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Permit File BLD-2019-0511 1715 O Avenue (3)
GENERAL NOTES COMPONENT SELECTION SCHEDULES COLLECTOR STUD CAPACITY SCHEDULES 1. THE SLACKJACKTM DEVICE COMPONENTS INCLUDE: A. SJA INNER AND OUTER SLEEVE CYLINDERS 18. DRILLED OR BORED HOLES: DRILLED HOLES THROUGH VERTICAL COMPRESSION MEMBERS EARTHBOUND THREADED ROD CAPACITIES (IBC 2015) B. PRE-COMPRESSED COMPRESSION SPRING SHALL NOT EXCEED 25% OF THE STUD OR POST WIDTH, FOR EXAMPLE: 7/8" DIA. HOLE ROD ROD SIZE ALLOWABLE TENSION LOAD SLACKJACK COLLECTOR STUD CAPACITIES FOR DOUG FIR STUDS ON DOUG FIR PLATES IS MAXIMUM ALLOWED IN 3 1/2" WIDE STUD OR POST UNLESS APPROVED BY EOR. SIZE (INCHES) IBC 2015 ROD REMARKS SIZE TOTAL 8'-8" CAPACITY ** 4'-6"/6'-0" CAPACITY C. NUT: ALL NUTS TO CONFORM TO ASTM A563 GRADE "A" FOR 60 ksi AND THE BORED HOLE SHALL BE AT LEAST 5/8" AWAY FROM EDGE OF STUD. R4 1/2" DIA. 4,470 LBS ASTM A 307 (UNC) MJ100, MJ200 STUDS REQUIRED 2x4 2x6 4x4 4x6 4x8 6x6 BRIDGE TRIMMERS ONLY GRADE "C" FOR 120 ksi TENSILE STRENGTH THREADED RODS. R5 5/8" DIA. 7,120 LBS ASTM A 307 (UNC) SJA 215, 225, 415, 425 QTY. PLAN VIEW STUDS STUDS STUDS POSTS POSTS POSTS NO. OF 2x4s 2x6s D. SWIVEL WASHER 19. CUTTING AND NOTCHING: WOOD VERTICAL COMPRESSION MEMBERS ARE PERMITTED TO BE R6 3/4" DIA. 10,540 LBS ASTM A 307 (UNC) SJA 216, 226, 416, 426, HJA 716, 726 SINGLE CAPACITY: BRIDGE TRIMMERS 3,281# 5,156# CUT OR NOTCHED TO A DEPTH NOT EXCEEDING 25% OF IT'S WIDTH PER 2308.9.10 PER DIA. 14,540 LBS 2. ALL THREADED RODS SHALL CONFORM TO THE FOLLOWING SHOP DRAWING MARKS: R7 7/8" ASTM A 307 (UNC) SJA 217, 227, 417, 427, HJA 717, 727 2 i + i A 2* 6,563# 10,313# IBC 2015. 1. Rx = ASTM A36 OR A307, fu = 60 ksi. R8 1" DIA. 19,080 LBS ASTM A 307 (UNC) SJA 218, 228, 418, 428, HJA 718, 728 3 [II + DiOS�A' R9 1 1/8" DIA. 24,040 LBS ASTM A 307 (UNC) SJA 219, 229, 419, 429, HJA 719, 729 4 + f; 2. RxM = ASTM F1554 GRADE 55, fu = 75 ksi. A 4* 13,125# 20,625# 20. STUD/POST/TRIMMER NOTCHING AT CONFLICTING BEARING PLATES INTERFERENCE. R10 1 1/4" DIA. 30,530 LBS ASTM A 307 (UNC) SJA 4110, 4210, HJA 7110, 7210, HJS 4110, 4210, HJS 7110, 7210 FR 3. RxHS = ASTM A449 (fu = 120 ksi UP 1". fu = 105 ksi 1-1/8" THRU 2-1/2") A. THE MEMBER SHALL BE NOTCHED TO THE EXACT THICKNESS AND AREA OF THE STEEL R12 1 1/2" DIA. 44,270 LBS ASTM A 307 (UNC) SJST 4112, 4212, HJA 7112, 7212, HJS 4112, 4212, HJS 7112, 7212 5 111011 A z or ASTM A193B7 (fu = 125 ksi). PLATE TO MAINTAIN THE FULL BEARING AREA OF THE NOTCHED COMPRESSION MEMBER. R14 1 3/4" DIA. 59,830 LBS ASTM A 307 (UNC) 6 mpAII Nik 6* 19,688# 30,938# 0 NOTES: B. IF THE REQUIREMENTS OF ITEM "A" ABOVE ARE NOT MET, THEN ADDITIONAL R5M 5/8" DIA. 8,900 LBS ASTM F1554 GR55 (UNC) SJA 215, 225, 415, 425 7 miiic mmm Q��� D_ a. x = ROD DIAMETER IN EIGHTS OF AN INCH. (ie. R7M = 7/8" ASTM F1554 GRADE 55) COMPRESSION MEMBERS SHALL BE ADDED TO ACHIEVE THE REQUIRED TOTAL BEARING ROM 3/4" DIA. 13,170 LBS ASTM F1554 GR55 (UNC) SJA 216, 226, 416, 426, HJA 716, 726 FM E AREA. ADDITIONAL COMPRESSION MEMBERS SHALL RECEIVE SHEAR PANEL NAILING8 iiiiniiii FN 8* 26,250# 41,250# U b. "M" ROD ARE ZINC PLATED FINISH. R7M 7/8" DIA. 18,180 LBS ASTM F1554 GR55 (UNC) SJA 217, 227, 417, 427, HJA 717, 727 TS Cl) PER THE REQUIREMENTS OF THE EARTHBOUND SHOP DRAWINGS. 9 HM31111 Li 1" DIA. 23,850 LBS ASTM F1554 GR55 (UNC) SJA 218, 228, 418, 428, HJA 718, 728 p 3. STANDARD AND HIGH STRENGTH (HS) RODS ARE BLACK STEEL, HS WILL BE MARKED C. STEEL SHIMS OR FULL WIDTH PLATE MAY BE USED IN LIEU OF NOTCHING. ROM 1 1/8" DIA. 30,050 LBS ASTM F1554 GR55 (UNC) SJA 219, 229, 419, 429, HJA 719, 729 10 ►uuuu1 ►uuuui WITH AN ORANGE TAPE. R1OM 1 1/4" DIA. 38,160 LBS ASTM F1554 GR55 (UNC) SJA 4110, 4210, HJA 7110, 7210, HJS 4110, 4210, HJS 7110, 7210 R12M 1 1/2" DIA. 55,330 LBS ASTM F1554 GR55 (UNC) SJST 4112, 4212, HJA 7112, 7212, HJS 4112, 4212, HJS 7112, 7212 NOTES: 1) STUDS SHOWN ARE THE MINIMUM COMPRESSION MEMBERS REQUIRED FOR 4. ALL BEARING PLATES ARE FABRICATED FROM ASTM A36 STEEL. 21. MINIMUM REQUIREMENTS FOR BLOCKING IN THE JOIST SPACE AT HOLDOWN LOCATIONS ARE: THE EARTHBOUND SYSTEM. (n A. BLOCKING SHALL SPAN THE FULL WIDTH OF THE SHEAR WALL TOP PLATE OF THE R14M 1 3/4" DIA. 74,790 LBS ASTM F1554 GR55 (UNC) z 2) DOUG FIR CALCULATION NOTES: (BASED ON 2015 NDS) O 5. ALL STEEL BEARING PLATES SHALL HAVE FULL BEARING CONTACT AREA ON FLOOR LEVEL BELOW THE JOIST SPACE. 