<br /> MODEL W t ATS-C1412 ATS-HSC1412 1 3 4 TO 1 1 2 3 3 4 Pu4-3X8.5 3 8 1/2 7/8 1 t3/ts L.L. J
<br /> MMODEL NO.
<br /> o (in.) (in.) (in.) (in.) / / / 1 MIN END DIST
<br /> 0 1 3/8 HSR11 SR11H ATS-SR9H/14-5 1 3/4-1 1/8 6" 6'-0"
<br /> 9 64 9 16 ATS-C1614ATS-HSC16142 TO 1 3 4 4 1 4 PL9-3X12 3 12 1 1/4 1 3/16 �' 0
<br /> v LBP 1/2 2 2 / / / /
<br /> 1 1/2 HSR12 SR12H ATS-SR9H/14-7 1 3/4-1 1/8 2 1/2" 7'-5" C?ANGE p 2ND DIAMETER BRIDGE BLOCK NOTES PL14-3x12 3 12 1 1/4 1 13/16Aripi /'/�
<br /> T LBP 5/8 2 2 9/64 11/16 Units in 1/8" Increments ATS-HSC98 1. CRIPPLE STUDS SHALL BE 2X MEMBERS ONLY AND BE FIELD NAILED PL9-3X15 3 15 1 1/2 1 3/16 ATUD/TUD ' V J
<br /> 1 3/4 HSR14 SR14H ATS-SR9H150/14-7 1 3/4-1 1/8 2 1/2" 7'-5" �' (Ex: 9 = 9/8 OR 1 1/8") --1 1ST DIAMETER 2. CRIPPLE STUDS SHALL BE NAILED TO FULL HEIGHT STUDS PER ELEVATION DRAWINGS AND DETAILS ABOVE. PL10-3X15 3 15 1 1/2 1 5/16 DHOW Y , W
<br /> co BP 3/4 2 3/4 2 3/4 5/16 13/16 GRADE; IF (2) CRIPPLES ARE REQUIRED ON EACH SIDE OF ROD, NAIL CRIPPLE ADJACENT TO FULL HEIGHT STUD `� fn
<br /> 2 2 HSR16 SR16H C OR CNW = MILD STEEL PL14-3X15 3 15 1 1/2 1 13/16 BPRTUD Q
<br /> m BP 7/8 3 3 5/16 15/16 HSC OR HSCNW = HIGH STRENGTH WITH SCHEDULED NAILS AND NAIL INNER CRIPPLE WITH Yz OF THE SCHEDULED NAILS. IF (3) CRIPPLES (n
<br /> 1 1/8 HSSR9H150 SR9H150 COUPLER NOTES AND INSTALLATION NOTES PL9-5X5.5 5 5 1/2 1/2 1 3/16
<br /> NOTES ARE REQUIRED ON EACH SIDE OF THE ROD, NAIL CRIPPLE ADJACENT TO FULL HEIGHT STUD WITHco rn
<br /> Tlj1. FULLY THREADED AND STRONG-ROD IS UNCOATED OR PAIN BP 1-3 3 3 3/8 1 1/16 DHOLE 1. TIGHTEN THE TWO RODS UNTIL EACH ROD CAN BE FULLY SEEN IN THE WITNESS HOLE SCHEDULED NAILS AND THE MIDDLE CRIPPLE WITH 2/3 OF THE SCHEDULED NAILS AND THE INNER MOST PL14-5X5.5 5 5 1/2 1/2 1 13/16 F W `��
<br /> 1 1/4 HSSR10H150 SR10H150 BLACK STEELCt W
<br /> ui , BP 1-1/4 3 3 3/8 1 5/16 2. ADDITIONAL COUPLER NUTS SIZES INCLUDING OVERSIZED THREADS (OST) FOR CRIPPLE WITH ) OF THE SCHEDULED NAILS PL9-5X8.5 5 8 1/2 7/8 1 3/16
<br /> rn 2. STRONG-ROD MODEL DESIGNATION: THE NUMBER Fd_LC71NG GALVANIZED ANCHOR BOLTS ARE AVAILABLE - REFER TO NOMENCLATURE BREAKDOWN IN 3. CRIPPLE STUDS MAY BE NAILED TO FULL HEIGHT STUDS FROM EITHER SIDE Pu4 5X95 5 8 1/2 7/8 1 13/16 6 Q Q
<br /> ATS-SR(#) REPRESENTS THE ROD DIAMETER IN 1/8" i.e. BP 1-1/2 3 3 3 g 1 g 16 THIS DETAIL FOR ITEMS NOT LISTED IN TABLE 4. IF BRIDGE BLOCK IS SOLID SAWN, IT MUST BE A MINIMUM 1 GRADE; SCL IS ALSO ACCEPTABLE
<br /> / ( # PL9-5X12 5 12 1 1/4 1 3/16 DHOLE r w
<br /> / / 3. HEIGHTS LISTED ARE MINIMUM DIMENSIONS - FOR COUPLERS NOT LISTED MINIMUMW EL =
<br /> Z ATS-SR5H IS A 5/8" DIAMLIER HIGH STRENGTH ROD) HEIGHT = (1ST DIAMETER + 2ND DIAMETER + 1/2") 5. FOR SDS SCREW OPTIONS, CONTACT SIMPSON STRONG-TIE puo-sxlz 5 12 1 1/4 1 5/16 PL PLATES �`
<br /> 3. STRONG-ROD XL ARE 1 3/4" DIA WITH 1 1 8" THREAC_D BP 1-3/4 3 3 3/8 1 13/16 6. ROD LENGTH AT BRIDGE BLOCK LEVEL BASED ON 52" HEIGHT ABOVE SUBFLOOR. ADDITIONAL ROD LENGTH
<br /> co ENDS AND ARE USED TO REDUCE ELONGATION 4. CNW AND HSCNW MODELS LISTED ABOVE AS APPLICABLE - ROD DIAMETER FOR CNW
<br /> AND HSCNW MODELS ARE LISTED IN INCHES WILL BE REQUIRED FOR BRIDGE BLOCK HEIGHTS ABOVE 52" t
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<br /> `3 STRO\G-ROD 7 PLATE WASHES 9 COUPLES \ UTS 14 ALT. BRIDGE BLOCK DETAIL 171 BEARING PLATES FO. ATUD/TUD AND STUD RA
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