|
��.�'=�.:u�':rr i i
<br /> ��J'�.r;�/
<br /> APD
<br /> 1. ATS IS AN ASSEMBLAGE OF STEEL COMPONENTS, WHICH INCLUDE RODS, PLATES, COUPLER NUTS, TAKE-UP DEVICES AND � �� 6" �IAX American Property Development,Inc.
<br /> NUTS. STUDS, POSTS AND BLOCKING ARE NOT SHIPPED WITH THE ANCHOR TIEDOWN SYSTEM. COMPRESSION MEMBERS NUT �. NOTE: NO SPLICE IN TOP PLATE IS PERMITTED 1 DEGREE MAX. END s�uo SEE RUN INTERIOR STUDS TAKE-UP DEVICE 110 110thAvenue NE suite 550
<br /> SHOWN ARE THE MINIMUM SIZES BASED ON FUL� SECTION MEMBERS, WITH THE SPECIFICATIONS NOTED BELOW, AND ARE PLATE �'' THREADED ROD W�THIN 8" OF ATS ROD � PER FLOOR SEE TABLE AIL �, ASSEMBLY Be�levue,WA98004
<br /> BASED ON LOADS MATCHING THE TENSION FORCE OF THE ROD UNLESS SPECIFIC INSTRUCTIONS OR COMPRESSION � BELOW
<br /> FORCES ARE PROVIDED BY THE DESIGNER. THE DESIGNER IS RESPONSIBLE FOR COORDINATION OF LUMBER WASHER
<br /> SPECIFICATIONS, STUD AND POST DESIGN DUE TO CODE LOAD COMBINATIONS AND MODIFICATIONS (HOLES, NOTCHES, EfC) BEARING � �� T�E ASSEMBLY �
<br /> TO THE STUDS AND POSTS. ALL COMPRESSION LUMBER IS BASED ON THE FO�LOWING, UNO: DFL PLATE � TAKE-UP DEVICE 1/4 RECOMMENDED TAKE-UP DEVICE ASSEMBLY Q AT PLUMB OF ANCHOR -
<br /> 2X4: No2 �FLUSH MIN.� BRIDGE BLOCK
<br /> � t:
<br /> _ __ � ��� � � .,.,�
<br /> 2x6. No2 SOLID BLOCKING � TAKE-UP DEVICE BELOW � Roo
<br /> 3X4: No2 ASSEMBLY CRIPPLE STUDS ROD �
<br /> 3X6: No2 t � � 201 N. Maple Grove Ste. 100
<br /> 4X: No2 �'' " ; ; i BOISE IDAHO 83704
<br /> TOP PLATES ROD TOP LEVEL W/ BRIDGE BLOCK TOP PLATE DETAIL Phone (208)342-7168
<br /> 6X: No1 =; � LE JOB# 154191.00
<br /> ALL WOOD PLATES (TOP AND SOLE/SILL) ARE BASED ON THE FOLLOWING, UNO: DFL I�I �� ALLSTRUCTURALDETAI,L�USEDONTHIS
<br /> WITH F'cperp = 625 PSI � BOLT HOLE OVERSIZED 1�4 MAX COUPLER END STUDS SEE RUN INTERIOR STUDS
<br /> `� DETAIL PLAN ARE COPYRIGHT(C) OF LOCHSA
<br /> ENGINEERING OF IDAHO.fHE RE-USE OF
<br /> MAXIMU M ` ANY DE7AIL5 AND CONCEPTS IS NOT
<br /> 2. SIMPSON STRONG-TIE IS PROVIDING THE ANCHOR TIEDOWN SYSTEMS TO MEET THE ATS MODEL SPECIFICATION OR MODEL COMPENSATION ' 1 DEGREE MAX. ACCEPTABLEWITHOUTWRITTENCONSENT
<br /> DESIGN FORCES PROVIDED AND DETERMINED BY THE DESIGNER. SIMPSON STRONG-TIE HAS NOT CONFIRMED AND IS Np, THREADED ROD W (IN) L (IN) ��N� � ROD TAKE-UP DEVICE PER FLOOR SEE TABLE OFLOCHSAENGWEERINGOFIDAHO.