2x4s, 2x6s, 3x4s (NO. 2 GRADE): F'c PARALLEL = 1350 PSI WOOD MEMBERS. ASTM A449 THREADED ROD ASTM A193-B7 THREADED ROD SLACKJACK SIZES 4x4s, AND LARGER (NO. 1 GRADE): F'c PARALLEL = 1500 PSI B. BLOCKING SHALL EQUAL THE OUTERMOST DIMENSIONS OF THE "FOOTPRINT" OF THE R5HS 5/8" DIA. 14,240 LBS 14,830 LBS SJA 215, 225, 415, 425 6x6s, AND LARGER (NO. 1 GRADE): F'c PARALLEL = 1000 PSI w 6. COUPLING NUT CONNECTION: CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY TOTAL HOLDOWN WOOD COMPRESSION MEMBERS OF THE FLOOR LEVELS BELOW AND ROHS 3/4" DIA. 21,070 LBS 21,950 LBS SJA 216, 226, 416, 426, HJA 716, 726 F'c PERPENDICULAR = 625 PSI FOR DOUG FIR PLATES. THAT AT CONNECTIONS WITH THE SAME SIZE ROD THAT EACH ROD IS THREADED ABOVE THE JOIST SPACE. R7HS 7/8" DIA. 29,090 LBS 30,300 LBS SJA 217, 227, 417, 427, HJA 717, 727 3) * DENOTES NO. OF BRIDGE TRIMMERS UNDER COMPRESSION BRIDGE. HALF WAY INTO COUPLER FROM EACH SIDE. HIGH STRENGTH (HS) COUPLERS SHALL 4) ** DENOTES THAT FINAL POST HEIGHT SUBTRACTS 4 1 2' FOR 2x TOP PLATES AND 2x BOTTOM PLATE. BE USED WITH HIGH STRENGTH (HS) RODS UNLESS NOTED OTHERWISE. STANDARD RBHS 1" DIA. 38,160 LBS 39,750 LBS SJA 218, 228, 418, 428, HJA 718, 728 / ' STRENGTH COUPLERS ARE ZINC PLATED. HIGH STRENGTH (HS) ARE NOT PLATED. C. THE SPACE BETWEEN BLOCKING WHERE THE ROD IS LOCATED SHALL NOT EXCEED 3". R9HS 1 1/8" DIA. 42,080 LBS 50,090 LBS SJA 219, 229, 419, 429, HJA 719, 729 WHERE REDUCING COUPLERS ARE USED, COUPLER SHALL BE FULLY SEATED ON THE D. COMPRESSION CAPACITIES OF BLOCKING MATERIALS SHALL BE EQUAL TO OR GREATER R10HS 1 1/4" DIA. 53,420 LBS 63,600 LBS SJA 4110, 4210, HJA 7110, 7210, HJS 4110, 4210, HJS 7110, 7210 LARGER DIAMETER ROD BEFORE ENGAGING THE SMALLER DIAMETER ROD. THAN THE RELATED JOISTS. THE VERTICAL DIMENSIONS SHALL BE EQUAL. SEE R12HS 1 1/2" DIA. 77,460 LBS 92,220 LBS SJST 4112, 4212, HJA 7112, 7212, HJS 4112, 4212, HJS 7112, 7212 SIGHT HOLES ARE PROVIDED ON STRAIGHT COUPLERS ONLY, SIGHT HOLES ARE NOT NOTE "E" FOR EXCEPTION. R14HS 1 3/4" DIA. 104,710 LBS 124,650 LBS PANEL NAILING TM FULL HEIGHT REQUIRED ON REDUCING COUPLERS. (TYP) SLACKJACK NUT STUD TYP. Q E. VERTICAL GRAIN BLOCKING SHALL BE TRIMMED TO ACCOUNT FOR POSSIBLE - DEVICE o 7. COLORS REFERENCED ON THIS DRAWING ARE PROVIDED FOR CONVENIENCE TO SHRINKAGE OF THE JOISTS. CONTACT JOIST MANUFACTURER FOR SHRINKAGE EARTHBOUND BEARING PLATE CAPACITIES (DF) SJA ROD SIZE CODES THE INSTALLER AND FOR INSPECTION PURPOSES. INFORMATION. ' • PLATE DIFFERENTIAL COLOR PLATE DIMENSIONS (INCHES) PART ROD ROD WASHER 8. SILICONE OR CAULKING SHALL NOT BE PLACED INTO THE SLACKJACK DEVICE OR SIZE LOAD CODE WIDTH LENGTH THICK. No. DIAMETER SIZE COLOR REFER TO EACH II / I I /� F. FLOOR JOISTS SHALL NOT BE REMOVED TO ALLOW FOR THE INSTALLATION RUN TYPE FOR ANY DRILLED HOLE FOR RODS AT ANY TIME. CONTRACTOR SHALL USE FIRE Ps 6,650 LBS GREEN 3" 3.5" 1/4" MJ100 or MJ200 1/2" R4 PURPLE I I/ I �1►i� I I/ I I a OF BLOCKING. BLOCKING IS IN ADDITION TO THE EXISTING JOISTS. TOTAL NUMBER RATED ROCKWOOL OR NON-HARDENING FIRESTOP. (PROVIDED BY OTHERS). P8 8,470 LBS BLACK 3-1/4" 4.25" 1/4" SJA 2x5 or 4x5 5/8" R5 BLACK OF TRIMMERS /I I auo I /I z G. WEB STIFFENERS SHALL BE ADDED TO ENGINEERED LUMBER "I" JOISTS AND P10 10,320 LBS BLUE 3-1/4" 5" 3/8" SJA 2x6 or 4x6, HJA 7x6 3/4" R6 or R6HS GRAY REQUIRED. 9. ANCHOR BOLTS ARE SPECIFIED BY EARTHBOUND TO CONFORM TO THE LOADS "I" JOIST MATERIAL USED AS BLOCKING. SEE NOTE "B" ABOVE. P12 12,230 Les GRAY 3-1/4" 6" 5/8" SJA 2x7 or 4x7, HJA 7x7 7/8" R7 or R7HS BLUE / I �/ I REQUIRED ON THE STRUCTURAL PLANS. CONTRACTOR SHALL BE RESPONSABLE P14 13,660 LBS RED 3-1/4" 7" 3/4" SJA 2x8 or 4x8, HJA 7x8 1" R8 or RBHS YELLOW TO VERIFY AND COORDINATE SCHEDULED ANCHOR BOLTS WITH THESE ASSEMBLIES. P18 18,840 LBS YELLOW 3-1/2" 9" 1" SJA 2x9 or 4x9, HJA 7x9 1 1/8" R9 or R9HS WHITE SHEAR WALL ROD P-PLATE REQUIRED BRIDGE JOB SPECIFIC NOTE: P20 21,020 LBS BROWN 3-1/2" 10" 1" SJA 4x10, HJA 7x10, HJS 4x10, HJS 7x10 1 1/4" R10 or R1OHS GREEN 0 0 � 10. HOLDOWN RUN ELEVATION VIEWS ARE DIAGRAMS AND MAY NOT DEPICT THE BOTTOM PLATE TRIMMER (TYP) •• ui 0 L] o > z CONSIDER ROD LENGTH REQUIREMENTS OF UPPER LEVELS BEFORE CUTTING LOWER P22 23,210 Les WHITE 3-1/2" 11" 1 1/4" SJST 4x12, HJA 7x12, HJS 4x12, HJS 7x12 1 1/2" R12 or R12HS RED z Q z Q Y Q O CORRECT NUMBER OF COLLECTOR STUDS REQUIRED. REFER TO COLLECTOR STUD OR BRIDGE. FACE ADDITIONAL z >. PLAN DIAGRAMS FOR REQUIRED AMOUNT OF ADDITIONAL STUDS DEPENDING ON LEVEL RODS. P24 24.310 LBS GOLD 3-1/2" 11.5" 1 1/4" (� SHOP DRAWING REVIEW STAMP P28 26,490 LBS ORANGE 3-1/2" 12.5" 1 1/2" "x" = SLACKJACK TRAVEL IN "INCHES" TYP. P- PLATE ORIENTATION NAILING TYP. TRIMMER(S) TYP. cL w = a_ SHEAR WALL FRAMING TYPE. ADDITIONAL COMPRESSION STUDS OR POSTS MAY 0 0 0 Q BE REQUIRED BY THE STRUCTURAL PLANS FOR DEAD AND LIVE LOADS. Corrections or comments made on the & SAMPLE BRIDGE TRIMMER NAILING DETAIL shop drawings during this review do not NOTES I 11. THIS DRAWING WILL BE REVIEWED BY THE ENGINEER OF RECORD. UPON APPROVAL, relieve the contractor from compliance with 1. TENSION LOAD WAS CALCULATED FROM THE FOLLOWING EQUATION: SCALE: NONE all Contract Documents.This check is only A. ASTM A 307 Threaded Rod Capacities are F'u = 60 000psi. UNC thread itch 0.Op�� U.N.O. THIS DRAWING REPLACES THE HOLDOWN SYSTEM PER THE STRUCTURAL PLANS. P P for review of general conformance with the TYPICAL o� M �O M Rods are based on ASTM F1554 GR55 F'u 75 ksi. O O design intent of the project and general TM 12. ENGINEER OF RECORD SHALL VERIFY COMPLETE LOAD TRANSFER TO FOUNDATION SLACKJACKTM COLOR KEY compliance with the information given in HS Rods are based on ASTM A193 B7, F'u = 125 ksi or ASTM A449, F'u = 120 ksi, 105 ksi above RBHS O>\P,.4 im �0 LEVEL INCLUDING ALL CODE REQUIRED LOAD FACTORS. the Contract Documents.The contractor is B. The IBC 2015 cdumn is calculated in accordance to Section 1905 and ASCE 7-10. PART NO. ,0 ,e.4 );..