<br /> SIZE (IN) ASSEMBLY ROD
<br /> NOT RESPONSIBLE FOR ANY OF THE DESIGN, ENGINEERING, CALCULATIONS OR DERIVATION OF STRUCTURAL FORCES BELOW COUPLER
<br /> ATUD5 5/8 1 3/S 1 7/8 3/4
<br /> RELATED TO THE BUILDING. THE DESIGNER IS RESPONSIBLE FOR EVALUATING THE EFFECTS OF LUMBER SHRINKAGE AND COMPRESSION MEMBERS
<br /> ATS ELONGATION ON SHEARWALL DRIFf. SIMPSON STRONG-TIE HA5 NOT CONFIRMED AND IS NOT RESPONSIBLE FOR ATUD6-2 3/4 1 3/4 3 1/8 2 TOP LEVEL TAKE-AUP�EMBLY M� H F
<br /> VERIFYING THE SHEARWALL SYSTEM'S ADHERENCE TO BUILDING CODE DRIF-f REQUIREMENTS OR ITS PERFORMANCE IN P N
<br /> CONSIDERATION OF STRUCTURAL DEFORMATION COMPATIBILITY. THESE DRAWINGS ARE SPECIFIC TO ATS AND AREN'T ATUD9 1 1/8 2 1/8 2 1/4 1 ASYMMEfRICAL STUD CONVERSION P � °F ASH�N
<br /> APPLICABLE TO OTHER MANUFACTURER TIE DOWN SYSTEMS. TUD9 1 1/8 2 1/8 2 1/4 1 �� ROD SYMMEfRICAL ASYMMETRICAL CONFIGURATION � �P� - � �'
<br /> � AT PLUMB OF ANCHOR RIM �oIST �.r
<br /> 3. LUMBER SPECIFICATIONS BETWEEN THESE DRAWINGS AND THE PROJECT STRUCTURAL DRAWINGS MAY VARY AND RESULT ATUD9-2 1 1/8 2 1/8 3 7/8 2 �! i LAYOUT END OF WALL INTERIOR SIDE ��� i•
<br /> COUPLER ; BELOW SOLID BLOCKING TO
<br /> IN LOWER ALLOWABLE COMPRESSION CAPACITIES. THE DESIGNER IS RESPONSIBLE FOR REVIEW AND ACCEPTANCE OF i COMPRESSION MEMBERS (1) 2x4 (2) 2x4 (1) 2x4
<br /> ATUD9-3 1 1/8 2 1/8 5 3 NUT �1L' ROD EXTEND TO OUTERMOST
<br /> THE ATS INSTALLATION DRAWING LUMBER SPECIFICATIONS. ' NOTE: BOTfOM LEVEL STUDS; (2) 2x4 (2) 2x4 (2) 2x4 s� ' ?
<br /> TUD10 1 1/4 2 3/S 2 1/4 1 ;� SEE DEfAIL 7 � ssas �
<br /> 4. THE TAKE-UP DEVICE CONFIGURATIONS SHOWN ON THIS SHEEf ARE FOR ILLUSTRATIVE PURPOSES ONLY. REFER TO THE � A 1 DEGREE MAXIMUM OFFSEf OF � G � ``
<br /> ELEVATIONS ON THE SUBSEQUENT PAGES FOR TAKE-UP DEVICE CONFIGURATIONS BASED ON FRAMING CONDITIONS ATUD14 1 3/4 2 7/8 2 1/4 3/4 � TAKE-UP DEVICE ASSEMBLY _ (3) 2x4 (2) 2x4 (4) 2x4 °,� �RA� EN ��
<br /> THE ROD IS PERMIITED AT EACH � �ss i o ru a� E`'�`
<br /> PARTICULAR TO EACH PROJECT OR PER DESIGNERS SHRINKAGE SPECIFICATIONS �_� (4) 2x4 (2) 2x4 (6) 2x4
<br /> RTUD3 3/8 1 7/8 15/16 NO LIMIT - LEVEL COUPLER I �3-29-�
<br /> 5. CONTRACTOR OR INSTALLER OF ATS SHALL CUT RODS TO LENGTH AS REQUIRED. (5) 2x4 (2) 2x4 (8) 2x4 EXP.01/07/202
<br /> RTUD4 1/2 1 7/8 15/16 NO LIMIT ALLOWABLE HORIZONTAL OFFSET ANCHOR BOLT AS COUPLER � I I
<br /> 6. DO NOT WELD PRODUCTS LISTED UNLESS THESE DRAWINGS SPECIFICALLY IDENTIFY A PRODUCT AS ACCEPTABLE FOR RTUD4B 1/2 2 1/4 1 NO LIMIT - �--- _ SPECIFIED i i i (6) 2x4 (2) 2x4 (10) 2x4
<br /> SOLID BLOCKING CONTINUOUS PLATE HEIGHT OFFSET � SILL PLATE COPYRIGHT C 2011, ALLRIGHTSRESERVED
<br /> W E L D I N G, O R U N L E S S S P E C I F I C A P P R O V A L F O R W E L D I N G I S P R O V I D E D B Y S I M P S O N S T R O N G-T I E O R E N G I N E E R O F -- R O D � � O
<br /> RECORD. SOME STEELS HAVE POOR WELDABILITY AND A TENDENCY TO CRACK WHEN WELDED. CRACKED STEEL WILL RTUD5 5/8 3 1/2 1 7/16 NO LIMIT i' '; BETWEEN OUTSIDE EDGES OF 4'-4" (BRIDGE BLOCK) 7/8" ! � (7) 2x4 (2) 2x4 (12) 2x4
<br /> NOT CARRY LOAD AND MUST BE REPLACED. i:; li WIDEST POSTS ABOVE OR BELOW g'-0" 1 5 8" a ' • SUBMITTAUREVISIONS
<br /> RTUD6 3/4 3 1/2 1 7/16 NO LIMIT i; ,i � . �. a � (8) 2x4 (2) 2x4 (14) 2x4
<br /> � � ��P� g'-p" 1 7�8„ , .� , ' °'' SEE�T BLE INTERIOR STUDS - SEE TABLE # DATE DESCRIPTION
<br /> 7. FULLY ENGAGE EACH ROD INTO THE SPECIFIED COUPLING NUT OR CTUD UNTIL EACH ROD CAN BE SEEN FULLY IN THE NOTES �i I� , � , . . (9) 2x4 (2) 2x4 (16) 2x4
<br /> WITNESS HOLES OR POSITIVE STOP HAS BEEN ACHIEVED. SEE RUN 6 STUDS MAX DIFfERENCE BETWEEN LEVELS
<br /> 1. C O D E A P P R O V A L S: I C C-E S E S R 2 3 2 0; L A R R 2 5 6 4 3; F L 1 0 0 0 7 i' I i 1 0'-0' A N D G R E A T E R 2" • 1 3/28/2018 ADDENDA#1
<br /> � � N O T E: A LT ERNATE BLOCKI N G , a D E f A I L A D D S U S 0 L E V L A B O V E A S N E E o (�o) 2x4 (2) 2x4 (�s) 2x4
<br /> 8, WSTALL NUTS AND ISOLATOR NUTS SNUG TIGHT, PLUS AN ADDITIONAL 1�2 TURN. �� ��� ALLOWED W SOLID BLOCKING
<br /> � � �� �� � �'� i� / (�i) zX4 (z) 2xa (20) 2Xa
<br /> 9. IN THE EVENT OF A DISCREPANCY BETWEEN THE STRUCTURAL DRAWINGS AND THESE INSTALLATION DRAWINGS, THE II L ��� ACTIVATION i �i EQUALING FULL WIDTH OF WIDEST 1 O A OWAB�E RO D 0 FFS ET ROD
<br /> STRUCTURAL DRAWINGS ALWAYS GOVERN. --I��I-__ � ��=% �' ''� P CED .J (12) 2x4 (2) 2x4 (22) 2x4
<br /> �,,` �,� �_`�PiN POSTS ABOVE OR BELOW LA �a
<br /> �� � ��� ' ON EA SIDE OF ROD W� 3" MAX �, �3
<br /> �--- - NOTES:
<br /> 10. SIMPSON STRONG-TIE HIGHLY RECOMMENDS THAT A PRE-CONSTRUCTION MEETING BE HELD PRIOR TO PLACEMENT OF 1� �'�,;�; � o�
<br /> CONCRETE TO ASSIST IN THE INSTALLATION PROCESS AND VERIFY QUANTITIES. TO COORDINATE THIS MEETING, CALL �`- W � � `�__% � SPACING BETWEEN BLOCKING � COMPRESSION � � W� SHEARWALL 1• SYMMEfRICAL LAYOUT CONFlGURATIONS ARE THE
<br /> I NUMBER OF COMPRESSION MEMBERS REQUIRED ON
<br /> SIMPSON SALES AT 800-999-5099. RTUD � -�I� � � MEMBERS ON � EACH SIDE OF ROD.