� % responsible for confirming and correlating p •�:y Ci%C) 13. WOOD FLOOR LEVELS SHOWN ARE RELATIVE TO THE CONCRETE FOUNDATION AND all quantities and dimensions,selecting SJA 418 ❑3: y f "' MAY NOT REFLECT THOSE SHOWN IN THE PLANS. p q 2. PLATE STEEL SHALL BE ASTM A36: F'u = 60,000 PSI. ❑ O fabrication processes and techniques of RED (YELLOW construction,coordinating their work with ** �' `� ROD HOLE SCHEDULE THROUGHri '•��#1,-, `,.. ci °- that of all other trades,and performing 3. SUBSTITUTIONS OF DESIGNATED BEARING PLATE SHALL NOT BE PERMITTED, OBTAIN CAPTURE RING WASHER •.' 35036 14. CONTRACTOR MAY SUBSTITUTE POSTS WITH 2x MEMBERS OR VICE VERSA ONLY IF TOTAL p g p r : p BEARING PLATE AREA ON BOTTOM PLATE IS EQUAL. their work ina safe and satisfactory WRITTEN APPROVAL FROM THE ENGINEER. COLOR COLOR TOP/BOTTOM PLATES AND BRIDGES oO\o/F'••..;AL _...G\4,00 1 manner. ** SECONDARY COLOR APPLIES TO HJS MODEL/SERIES VOp SiONAL EN p0� 619' 15. REFER TO THE COLLECTOR STUD SCHEDULE FOR WOOD STUD AND FLOOR PLATE NO EXCEPTIONS TAKEN 4. ALL BEARING PLATE CAPACIEITES ARE BASED ON 1-1/16" HOLE, UNLESS NOTED OTHERWISE. OUTER CYLINDER ONLY. ROD SIZE MIN HOLE SIZE MAX HOLE SIZE °O°pOo oN MATERIALS USED IN LOAD CALCULATION ASSUMPTIONS. THE MATERIALS SHALL ❑ MAKE CORRECTIONS NOTED R4 1 2"b 1 "b 1 -1 8"� MATCH STRUCTURAL DRAWING REQUIREMENTS UNLESS NOTED OTHERWISE. ❑ 5. sLACKJACK SELECTION NOTES: / / REVISE AND RESUBMIT THE SIZES SHOWN ABOVE ARE FOR BOTH ONE AND TWO INCH TRAVEL ("SJA 4xy") R5 5/8>>0 1 >>0 1 -1 /8>>O E F2 N 16. FULL HEIGHT COLLECTOR STUD REQUIREMENTS (NOT AT BRIDGE LEVEL - SEE 17A): El _REJECTED I o (1)(x = TRAVEL HEIGHT IN INCHES, y = ROD SIZE). TWO INCH TRAVEL SLACKJACKS R6 3/4"0 1 "0 1 -1 /8"0 r o A. FULL HEIGHT BUNDLED 2x, 3x COLLECTOR/COMPRESSION STUDS, THE OUTERMOST STUD BY: Qing ARE REQUIRED ON FOURTH WOOD FRAME LEVELS AND HIGHER. TOP „ - 3 ro FROM EACH SIDE OF THE THREADED ROD SHALL RECEIVE EDGE NAILING PER 1:/ NUT R7 7/,8 b 1 -1 /8 b 1 -1 /4„� o CD co DATE: 2021-01-28 6. THIS TABLE IS FOR REFERENCE OF FULL PRODUCT LINE, SOME ROD AND PLATE SIZES MAY NOT BE IN USE. '�.3 THE SHEAR WALL SCHEDULE OF THE STRUCTURAL PLANS. EDGE NAILING MAY BE SWIVEL R8 1 b 1 -1 /4 b 1 -3/8 � 0 � STAGGERED/DISPERSED ON (2) MEMBERS MAX. ANY REMAINING INTERIOR STUDS SHALL IIQUANTUM THE ENGINEER OF RECORD SHALL REVIEW AND APPROVE CAPACITIES. O WASHER „ RECEIVE FIELD NAILING PER THE SHEAR WALL SCHEDULE OF THE STRUCTURAL PLANS. (SEE COLOR R9 1 -1 /8 1 -3/8 1 -1 /2 �v bilaCONSULTING ENGINEERS CODE) R10 1 -1 /4"0 * 1 -1 /2"0 * 1 -5/8"O " B. FULL HEIGHT 4x COLLECTOR COMPRESSION AT OUTERMOST POST FROM EACH SIDECAPTURE r / DEVICE CAN BE ACTIVATED AS - OF THE THREADED ROD SHALL RECEIVE ONE (1) ROW OF EDGE NAILING PER THE ABBREVIATIONS © SOON AS IT IS INSTALLED AND HEX (------TeliMillIC-DDI-j'N, RING COLORSEE * HOLE SIZES INTENDED FOR 6" WALL TYPES ONLY. NSHEAR WALL SCHEDULE OF THE STRUCTURAL PLANS. ANY REMAINING 2x, 3x, 4x �© NUT TIGHTENED IN PLACE. -� CODE) ENGINEER OF RECORD SHALL APPROVE THE USE INTERIOR MEMBERS SHALL RECEIVE FIELD NAILING PER THE SHEAR WALL SCHEDULE AB ANCHOR BOLT PER ROD COMPONENT `� OF THESE HOLE SIZES FOR 4" WALL TYPES. C z OF THE STRUCTURAL PLANS. �7 CAPTURE RING Q) a SCHEDULE X = DETAIL NUMBER (SEE COLOR � BLKG BLOCKING Y = ELEVATION SHEET CODE) � C. FULL HEIGHT 6x AND LARGER COLLECTOR/COMPRESSION AT OUTERMOST POST FROM < o U- C COUPLER Z = DETAIL DRAWN ON EACH SIDE OF THE THREADED ROD SHALL RECEIVE TWO (2) ROWS OF EDGE NAILING `" N PER THE SHEAR WALL SCHEDULE OF THE STRUCTURAL PLANS. ANY REMAINING END FOUNDATION EARTHBOUND DETAIL PULL CLIP ,� o INTERIOR POSTS CAN BE FIELD NAILED PER THE SHEAR WALL SCHEDULE OF THE G HOT DIPPED GALVANIZED ROD OR GALV. TAPPED COMPONENT ���' `�� ALL SHEAR PA\ EL_ \ AIL_ SPACI \ G .. , -(7, °' STRUCTURAL PLANS. GG COUPLER GALV. TAPPED ON BOTH ENDS BUBBLE LEGEND MINIJACK �� S PEA THE SHEAR WALL SCH ED L E GS COUPLER GALV. TAPPED ON SMALLER END - PULL CLIP _ UJ m , D. WINDOW AND DOOR TRIMMERS MAY BE USED AS HOLDOWN COLLECTOR STUDS IF CB CORROSION BARRIER BEARING PLATE F M o THE FOLLOWING CONDITIONS ARE MET: HS HIGH STRENGTH SLACKJACK - IAPMO ER-0429 & LABC LISTED CAPACITIES EDGE NAIL FULL HEIGHT END OF SHEAR CC w 0 - A CONTINUOUS VERTICAL LOAD PATH SHALL EXIST FROM WALL TOP PLTS. TO SJA 4XY SLACKJACKTM COMPONENT COLOR CODE AND MODEL/SERIES TO PART NUMBER CROSS REFERENCE MEMBER AT EACH END OF WALL WALL BOTTOM PLTS. X = SLACKJACK DEVICE SERIES TRAVEL BRIDGE BLOCK. O CO WOOD MEMBERS IN THE CONTINUOUS VERTICAL LOAD PATH SHALL BE ( ) IAPMO ER-0429 SLACKJACK THREADED TRAVEL CAPTURE SWIVEL IAPMO ER-°429 SLACKJACK THREADED TRAVEL CAPTURE SWIVEL / NAILED ACCORDING TO THE EARTHBOUND SYSTEM REQUIREMENTS. 