<br /> A TUD � EITHER SIDE OF 2. 2x6 MEMBERS SIMILAR
<br /> INSTALIATION (TUD OR ATUD� � STRONG ROD �
<br /> PLANS ARE NOT FOR CONSTRUCTION WITHOUT SUBSTANTIATION OF REVIEW BY 1. PLACE TAKE-UP DEVICE OVER ROD FROM LEVEL BELOW ONTO APPROPRIATE BOLT HOLE: OVERSIZED 1/4�� i �
<br /> THE RESPONSIBLE DESIGNER AND THE GOVERNING BU�LDING JURISDICTION. BF�RING PLATE. MAX NAi� To Ea sTuo w � � �� ASYMMEfRICAL COMPRESSION MEMBER RULES
<br /> 2. INSTALL PIATE WASHER ON TOP OF TUD OR ATUD, AND SECURE THE NUT �
<br /> ON TOP BY FINGER TIGHTENING PLUS AN ADDITIONAL 1/2 TO 1/3 TURN SEE RUN � DESIGNER SPECIFIED EDGE � 1. MAXIMUM SPACING BEIWEEN END STUDS AND INTERIOR STUDS SHALL NOT EXCEED SPACING SPECIFIED IN
<br /> WITH WRENCH. DETAILS �{ NAILING SPACING X TOTAL �� JOB SPECIFIC RUN DETAILS
<br /> 3. REMOVE ACTIVATION PIN. � ' � � � NUMBER OF STUDS BUT 2. MAXIMUM SPACING BEfWEEN END STUDS AND INTERIOR STUDS SHALL NOT EXCEED 6" WHERE A FLOOR
<br /> 1 G E N E RAL N OTES AN D C 0 N D ITI 0 N S 0 F U S E INSTALLATION (RTUD� FLOOR LEVEL � � NOT TO EXCEED 12" O.C. SYSTEM WITH A RIM JOIST OR RIM BLOCKING IS NOT PRESENT (LEDGER OR TOP CHORD BEARING TRUSS
<br /> 1. RTUD MUST BE INSTALLED ON TOP OF BPRTUD BEARING PLATE AND NAILING C�? 12" O.C. CONDITION)
<br /> FASTENED THROUGH THE BEARING PLATE TO WOOD PLATES WITH (2)8dX1 Y2 __ _ COMPRESSION MEMBERS 3. TOP PLATE AND STRAP TERMINATIONS SHALL USE TWO END STUDS ALL LEVELS
<br /> THREADED COMPENSATION MIN NAILS OR (2)#9X1 Y� STRONG-DRIYE� SD SCREWS FOR RTUD3 & J, SYMMETRICAL STUDS ASYMMETRICAL STUDS 4. BRIDGE BLOCK TERMINATIONS SHALL USE TWO END STUDS AT THE UPPERMOST LEVEL WHEN A SINGLE
<br /> � W MODEL N0. ROD SIZE (IN) W (IN) L (IN) (�N) RTUD4 AND (2)8DX2 Y2 MIN NAILS OR (2)#9X2 Y� STRONG-DRIVE� SD �� CRIPPLE IS SPECIFIED AND SHALL USE ONE END STUD IF A DOUBLE CRIPPLE IS SPECIFIED (SEE JOB
<br /> -- � ATS-CTUD55 5/8-5/8 1 7/8 5 SCREWS FOR RTUD5 & RTUD6 � ROD 1 1 S H EARWA�L EDG E NAI � N G SPECIFIC RUN DEfAILS FOR CRIPPLE SPECIFICATIONS); ALL OTHER LEVELS SHALL USE TWO END STUDS
<br /> �-��
<br /> � ATS-CTUD65 3 4-5/8 2 5 1/2 � 5. ADDITIONAL LUMBER SHOULD BE ADDED AT THE UPPERMOST LEVEL AS NEEDED FOR END OF WALL FRAMtNG
<br /> �' �"� ATS-CTUD66 3/4-3/4 2 5 1/2 4 TAK E U P D EV C E (TU D) � COUPLER 6. A MINIMUM OF ONE INTERIOR STUD IS REQUIRED AT ALL LEVELS
<br /> '`�_� ATS-CTUD75 7/8-5/8 2 5 1/2 �I�I _ 7. AT ANY FLOOR LEVEL, A MAXIMUM OF 6 ADDITIONAL STUDS MAY BE USED AT THE INTERIOR STUDS AS