1=1 INCH (RED), 2=2 INCHES (GREEN) /LABC PART NO, ROD COMPRESSION COMPENSATION RING WASHER /LABC PART NO. ROD COMPRESSION COMPENSATION RING WASHER V CI - THE SHEAR PANEL MUST EXTEND TO INCLUDE THE TRIMMERS USED. (Y) = ROD SIZE MODEL/SERIES ON DWGS DIAMETER CAPACITY AMOUNT COLOR COLOR MODEL/SERIES ON DWGS DIAMETER CAPACITY AMOUNT COLOR COLOR Q E. COMPRESSION STUDS POSTS SHALL BE INSTALLED SYMMETRICALLY ABOUT ROD. JST JOIST M 100 MJ 100 1/2" 5,000 LBS 1-INCH RED N/A M 200 MJ 200 1/2" 4,900 LBS 2-INCH ORANGE N/A Z Z 10 WHERE QUANTITY OF STUDS IS GREATER THAN THE SPACE BETWEEN ROD OR MIN. MINIMUM A 210 SJA 215 5/8" 7,360 LBS 1-INCH BLUE BLACK A 220 SJA 225 5/8" 7,730 LBS 2-INCH YELLOW BLACK ♦w Q BEARING PLATE AND THE END OF SHEAR WALL THE ADDITIONAL REQUIRED STUDS O.C. ON CENTER A 210 SJA 216 3/4" 7,360 LBS 1-INCH BLUE GRAY A 220 SJA 226 3/4" 7,730 LBS 2-INCH YELLOW GRAY EDGE NAIL ALL BRIDGE v+ D 4 V SHALL BE ADDED TO THE OPPOSITE SIDE OF ROD (ASYMMETRICALLY). P PLATE A 210 SJA 217 7/8" 7,360 LBS 1-INCH BLUE BLUE A 220 SJA 227 7/8" 7,730 LBS 2-INCH YELLOW BLUE TRIMMERS. ‘ I- r3 PG PERPENDICULAR TO GRAIN Tr A 210 SJA 2187 360 LBS 1-INCH BLUE YELLOW A 220 SJA 2287 730 LBS 2-INCH YELLOW YELLOW Q O F. STITCH NAILING OF BUNDLED OR BUILT UP STUD PACKS SHALL CONFORM TO 1" 1" '. V� M I. IBC TABLE 2304.10.1. RU.N.O. RODUNLESS NOTED OTHERWISE A 210 SJA 219 1 1/8" 7,360 LBS 1-INCH BLUE WHITE A 220 SJA 229 1 1/8" 7,730 LBS 2-INCH YELLOW WHITE BRIDGE TRIMMER FACE °�� W , A 410 SJA 415 5/8" 14,000 LBS 1-INCH RED BLACK A 420 SJA 425 5/8" 14,000 LBS 2-INCH GREEN BLACK (STITCH) NAILING PER �+ _ I i 17. COMPRESSION BRIDGE REQUIREMENTS: SHOP DRAWINGS. REQUIRED O 0 A. ALL FULL HEIGHT 2x AND 3x MEMBERS ON EITHER END OF THE BRIDGE SHALL RECEIVE SHOP DRAWING DISCLAIMER A 410 SJA 416 3/4" 14,000 LBS 1-INCH RED GRAY A 420 SJA 426 3/4" 14,000 LBS 2-INCH GREEN GRAY ON TWO (2) TRIMMERS CO o O EDGE NAILING PER THE SHEAR WALL SCHEDULE OF THE STRUCTURAL PLANS. A 410 SJA 417 7/8" 14,000 LBS 1-INCH RED BLUE A 420 SJA 427 7/8" 14,000 LBS 2-INCH GREEN BLUE ONLY. �� 0r B. ALL FULL HEIGHT 4x COLLECTOR/COMPRESSION POSTS ON EITHER SIDE OF THE BRIDGE THESE SHOP DRAWINGS ILLUSTRATE THE DETAILS OF THE EARTHBOUND SEISMIC HOLDOWN A 410 SJA 418 1" 14,000 LBS 1-INCH RED YELLOW A 420 SJA 428 1" 14,000 LBS 2-INCH GREEN YELLOW � a Z CO SHALL RECEIVE ONE (1) ROW OF EDGE NAILING PER THE SHEAR WALL SCHEDULE OF SYSTEM. THEY WERE PREPARED IN CONFORMANCE WITH THE STRUCTURAL DESIGN PROVIDED A 410 SJA 419 1 1/8" 14,000 LBS 1-INCH RED WHITE A 420 SJA 429 1 1/8" 14,000 LBS 2-INCH GREEN WHITE THE STRUCTURAL PLANS. TO EARTHBOUND CORPORATION ("EB CORP.") BY THE PROJECT OWNER OR ITS REPRESENTATIVE. A 410 SJA 4110 1 1/4" 14,000 LBS 1-INCH RED GREEN A 420 SJA 4210 1 1/4" 14,000 LBS 2-INCH GREEN GREEN BRIDGE DGE CI 9' 4 C. ALL FULL HEIGHT 6x AND LARGER COLLECTOR/COMPRESSION POSTS ON EITHER SIDE OF T 410 SJT 415 5/8" 9,00o LBs 1-INCH ORANGE BLACK A 610 SJA 616 3/4" 20,340 LBS 1-INCH TAN GRAY LL r THE BRIDGE SHALL RECEIVE TWO (2) ROWS OF EDGE NAILING PER THE SHEAR WALL EB CORP. TOOK NO PART IN THE PREPARATION OR REVIEW OF SAID STRUCTURAL DESIGN AND EB n W 9 SCHEDULE OF THE STRUCTURAL PLANS. CORP DISCLAIMS ANY LIABILITY FOR IT. THE STAMP OR SEAL OF AN EB CORPORATION EMPLOYEE T 410 SJT 416 3/4" 9,000 LBS 1-INCH ORANGE GRAY A 610 SJA 617 7/8" 20,340 LBS 1-INCH TAN BLUE OR AGENT ON THESE SHOP DRAWINGS PERTAIN ONLY TO THE TRANSFER OF THE FORCES T 410 SJT 417 7/8" 9,000 LBS 1-INCH ORANGE BLUE A 610 SJA 618 1" 20,340 LBS 1-INCH TAN YELLOW U Li D. ALL BRIDGE TRIMMERS SHALL BE 2x MEMBERS ONLY (U.N.O.) AND SHALL BE INSTALLED REQUIRED BY THE ENGINEER OF RECORD ON THE STRUCTURAL DRAWINGS AND NOT TO THE T 410 SJT 418 1" 9,000 LBS 1-INCH ORANGE YELLOW A 610 SJA 619 1 1/8" 20,340 LBS 1-INCH TAN WHITE (1) ROW OF 3" SYMMETRICALLY AS SHOWN (U.N.O.). REVIEW AND ADEQUACY OF THE STRUCTURAL DESIGN. LENGTH x 0.131" 0 0 T 410 SJT 419 1 1/8" 9,000 LBS 1-INCH ORANGE WHITE A 610 SJA 6110 1 1/4" 20,340 LBS 1-INCH TAN GREEN ' DIAMETER STITCH E. ALL BRIDGE TRIMMERS SHALL RECEIVE EDGE NAILING PER THE SHEAR WALL SCHEDULE NO WARRANTY, EXPRESSED OR IMPLIED, AS TO THE ADEQUACY OF THE STRUCTURAL DESIGN IS T 410 SJT 4110 1 1/4" 9,000 LBS 1-INCH ORANGE GREEN MI• • OF THE STRUCTURAL PLANS (U.N.O.). MADE BY ANY SUCH STAMP OR SEAL. A 620 SJA 627 7/8" 20,100 LBS 2-INCH WHITE BLUE • NAILING AT 12" HA 710 HJA 717 7/8" 15,650 LBS 1-INCH PURPLE BLUE A 620 SJA 628 1" 20,100 LBS 2-INCH WHITE YELLOW eeir- O.C. REQUIRED BY EB CORP JOB NO: F. THE BRIDGE TRIMMERS ADJACENT TO THE FULL HEIGHT STUDS (ONE EACH SIDE) SHALL • IBC TABLE 2304.10.1 HA 710 HJA 718 1" 15,650 LBS 1-INCH PURPLE YELLOW A 620 SJA 629 1 1/8" 20,100 LBS 2-INCH WHITE WHITE • •RECEIVE FACE (STITCH) NAILING TWO (2) ROWS AT 4' O.C. TRIMMERS IN ADDITION TO ONE EACH SIDE SHALL BE STITCH NAILED AT 12" O.C. AS REQUIRED BY IBC TABLE COLLECTOR STUD DIAGRAIV KEY HA 710 HJA 719 1 1/8" 15,650 LBS 1-INCH PURPLE WHITE A 620 SJA 6210 1 1/4" 20,100 LBS 2-INCH WHITE GREEN V e • 2304.10.1. FACE NAILS MAY BE NAILED FROM THE OPPOSITE DIRECTION THAN THAT WALL TYPE (TYP) COLLECTOR HA 710 HJA 7110 1 1/4" 15,650 LBS 1-INCH PURPLE GREEN FULL HEIGHT . ° • 1 CC HS 420 HJS 429 1 1/8" 22,000 LBS 2-INCH BLACK** WHITE • EDGE NAILING REQ'D SHOWN IN THE DETAIL. STUDS REQUIREDCOMPRESSION 0_ c0 4x WALLS: HA 710 HJA 7112 1 1/2" 15,650 LBS 1-INCH PURPLE RED HS 420 HJS 4210 1 1/4" 22,000 LBS 2-INCH BLACK** GREEN • AT THE OUTERMOST SHEET TITLE: G. FACE NAILS SHALL BE 10d MINIMUM. USE 16d NAILS MINIMUM WHEN NAILING �w _I t 9" APPROX. ROD LOCATION (TYP) MEMBER LEVELS e ° • • STUD POST ON Ln o 1- T/l,, HA • 720 HJA 727 7/8" 15,590 LBS 2-INCH GRAY BLUE HS 420 HJS 4212 1 1/2" 22,000 LBS 2-INCH BLACK** RED e STUD/POST 3x STUDS INTO 2x BRIDGE TRIMMERS. Q X BOTH SIDES OF ROD. EARTHBOUND SEISMIC ILI N 4x6 4x8 HA 720 HJA 728 1" 15,590 LBS 2-INCH GRAY YELLOW HS 710 HJS 719 1 1/8" 39,190 LBS 1-INCH BLACK** WHITE • • . ANY ADDITONAL HOLDOWN SYSTEM �j H. IF MULTIPLE BRIDGE TRIMMERS ON EACH SIDE ARE REQUIRED, DO NOT INSTALL THE J 6x WALLS: ANCHOR BOLT LAYOUT DIMENSION (TYP) STUDS/POSTS CAN TRIMMERS IN ADDITION TO ONE EACH SIDE UNTIL THE FACE NAILING HAS BEEN o o �. t 9" HA 720 HJA 729 1 1/8" 15,590 LBS 2-INCH GRAY WHITE HS 710 HJS 7110 1 1/4" 39,190 LBS 1-INCH BLACK** GREEN INSTALLATION DRAWINGS ■■ 0' +� INSPECTED AND APPROVED. HA 720 HJA 7210 1 1/4" 15,590 LBS 2-INCH GRAY GREEN HS 710 HJS 7112 1 1/2" 39,190 LBS 1-INCH BLACK** RED • BE FIELD NAILED. WOOD SPECIES �t �� e IAPMO ER-0429 I. BRIDGE BLOCK SHALL BE 4x6 DF IN 4x WALLS, 6x6 DF IN 6x WALLS U.N.O. . BRIDGE FRAMING LVL. AND HEIGHT ��I (5 2x's TOTAL STUD OR POST (TYP) HA 720 HJA 7212 1 1/2" 15,590 LBS 2-INCH GRAY RED NAILS MAY BE ( ) HS 720 HJS 729 1 1/8" 37,770 LBS 2-INCH BLACK** WHITE DISPERSED AND I N BLOCK SHALL ALWAYS BE 5-1/2" TALL MINIMUM. SHEAR WALL \ STUD/POST (QTY) & DESCRIPTION (TYP) HS 410 HJS 419 1 1/8" 22,000 LBS 1-INCH BLACK** WHITE HS 720 HJS 7210 1 1/4" 37,770 LBS 2-INCH BLACK** GREEN STAGGERED ON I J. BRIDGE BLOCK SHALL BE DOUGLAS FIR CONSTRUCTION GRADE WITH MINIMUM 800 PSI END MEMBERS (TYP) HS 410 HJS 4110 1 1/4" 22,000 LBS 1-INCH BLACK** GREEN HS 720 HJS 7212 1 1/2" 37,770 LBS 2-INCH BLACK** RED MULTIPLE MEMBERS. DATE: Q ALLOWABLE BENDING STRESS. TIMBERSTRAND LSL BEAM MATERIAL OF EQUAL OR HS 410 HJS 4112 1 1/2" 22,000 LBS 1-INCH BLACK** RED 26 _1 ( 01 20210 GREATER DIMENSION IS AN ACCEPTABLE ALTERNATE (U.N.O.). 1. * (ASTERISK) INDICATES 1/2 HEIGHT TRIMMER (UNLESS NOTED OTHERWISE) SLACKJACK COLOR CODE TABLE / / I Li_ N FOR COMPRESSION BRIDGE. *SJST4210 1 1/4" 22,000 LBS 1 1/2-INCH BLACK GREEN TRAVEL HEIGHT AND ROD SIZE COORDINATION NOTE: I 0 T K. BRIDGE HEIGHTS SHOWN ARE THE MINIMUM HEIGHT FROM SUBFLOOR TO BOTTOM OF 2. COLLECTOR STUDS SHOWN ARE THE MINIMUM REQUIREMENT TO EQUAL * SEE SHOP DRAWING GENERAL NOTES FOR NAILING Z BRIDGE MEMBER. SJST4110 1 1/4" 22,000 LBS 1-INCH RED GREEN SHEET NO. 0 THE UPLIFT TENSION FORCES CALLED OUT BY THE STRUCTURAL DWGS. SJA _428 REQUIREMENTS WHEN POSTS ARE USED. C7 0 *SJST4112 1 1/2" 22,000 LBS 1-INCH RED RED J L. ONLY COMMON NAILS SHALL BE USED. ADDITIONAL COMPRESSION STUDS OR POSTS MAY BE REQUIRED BY MODEL: SLACKJACK I T T� ROD DIA IN EIGHTH INCH I I 0 STRUCTURAL ENGINEER OF RECORD. APPLIES TO ALL HOLDOWN RUNS. * SLACKJACK TAKE UP DEVICE WITH OR = 0.003 IN. NOT SHOWN IN ER-0429. MODEL TYPE: TRAVEL IN INCHES NAILING SAMPLE E g _ 1 ** OUTSIDE CYLINDER COLOR AS FOLLOW: A=ALUM, S=STEEL SERIES TYPE (# RINGS) HJS41=BLUE, HJS42=YELLOW, HJS71=GREEN, HJS72=ORANGE PATENTS AND PATENTS PENDING. For more information about the Earthbound Holdown System, visit http://www.holdown.com Copyright 0 2021, Earthbound Corporation, All Rights Reserved. HOEDOWN RUN DETAILS RUN TYPE HD1 RUN TYPE HD2 RUN TYPE HD3 RUN TYPE HD4 RUN TYPE HD5 RUN TYPE HD4-ALT WOOD UPUFT CALCULATED COLLECTED WOOD WOOD UPUFT CALCULATED COLLECTED WOOD WOOD UPUFT CALCULATED COLLECTED WOOD WOOD UPUFT CALCULATED COLLECTED WOOD WOOD UPUFT CALCULATED COLLECTED WOOD WOOD UPUFT CALCULATED COLLECTED WOOD 14-1" MAX. & FLOOR TENSION DEFERENTIAL DIFFERENTIAL COMPRESSION FLOOR TENSION DIFFERENTIAL DIFFERENTIAL COMPRESSION FLOOR TENSION DIFFERENTIAL DIFFERENTIAL COMPRESSION FLOOR TENSION DIFFERENTIAL DIFFERENTIAL COMPRESSION FLOOR TENSION DIFFERENTIAL