<br /> ;��� WITNESS ANCHOR FOR TENSION ONLY 2x STUD COMPARED TO THE INTERIOR STUD PACK ABOVE
<br /> HOLES ATS-CTUD76 7/8-3/4 2 5 1/2 � ROD DIA. WASHER O.D. �' OVERSIZE SILL HOLE TO AVOID 8. SEE DEtAIL 11 FOR SHEAR WALL EDGE NAILWG
<br /> MODEL N0. g" CONTACT WITH SILL
<br /> ?; � EA SIDE ATS-CTUD77 7/8-7/8 2 5 1/2 (IN) (IN)
<br /> � :�;����� OF CTUD ATS-CTUD87 1-7/8 2 1/2 6 1/8 ATS-INSKT 5/8 M�N USE SIMPSON SSP IF POSITIVE �
<br /> ,�_.� ATs-CTUD88 ,-, � ,,z s ,,8 � s,�� P,�TE �oNNE�T�oN oF PosT To So�E 15 ASYMMETRICA� COMPRESSION MEMBER DES GN ,�,,
<br /> ,,�_;/, ACTIVATION ATS-CTUD97 1 1/8-7/8 2 1/2 6 1/8 ATS-IN6KT 3/4 PLATE IS NOT AVAILABLE ♦^
<br /> ��- ��� P I N ���
<br /> ,,�- � ATS-CTUD98 t �/s-� 2 �/2 6 1/8 � ATS-IN7KT 7/8 3 1/8 FOUNDATION AND REINFORCING BY _ PER RUN DETAILS-�{
<br /> ' � � ATS-CTUD99 1 1 8-1 1 8 2 1 2 6 1 8 � � � I DESIGNER - BEARING PLATE �
<br /> ''��� ATS-IN8KT 1 ° a I ° � I � �
<br /> COMPRESSION � �/�1 �
<br /> �� INSTALLATION ISOLATOR NUT ATS-IN9KT 1 1/8 ° j � ° e ��� v�
<br /> \� 1. THREAD THE CTUD ONTO THE THREADED ROD BELOW, POSITIONING IT WITH ACTIVATION � a ,, Ir�a e i i i i, MEMBERS ^ ' }� O
<br /> ��_,�� PIN FACING oUT. ANCHOR BOLT AS SPECIFIED °! ; �o��I SOLE PI..ATE ; ; ; � ' � V �'
<br /> ���-'' 2. THREAD THE ROD ABOVE INTO THE CTUD. RODS ARE INSTALLED CORRECTLY WHEN ° i i � � � �'Y� � �
<br /> �/ \ � VISIBLE THROUGH THE WITNESS HOLES. DO NOT REMOVE ACTIVATION PIN UNTIL THE ISOLATOR NUT AT ��� i i i � � � ^, '�
<br /> ANY LEVEL ABOVE FOUNDATION -I,�,l- WBP �` SHEATHING � i.i ' W -�
<br /> CTUD ISOLATOR NUT (IN) IS INSTALLED AT LEVEL ABOVE. CTUD , � � � Q� �
<br /> 3• SECURE ROD AT LEVEL ABOVE WITH BEARING PLATE AND ISOLATOR NUT. ATfACH NOTES AND NAILING � � � i i ' � COUPLER �
<br /> ISOLATOR NUT TO SOLE PLATE WITH PROVIDED SCREW. INSTALL #8x3" - 1. SIMPSON STRONG-TIE ASSUMES 6" MINIMUM ANCHOR BOLT PROJECTION TO �•� '•i i•� II` ROD �
<br /> 4• REMOVE ACTIVATION PIN AFTER LEVEL ABOVE IS SECURED WITH ISOLATOR NUT. SCREW �PROVIDED� _ DEfERMINE ROD LENGTHS ABOVE CONCREfE SURFACE UNLESS NOTED 12 0 PT 0 NAL S S P W H E N STU D I S OVE R P LATE i i i �,i �1 �
<br /> 5. THE CTUD MAY BE INSTALLED IN EITHER DIRECTION. THROUGH ISOLATOR ' BEARING PLATE OTHERWISE BY THE DESIGNER. IF THIS VARIES, COORDINATE WITH SIMPSON i i i i +�
<br /> NUT AND BEARING - PER DETAIL 6 STRONG-TIE PRIOR TO SHIPMENT OF RODS �
<br /> � � � C6 N
<br /> MINIMUM OF 2 Y�" CLEARANCE REQUIRED _i�_______�' �
<br /> PLATE INTO WOOD ' ATS PLATE DIMENSIONS OMPATIBLESDS SCRtIN
<br /> 2 C O U P L N G TAK E U P D EV C E CTU D P�TE _ 7 I N STAL�ATI O f� D ETA L BETWEEN TOP OF ROD AND BOTTOM OF ROOF „ MODEL w � t D hole ROD DIA LENGTH „ S �. ;
<br /> ( ) DECK AT TIME OF INSTALLATION. WHERE ROD 1/4 RECOMMENDED �iN) (iN) (iN� (iN) (�N) (�N) WOOD BEAM �� � � W
<br /> IS REQUIRED TO BE CUT, RECOMMENDED � � � ��
<br /> 1 4" ABOVE THE RTUD OR HEX NUT FLUSH MIN. weP4-3x3.5 3 3 1/2 �/2 i/z i/2 s SEE PLAN „ WBP PLATE �
<br /> � / -�- WBP5-3X3.5 3 3 1/2 1/2 5/8 5/8 3
<br /> 5 I S O�ATO R �l UT D ETAI � � o TAKE-�P o�►�E _ p
<br /> SMOOTH SHANK °�� `�' ASSEMBLY ��'- � wePs-3xs.s 3 5 �/z �/z a/a 3/4 3 � �
<br /> � E _� SDS SCREW
<br /> --- � ___ ; � - _ WBP7-3X8.5 3 a �/z �/a �/a �/s a i/z ��4„ RECOMMENDED (TYP) M
<br /> (IN) MODEL N0. MODEL N0. �� J -
<br /> �� _
<br /> ��2 R4 _ 12 � ATS PLATE DIMENSIONS - I�� STRAPS --- � -- -; �-----j��---- wBPs-3xt2 3 i2 i i/a t � 4 �/2 (FLUSH MIN.) LLI
<br /> a
<br /> - - �- ° - -- -�� � WBPB-3Xi5 3 15 1 5/8 1 1 4 1/2 NUT J
<br /> ----,
<br /> R5 _ - - - MODEL W L t D hole ' --_ � � � � ( ,� I-
<br /> 5�8 I i � �� ��_,� ��l WBPS-5X5.5 5 5 1�2 1�2 1 1 4 1�2 �
<br /> MODEL NUMBER STRONG-ROD �` 123456 �IN� �IN� �IN� �IN� CUT LENGTH j`; Ij I��al � ��, � i i il WBP9-5X8.5 5 8 1/2 7/8 1 1/8 1 1/8 4 1�2 H
<br /> 3/4 R6 - UNC THREADS ATS-BP5-3x3.5 3 3 1/2 3/s �1/�6 PER RUN DETAILS ; I; `I' ' � i �
<br /> �� _/!� I WBP9-5X12 5 12 7 1/4 1 1/8 1 1/8 4 1/2 w
<br /> � 7/8 R� - STRONG-ROD L ft L1 ft i Ii SEE DETAIL 4 FOR FASTENING � ROD PER e� �
<br /> a � ) � ) ATS-BP5-3x5.5 3 5 1/2 5/8 11/16 ,. ,, �, I wBP�o-5x�2 5 t2 � i/4 t �/4 i �/4 4 t/2 �
<br /> � °� INFORMATION OF RTUD TO PLATES SCHEDULE a
<br /> N � R8 - 3 to 5 1 ATS-BP5-5x5.5 5 5 1/2 3/4 11/16 ',--�{�-; = NOTES:
<br /> `� > >�$ R9 - '� 13 TA K E- U P D EV C E N STA L LAT 0 N AT TO P �EV E L 1. THREAD ROD THROUGH WBP PLATE
<br /> 6 to 12 4 ATS-BP6-3x5.5 3 5 1/2 5/8 13/16 ' �! 2. THREAD HEX NUT ONTO ROD AND TIGHTEN AGAINST WBP PLATE
<br /> °r° 1 1/4 R10 _ ° I ° 3. FASTEN ROD AND WBP PLATE ASSEMBLY TO WOOD BEAM WITH (2) SDS SCREWS (PROVIDED AS A KIT)•
<br /> N ATS-8P6-5x5.5 5 5 1�2 5�8 13�16 io �
<br /> � SEE TABLE FOR SDS SCREW LENGTH
<br /> oe I�'I
<br /> rn 1 3/8 R11 - lu � �°J BRIDGE BLOCK PER �;��
<br /> M L ATS-BP7-3x5.5 3 5 1/2 5/8 15/16
<br /> \ 1 1/2 R�2 - �� 75 RUN DETAILS
<br /> ,� A ATS-BP7-5x5.5 5 5 1/2 5�$ ,5�,6 F��� HE��HT �--� ' ----°o NOT NA'� 16 W 0 0 D B EA M B EA R N G P LAT E
<br /> 1 3/4 R14 - � 1. VERTICAL STRAPS ARE SOLD SEPARATELY, UNO. i � ; BRIDGE BLOCK
<br /> N _-_- __ _ _.-_ _-� ATS-BP8-3x5.5 3 5 1 2 1 2 1 1 16 ATS INSTALLATION DEfAILS. �TUDS EA SIDE ' EXCEPT TOE NAIL
<br /> � -- -��_ � � � 2. WHEN STRAPS OCCUR WITH ATS, REFER TO THE STRUCTURAL DRAWINGS AND �
<br /> 0 2 R16 - W EDGE NAILING
<br /> ' I TO CRIPPLE STUDS ATS PLATE DIMENSIONS OMPATIBLE Ai5 PLATE DIMENSIONS COMPATIBLE
<br /> o ATS-8P8-5x5.5 5 5 1/2 1/2 1 1/16 i TAKE-UP TAKE-UP
<br /> T HSR5 SRSH » 3. REFER TO THE APPLICABLE CODE FOR MINIMUM NAIL EDGE AND END SPECIFIED BY MODEL W � t Dhole DEVICE MODEL W � t Dhole DEYICE O
<br /> � 5�8 MODEL NUMBER STRONG-ROD � 123456 2 �P DISTANCES. DESIGNER ' tiN� (IN� (IN� (�N� SERIES (IN� (IN� (IN� (IN� $ERIES
<br /> � 1 1 8-7 ATS-BP9-3x5.5 3 5 1/2 5/8 1 3/16 „ '� .-l- NAILS PER RUN H
<br /> � 3/4 HSR6 SR6H / 1�4 MIN 1�4�� MIN �� PL5-3X3.5 3 3 1/2 3/8 11/16 BPRTUD3-4 3 3 1/4 5/8 z
<br /> ,, UNC THREADS ATS-BP9-5x5.5 5 5 1/2 5/s 1 3/16 52 MIN HEIGHT DETAILS w �
<br /> � 7�8 HSR7 SR7H �' PL5-3X5.5 3 5 1/2 1/2 11/16 BPRTUD3-4B 3 3 1/2 1/4 5/8 �
<br /> STRONG-ROD XL ATS-BP10-3x5.5 3 5 1/2 1�2 1 5�16 8 ALT. STRAP TRAN S TI O N PL6-3X3.5 3 3 1/2 3/8 13/16 BPf2TUD5-6A 3 4 1/2 1/4 1 RTUD �
<br /> �
<br /> 0 1 HSR8 SR8H ° _
<br /> � a � �� ��oE � PL6-3X5.5 3 5 1�2 1�2 13�16 BPRTUD5-6B 3 5 1�2 1�2 � U �
<br /> m ATS-BP10-5x5.5 5 5 1/2 1/2 1 5/16
<br /> 1 1/8 HSR9 SR9H STRONG-ROD 3 o SPACING PER ��-�- SCHEDULED PL9-3X5.5 3 s �/2 t/2 � 3/is BPRTUDS-6C 3 � t/2 3/a � � �
<br /> � ROD DIA. COLOR ATS-1 2 CAGE � RUN DETAILS �
<br /> � 1 1 4 HSR10 SR10H X� IN. A L CODE ATS-BP10-3x9 3 9 1 1 5/16 � ,T ; ; ; a --�--� � j CRIPPLE STUDS PL9-3X8.5 3 8 1/2 �/e t 3/is z
<br /> � MODEL D H w AND COMPONENTS ' i ROD - -- -= Q
<br /> > MODEL N0. ATS-BP10-3x12 3 12 1 1 2 1 5 16 >, PL14-3X8.5 3 s �/z 7/8 � �3/�s �
<br /> � 1 3/8 HSR11 SR11 H SR9H 14-5 1 3/4-1 1/8 6" 6'-0" � � (IN) (IN) (IN) , , ,� ° 1 MIN END DIST <> i � �� � �
<br /> � � SEE I I PL9-3X12 3 12 1 1/4 1 3/16 ~
<br /> � 1 1/2 HSR12 SR12H SR9H/14-7 1 3/4-1 1/8 2 1/2" 7'-5" ORANGE ATS-BP10-3x15 3 15 1 3/4 1 5/16 � _ BRIDGE BLOCK NOTES � 0 � �7 �
<br /> ATS-1 2 2B 2 16 3 ELEV PL14-3X12 3 12 1 1/4 1 13/16