DIFFERENTIAL COMPRESSION FLOOR TENSION DIFFERENTIAL DIFFERENTIAL COMPRESSION END OF 8" MIN. @ SLACKJACKTM DEVICE LEVEL LOADS LOADS LOADS DOWNLOAD LEVEL LOADS LOADS LOADS DOWNLOAD LEVEL LOADS LOADS LOADS DOWNLOAD LEVEL LOADS LOADS LOADS DOWNLOAD LEVEL LOADS LOADS LOADS DOWNLOAD LEVEL LOADS LOADS LOADS DOWNLOAD SHEAR WALL STANDARD FRAMIN 5th 4,000 LBS 4,000 LBS 4,000 LBS 4,000 LBS 5th 4,000 LBS 4,000 LBS 4,000 LBS 4,000 LBS 5th 4,000 LBS 4,000 LBS 4,000 LBS 4,000 LBS 5th 4,000 LBS 4,000 LBS 4,000 LBS 4,000 LBS 5th 4,000 LBS 4,000 LBS 4,000 LBS 4,000 LBS 5th 4,000 LBS 4,000 LBS 4,000 LBS 4,000 LBS PLATE 4th 4,000 LBS 4,000 LBS 4th 4,000 LBS 4,000 LBS 4th 4,000 LBS 4,000 LBS 4th 5,500 LBS 1,500 LBS 1,500 LBS 5,500 LBS 4th 6,600 LBS 2,600 LBS 2,600 LBS 6,600 LBS 4th 5,500 LBS 1,500 LBS 1,500 LBS 5,500 LBS ii 3rd 4,000 LBS 4,000 LBS 3rd 4,000 LBS 4,000 LBS 3rd 5,400 LBS 1,400 LBS 1,400 LBS 5,400 LBS 3rd 10,900 LBS 5,400 LBS 5,400 LBS 10,900 LBS 3rd 12,000 LBS 5,400 LBS 5,400 LBS 12,000 LBS 3rd 10,900 LBS 5,400 LBS 5,400 LBS 10,900 LBS Tit // TOE NAILING OPTIONAL AT 2nd 4,000 LBS 4,000 LBS 2nd 6,700 LBS 2,700 LBS 2,700 LBS 6,700 LBS 2nd 9,700 LBS 4,300 LBS 4,300 LBS 9,700 LBS 2nd 15,800 LBS 4,900 LBS 4,900 LBS 15,800 LBS 2nd 18,600 LBS 6,600 LBS 6,600 LBS 18,600 LBS 2nd 15,800 LBS 4,900 LBS 4,900 LBS 15,800 LBS � � r BRIDGE BLOCK. NAILING let 6,500 LBS 2,500 LBS 2,500 LBS 6,500 LBS 1st 9,500 LBS 2,800 LBS 2,800 LBS 1 9,500 LBS let 13,000 LBS 3,300 LBS 3,300 LBS 13,000 LBS 1st 21,500 LBS 5,700 LBS 5,700 LBS 21,500 LBS 1st 26,500 LBS 7,900 LBS 7,900 LBS 26,500 LBS 18t 21,500 LBS 5,700 LBS 5,700 LBS 21,500 LBS i �� MUST BE AT ABOVE 25% BSMNT 21,500 LBS 21,500 LBS // r 1/ OF BLOCK HEIGHT ONLY.Lo z O 2/ FACE NAILING I' k EACH SIDE (TYP). ® 2x FULL LENGTH STUD U / / % _ 0 2x BRIDGE TRIMMER \ = I� SEE NOTE17 FOR EB-2 EB-2 III II ALL REQUIREMENTS ti- Lip BROWN PURPLE w / _ I_ BRIDGE TRIMMERS Om j I'� COUPLER (C) MOUNT AT 4'-6" ��(GREEN) ABOVE FLOORcn < // 4x6/6x6 z BRIDGE I BRIDGE O �- \cn c0 TRIMMERS REQUIRED - l U Cr)W I 4x WALLS: 72" R4 Z* ROD (R) 2x FULL LENGTH STUD ® 2x FULL LENGTH STUD 2x FULL LENGTH STUD ® 2x FULL LENGTH STUD 2x FULL LENGTH STUD p �� \ TM 2x BRIDGE TRIMMER 2x BRIDGE TRIMMER 2x BRIDGE TRIMMER 2x BRIDGE TRIMMER 2x BRIDGE TRIMMER 1-Q ®2*I%� + I'; C54 W BLACKJACK DEVICE cn0_ ` SJA435CC Vesi, W W 6x WALLS: BROWN BLACK II PLATE IIIII MJ200 i III II MJ200 4 IIIII MJ200 i III II MJ200 4 III II MJ200 p p * P6 �% r EB-2 EB-2 - - ��ORANGE N/A EB-2 EB-2 - 4�ORANGE N/A EB-2 EB-2 - ��ORANGE N/A EB-2 EB-2 - 4�ORANGE N/A EB-2 EB-2 - - .i ��ORANGE N/A -n ®2❑' _�(GREEN) � ��_ P6-4 .�P6-4 P6-4 P6-4 - I P6-4 *BRIDGE TRIMMERS SHALL I MOUNT AT 4'-6" '��(GREEN) MOUNT AT 4'-6" (GREEN) MOUNT AT 4'-6" ' ---1"---(GREEN) MOUNT AT 4'-6" (GREEN) MOUNT AT 4'-6" JI (GREEN) BE 2x MEMBERS ONLY. ABOVE FLOORS - -'I�4x6/6x6 ABOVE FLOORS - �I_4x6/6x6 ABOVE FLOORS - 7-I_4x6/6x6 ABOVE FLOORS �-I_4x6/6x6 ABOVE FLOOR - �4x6/6x6 COLLECTOR IIII STUDS REQUIRED TYP. BRIDGE INSTALLATION BRIDGE ` - _1 BRIDGE BRIDGE - -I BRIDGE BRIDGE ` - _1 BRIDGE BRIDGE - _I BRIDGE BRIDGE I i BRIDGE - R5 \� TRIMMERS REQUIRED \� TRIMMERS REQUIRED \� TRIMMERS REQUIRED \� TRIMMERS REQUIRED \� TRIMMERS REQUIRED \cn 0o I- _ cn W I 4x WALLS: .�72" R4 cn W I 4x WALLS: 72" R4 cn W I 4x WALLS: 72" R4 cn W I 4x WALLS: 72" R4 cn W I 4x WALLS: I 72" R4 cn W 1 Q DETAIL Q n2* C44 a ®2* 1C44 o Q n2* C44 MJ200 a ®2* lC54 Q n2* IC54 Q ao PROVIDE MINIMUM l C75 p ~J ~J f ~J 1 ~J f ~J 1 ~J I cn w > C� MJ200 v,o > MJ200 N w > C� MJ200 cn o > SJA225 cn w > SJA225 w > STUDS PER HOLDOWN I SJA227 SCALE: NONE EB-2 EB-2 w w J 6x WALLS: ORANGE N/A L_L_ _1 6x WALLS: ORANGE N/A w w _I 6x WALLS: ORANGE N/A L_L_ _1 6x WALLS: 7 YELLOW BLACK w w _I 6x WALLS: YELLOW BLACK W W SCHEDULE ON S2.1 YELLOW BLUE p p j ®2* It + /k p p P CI❑❑* V � + V', p p ❑❑ t + /, o AND DETAIL / 4.1. ��P6-4 4 2 ��P6-4 ®2* + k ��P6-4 ®2* � / + ��P6 * / '� s s IP6 (GREEN) (GREEN) (GREEN) (GREEN) 4 2 k (GREEN) (GREEN) 6 *BRIDGE TRIMMERS SHALL = *BRIDGE TRIMMERS SHALL *BRIDGE TRIMMERS SHALL = *BRIDGE TRIMMERS SHALL *BRIDGE TRIMMERS SHALL • z BE 2x MEMBERS ONLY. BE 2x MEMBERS ONLY. BE 2x MEMBERS ONLY. BE 2x MEMBERS ONLY. BE 2x MEMBERS ONLY. --_z77~ COLLECTOR COLLECTOR COLLECTOR COLLECTOR COLLECTOR COLLECTOR STUDS REQUIRED - STUDS REQUIRED STUDS REQUIRED - STUDS REQUIRED STUDS REQUIRED STUDS REQUIRED I cn 0O R4 v\ ' aO R4 \v' co R4 \v' aO R5 \v' co R5 --w co R7 n LA I cn LA cn LA cn LA cn LA CO P I- 00 p co P I- 00 p co P I- 00 p I- =Q PROVIDE MINIMUM C44 D Q PROVIDE MINIMUM C44 =Q PROVIDE MINIMUM C54 D Q PROVIDE MINIMUM C75 =Q PROVIDE MINIMUM C75 p Q "co PROVIDE MINIMUM C87HS J I J N._ _, STUDS PER HOLDOWN {I MJ200 cn 0_ STUDS PER HOLDOWN J J J N o_ > STUDS PER HOEDOWN o_ _J STUDS PER HOEDOWN N o_ STUDS PER HOLDOWN J STUDS PER HOLDOWN p 0 W z > SCHEDULE ON S2.1 WLJ_ J SCHEDULE ON