<br /> � 1 3/4 HSR14 SR14H _ _ _ ATS-BP10-5x9 5 9 1 1 5/16 1. CRIPPLE STUDS SHALL BE 2X MEMBERS ONLY AND BE FIELD NAILED PL9-3X15 3 t5 � �/2 t 3/�s ATUDfTUD � L �
<br /> SR9H150 14 7 1 3 4 1 1 8 2 1 2" 7' 5" - �('
<br /> � -
<br /> ATS 1 2-2C 16 --
<br /> 2 3 -- - -
<br /> � � � � / � '" -
<br /> w � ��-� 2. CRIPPLE STUDS SHALL BE NAILED TO FULL HEIGHT STUDS PER ELEVATION DRAWINGS AND DETAILS ABOVE. Puo-3xis 3 15 � �/2 � 5/�s �I-IOLE � `
<br /> � 2 HSR16 SR16H ATS-BP10-5x12 5 12 1 1/2 1 5/16 s STEEL' BEAM PER IF (2) CRIPPLES ARE REQUIRED ON EACH SIDE OF ROD, NAIL CRIPPLE ADJACENT TO FULL HEIGHT STUD �' Z ♦^ �-
<br /> � ATS-1/2-2D 3 16 3 �SIGN�R I� PL14-3X15 3 t5 � �/2 t �3/�s BPRTUD � VJ
<br /> � 1 1/8 HSSR9H150 SR9H150 ; �-_- -=-� WITH SCHEDULED NAILS AND NAIL INNER CRIPPLE WITH Y2 OF THE SCHEDULED NAILS. IF (3) CRIPPLES �
<br /> Q NOTES � � ; H ARE REQUIRED ON EACH SIDE OF THE ROD, NAIL CRIPPLE ADJACENT TO FULL HEIGHT STUD WITH PL9-5X5.5 s s i/2 i/z i a/is � V W W
<br /> °' 1 1 4 HSSR10H150 SR10H150 1• F U L L Y T H R E A D E D A N D S T R O N G-R O D I S U N C O A T E D O R P L A I N A T S-1/2-2 E 3 1 6 3 � � P L 1 4-5 X 5.5 s s t/2 t/2 t i 3/i s � � � � Q
<br /> � / BL4CK STEEL. ! SCHEDULED NAILS AND THE MIDDLE CRIPPLE WITH � OF THE SCHEDULED NAILS AND THE INNER MOST o �
<br /> � � ' CRIPPLE WITH Ya OF THE SCHEDULED NAILS. PL9-5X8.5 s a �/2 �/a i s/is o �
<br /> � 2. STRONG-ROD MODEL DESIGNATION: TNE NUMBER FOLLOWING ; ; W o =
<br /> � ATS-SR(#) REPRESENTS THE ROD DIAMETER IN 1/8" (i.e. � 3. CRIPPLE STUDS MAY BE NAILED TO FULL HEIGHT STUDS FROM EITHER SIDE PL14-SX8.5 5 8 1/2 �/a � i3/�s N � �
<br /> � ATS-SR5H IS A 5/8" DIAMETER HIGH STRENGTH ROD). �i0� \ :� 4. IF BRIDGE BLOCK IS SOLID SAWN, IT MUST BE A MINIMUM #1 GRADE; SCL IS ALSO ACCEPTABLE pL9-5X12 5 t2 � i/4 t 3/is �o�
<br /> �'' 5. FOR SDS SCREW OPTIONS, CONTACT SIMPSON STRONG-TIE / / PL PLATES oRnwN ev
<br /> m 3. STRONG-ROD XL ARE 1 3 4" DIA WITH 1 1 S" THREADED D W � PL10-5X12 5 t2 t � 4 t 5 �s �
<br /> , � � � 6. ROD LENGTH AT BRIDGE BLOCK LEVEL BASED ON 52' HEIGHT ABOVE SUBFLOOR. ADDITIONAL ROD LENGTH
<br /> � ENDS AND ARE USED TO REDUCE ELONGATION. WILL BE REQUIRED FOR BRIDGE BLOCK HEIGHTS A80VE 52" �
<br /> � 3 STRONG- ROD 6 BEAR NG P�ATES FOR CTUD 9 ATS WELDABLE CAGES 14 A�T. BR DGE B�OCK DETA L 17 BEARING PLATES FOR ATUD/TUD AND RTUD SHEETNUMBER
<br /> �
<br /> � S4 . 15
<br /> �
<br /> �
<br /> m
<br />
|