S2.1 MJ200 w J SCHEDULE ON S2.1 SJA225 WLJ_ J SCHEDULE ON S2.1 SJA227 w J SCHEDULE ON S2.1 SJA227 > SCHEDULE ON S2.1 SJA228 • w p w p > 0 p AND DETAIL 6/S4.1. ORANGE N/A p p AND DETAIL 6/S4.1. ORANGE N/A p p AND DETAIL 6/S4.1. YELLOW BLACK p p AND DETAIL 6/S4.1. YELLOW BLUE p p AND DETAIL 6/S4.1. YELLOW BLUE p p J AND DETAIL 6/S4.1. YELLOW YELLOW Z Q Z Q Y Q O P6-4 - P6-4 P6 - P6 P6 r''') P6 Q v) W )711 (GREEN) (GREEN) (GREEN) (GREEN) (GREEN) • ' (GREEN) p p 0 Q *NOTE = 9'-0" TYPICAL HEIGHT COLLECTOR STUDS REQUIRED ~� COLLECTOR STUDS REQUIRED ~/ STUDSLREQUIRED STUDS RETUIRED ~�Q \cn C \cn ° \cn C \cn °° \cn C A \N a cn LA R4 cn W I R4 cn LA R5 cn W I R7 cn LA R7 cn w I R8 oop°OoO 2-/2 MAX PER FLOOR Q PROVIDE MINIMUM Q PROVIDE MINIMUM Q PROVIDE MINIMUM Q PROVIDE MINIMUM =Q PROVIDE MINIMUM P Q PROVIDE MINIMUM I J J I J J C87HS 1-J C98HS A FROM PLUMB U o_ > STUDS PER HOLDOWN 1 C44 N p . STUDS PER HOLDOWN C54 N 0 > STUDS PER HOLDOWN 1 C65 N p j STUDS PER HOLDOWN I C87HS N 0_ > STUDS PER HOLDOWN 0_ STUDS PER HOLDOWN O \`,••p1F 1M O w W > SCHEDULE ON S2.1 MJ100 W > SCHEDULE ON S2.1 SJA215 w W > SCHEDULE ON S2.1 SJA216 W LU > SCHEDULE ON S2.1 1 SJA218 w W > SCHEDULE ON S2.1 I r SJA218 SCHEDULE ON S2.1 SJA219 00 �.4. J;'•��Q D p AND DETAIL 6/S4.1. p p AND DETAIL 6/S4.1. p p AND DETAIL 6/S4.1. p p AND DETAIL 6/S4.1. p p AND DETAIL 6/S4.1. p p AND DETAIL 6 S4.1. O " '�'•, • 11: ®> ` SLACKJACKTM DEVICE/ i RED N/A I I BLUE BLACK i BLUE GRAY I I BLUE YELLOW i BLUE YELLOW o / I I El BLUE WHITE o .• F . ❑ OR COUPLER I P6-4 P6 I P6 P6 I P6 c" P8-9 ` •, �' ��I ( ) (GREEN) I (GREEN) (GREEN) I (GREEN) (GREEN) I (BLACK) � / i ,• 0 - t I I 1 I I Q ,0 36 `' 1 ' � FLOOR ABOVE COLLECTOR 3 COLLECTOR 3 COLLECTOR 3 COLLECTOR 3 COLLECTOR 3 COLLECTOR 3 Q �tAL -. ''`� �� STUDS REQUIRED STUDS REQUIRED 1-- STUDS REQUIRED STUDS REQUIRED I-- STUDS REQUIRED STUDS REQUIRED I~ ° FF \ O 1 I I I oss NGo ti \� op EB-2 EB-2 \� oo l EB-2 EB-2 \� 0p EB-2 EB-2 \� oo l EB-2 EB-2 \� 0p EB-2 EB-2 \cn l EB-2 EB-2 00 TONAL E p0 6 FLOOR JOIST OR cn W I TYP cn w I TYP cn w I TYP cn w I TYP cn w I TYP cn w I TYP Oppppp4 `L DI- -co R4 p co R5 DI- -co R6 p co R8 DI- -co R8 p R9 0'`1 SOLID BLOCKS (TYP) Q PROVIDE MINIMUM Q PROVIDE MINIMUM Q PROVIDE MINIMUM D Q PROVIDE MINIMUM =Q PROVIDE MINIMUM < PROVIDE MINIMUM �J I--I I--I I--I I--I I--I C99HS STUDS PER HOLDOWN C54 u)W _i STUDS PER HOLDOWN C65 u)o- J STUDS PER HOLDOWN C76HS cn W J STUDS PER HOLDOWN C98HS cn W J STUDS PER HOLDOWN C108HS cn W . STUDS PER HOEDOWN W L J SCHEDULE ON S2.1 i Li_LU _1 SCHEDULE ON S2.1 i W J SCHEDULE ON S2.1 i Li_L_ _1 SCHEDULE ON S2.1 i W J SCHEDULE ON S2.1 i > SCHEDULE ON S2.1 4 N �`I p p AND DETAIL 6/S4.1. SJA21 5 p p AND DETAIL 6/S4.1. SJA216 p p AND DETAIL 6/S4.1. SJA21 7 p p AND DETAIL 6/S4.1. SJA219 p p AND DETAIL 6/S4.1. SJA4110 p p AND DETAIL 6/S4.1. SJA219 E rp N 7 =-� c BLUE BLACK CN N BLUE GRAY N BLUE BLUE E BLUE WHITE CN N RED GREEN BLUE WHITEo ° o 1 I REF. STUDS (TYP) P6 P6 P6 P8 P8-10 P8 0 y • (GREEN) (GREEN) y (GREEN) (BLACK) y (BLACK) • (BLACK) o o co COLLECTOR COLLECTOR COLLECTOR COLLECTOR COLLECTOR COLLECTOR ��• ��� � PLUMB STUDS REQUIRED STUDS REQUIRED /TSOLID STUDS REQUIRED ��SOLID STUDS REQUIRED � TSOLID STUDS REQUIRED ��SOLID STUDS REQUIRED _/' SOLID 3 0 0 TM \cn 0o BLKG \cn co /r BLKG \cn ao BLKG \cn co / BLKG \cn ao BLKG \cn BLKG 3 oo BLACKJACK DEVICE c"W I = cnw 1 cnW I = cnw 1 cnW I = cnw -- `"�" Di- - (TYP) p _ (TYP) p - (TYP) p _ (TYP) p - (TYP) pi- (TYP) \ D Q o0 PROVIDE MINIMUM Q °� PROVIDE MINIMUM p Q o0 PROVIDE MINIMUM Q °� PROVIDE MINIMUM D Q o0 PROVIDE MINIMUM =Q J PROVIDE MINIMUM \ o (OR COUPLER) I--I 1 p > STUDS PER HOLDOWN �R5 W STUDS PER HOLDOWN J J > u)p > STUDS PER HOLDOWN W > STUDS PER HOLDOWN u)a > STUDS PER HOLDOWN 1 0_ J STUDS PER HOLDOWN r w W > SCHEDULE ON S2.1 Li_L_ > SCHEDULE ON S2.1 w W > SCHEDULE ON S2.1Li_ > SCHEDULE ON S2.1 I w W > SCHEDULE ON S2.1 SCHEDULE ON S2.1 A, _c p p AND DETAIL 6/S4.1. i p p AND DETAIL 6/S4.1. p p AND DETAIL 6/S4.1. p p AND DETAIL 6/S4.1. p p AND DETAIL 6/S4.1. i p p z AND DETAIL 6/S4.1. 1 `� FLOOR BELOW lOD ir I C55G I C66HSG I C77HSG I C99HSG I �I C101OHSGm I �I C99HSG N.... B o II I III II I II II I _ -- -_ B di -- -1II= --�- EB-2 EB-2 EB-2 EB-2lem EB-2 EB-2 EB-2 EB-2 EB-2 EB-2 EB-2 EB-2 � ALLOWABLE ROD OFFSET I-- -1 1-- Ia-I I-- -1 1-- -I I-- -1 1-- I _I a o W AB PLT: AB: R5G AB PET: AB: R6G AB PET: AB: R7G AB PLT: AB: R9G AB PET: AB: R10G AB PET: AB: R9G 3/4"x3" SQ. 3/4"x3" SQ 3/4"x3" SQ 3/4"x3" SQ 3/4"x3" SQ 3/4"x3" SQ o (NIDETAIL n l - - - J 4L. - - - J 4 l - - - J 4L. - - - J 4 l - - - J 4 L. _,./ 4 v CO EB-2 EB-2 EB-2 EB-2 EB-2 EB-2 EB-2 EB-2 EB-2 EB-2 EB-2 EB-2 " p trj SCALE: NONE EB-2 EB-2 CO o > UJ m .; H F- COo < rCC - C HD1 HD2 HD3 HD4 ) C HD5 HD4-ALT 000 V 0Ito a NOTE: Z Z 10 1 . FOR ANCHOR BOLT REINFORCING REQUIRED POST or STUD(S) PER a I win SEE DETAILS 5, 6 & 8/S3.1 . STRUCTURAL DWGS. o 14-1 MAX @ 2. FOR ANCHOR BOLT EMBED PLATE SEE ANCHOR BOLT a I- Q 3 4 DETAILS 5, 6 & 8/S3.1 . J U) Z NOTE: SOLID BLOCKING, PROVIDE ENOUGH SOLID STANDARD FRAMING LOCATION (TYP) CO TM 3. FOR CONC. WALL CONDITION REQUIREMENTS U. 6. BLOCKING IN JOIST SPACE TO MATCH WIDTH OF �� BLACKJACK DEVICE / SEE DETAIL 8/S3.1 . III-M11- O At = f O ALL COMPRESSION STUDS OR POSTS OF THE // 1 1 - WALL BELOW. END OF �i I- o SHEAR WALLii r ►WALL .,_!, N. PLATE L REFERENCE STUDS END OF 3" MA a Ce z CO 1NDAR MAX © %� ���� /� ROD (R) SHEAR WALL 0 r141 STANDARD FRAMING TM ,� 1 �� _ COUPLER . 0 p * 1 BLACKJACK DEVICE / '; AB & ROD (R) FULLY W z SOLID BLOCKING j SEATED IN COUPLER ell Z Q �� PER STRUCT. ENGR. z ii w END OF I I `-J J REQUIREMENTS. - __ END. PLATE SHEAR WALL Q �� 0 PO I PLATE > UJ ��f�� _ �� �� Q °4 ° � � SLAB TYPICAL HOLD OWN ANCHOR LAYOUT to !�%_// L < - (2) 2x PLATES z w ° EB CORP JOB NO: m a ° ° ANCHOR BOLT ASZ �z SOLID BLOCKING - ROD (R) w g °p - SPECIFIED BY SCALE: NONE EB-2 EB-2 20 038 w Q PER STRUCT. ENGR. �� (63 STRUCTURAL PLANS = a_-- REQUIREMENTS. i OT_S• CC w AT GREATER NUMBER OF COMPRESSION 4 ° E° 3/4"x3" SQ. 1 . CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF WALL TYPE, REQUIRED SHEET TITLE: ��) I��IIIII�lllll�lllll�III=11111111=III- LEAVE 3 THREADS COMPRESSION MEMBERS AND FRAMING LAYOUT BEFORE LOCATING ANCHOR BOLTS EARTHBOUND SEISMIC STUDS FROM LEVEL BELOW HOLDOWN SYSTEM W 6:1 v - (2) 2x PLATES _ z MINIMUM EXPOSED. IN CONCRETE. ROD (R) INSTALLATION DRAWINGS ■■ GRADE 2. SEE INDIVIDUAL RUN TYPES FOR POSTING REQUIREMENTS. ill c\i pp kJ. TYP. SLACKJACKTM INSTALLATION 3. THE INTENT OF THIS DETAIL IS TO SHOW ANCHOR BOLT LAYOUT MEASURED FROM IAPMO ER-0429 �I o I I r TYP. ANCHOR BOLT INSTALLATION FACE OF MEMBER. THE STUDS SHOWN ARE ONLY A SCHEMATIC REPRESENTATION OF i O Q N AT EQUAL NUMBER OF COMPRESSION DETAIL ris.. SLAB ON GRADE ONLY FRAMING. ADDITIONAL COMPRESSION MEMBERS WILL BE REQUIRED DEPENDING Q DATE: - STUDS FROM LEVEL BELOW & ABOVE SCALE: NONE EB-2 EB-2 ON RUN AND WALL TYPE. REFER TO THE HOLDOWN RUN ELEVATION VIEWS AND 01 /26/2021 N O DETAIL (74-- COMPRESSION STUD LAYOUTS FOR REFERENCE. I00 SHEET NO. Q SCALE: NONE EB-2 EB-2 0 EB - 2 o PATENTS AND PATENTS PENDING. For more information about the Earthbound Holdown System, visit http://www.holdown.com Copyright 0 2021, Earthbound Corporation, All Rights Reserved. o e 0 4 0 47 A - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I HD4-ALT 0 fir o a_ o 0 C U w z - 1 ° 0 v) w HD4-ALT r HD4-ALT w 1 1 O z O00oo❑00% � M A �0� P�pf Vvas, ��00 1 1 0 1 O vy� � -A' foy:Qyo — 4,. Li Opi rURAL................. °°oo0DOt\o"°° �`L61 0 § O0 N O LOOS O 0, co O O O I L O CO 00 M X cz Q L z 0 r N 0 N D fY w I, DO 0 � , a) 0 2 rn z a 0o O T� m _ N O M Cl)V/ w - 2 W AB LENGTH SCHED Et z o �-kFOUNDATION/BASEMENT FL00R PLAN L# LENGTH (in) CONNECTION aZ D NW L1 48 FOOTINGS y a 0 R' L2 30 CONC. WALL a H m 1-6 1 '-; —IC ILL = 11 H toy C z � a p r O la 0 eaw LL r o ` EARTHBOUND SYSTEM EB CORP JOB NO. EARTHBOUND SYSTEM LAYOUT DISCLAIMER LOCATION LAYOUT SHEET 20038 1. THIS LAYOUT SHEET IDENTIFIES EARTHBOUND SYSTEM RUNS FOR CONVENIENCE TO THE SYSTEM INSTALLER AND PROVIDED "X" INDICATES EARTHBOUND SYSTEM HOLDOWN RUNS. DATE: THIS LAYOUT SHEET IS BASED ON HOLDOWN RUN LOCATIONS SHOWN ON FOR REFERENCE ONLY. REFER TO THE CONSTRUCTION PLANS FOR ALL OTHER INFORMATION. "L#" INDICATES ANCHOR BOLT LENGTH AND CONCRETE 01/26/2021 2. EARTHBOUND CORPORATION HAS NOT CONFIRMED AND IS NOT RESPONSIBLE FOR THE DESIGN, ENGINEERING, CALCULATIONS OR CONNECTION, SEE AB LENGTH SCHEDULE. SHEET TITLE: STRUCTURAL PLAN SHEET "S2.0". THE CONTRACTOR SHALL NOTIFY DERIVATION OF STRUCTURAL FORCES RELATED TO THE BUILDING. ANY DESIGN OR DEMAND LOAD INFORMATION USED OR SHOWN EARTHBOUND SEISMIC ALLANCHORS SHALL BE L1 UNLESS NOTED OTHERWISE. HOLDOWN SYSTEM LOCATION ON THESE DRAWINGS HAS BEEN TAKEN FROM THE CONSTRUCTION DOCUMENTS AND HAS NOT BEEN CONFIRMED BY EARTHBOUND. ALL RUNS ALIGN WITH WALLS ABOVE. LAYOUT DRAWINGS. EARTHBOUND IMMEDIATELY IF REVISED PLANS THAT MAY AFFECT THE 3. THIS LAYOUT IS NOT FOR CONSTRUCTION WITHOUT SUBSTANTIATION OF REVIEW BY THE RESPONSIBLE ENGINEER OF RECORD AND IAPMOER- AWI THE GOVERNING BUILDING JURISDICTION. THIS SHEET IS INTENDED FOR THE LOCATION OF THE EARTHBOUND SHEET NO. QUANTITY AND LOCATION OF RUNS SHOWN ARE ISSUED . 4. THIS LAYOUT IS SPECIFIC TO THE EARTHBOUND SYSTEM AND IS NOT APPLICABLE TO OTHER TIEDOWN SYSTEMS. HOLDOWNS ONLY REFER TO THE CONSTRUCTION PLANS FOR ALL . E B-3 5. REFER TO SHEETS EB-1 & EB-2 FOR ADDITIONAL NOTES AND INFORMATION. OTHER INFORMATION. o e 0 4 0 47 HD4 HD4 HD2 HD2 I HD3 HD3 A = li ri li ri 1 li FL — 12.1 .-'—'11' ///// HD2 1 1 A1 ,,, 1 1 1 1 1 1 HD3 LJ I I HD2 1- J E- I _1 LJ HD2 1 i J L Z O d o nL) HD3wz° o E5 r I 5 I + I HD2 r, i r L HD3 HD3 I F L I I HD4 HD4 HD5 HD5 HD3 HD3 HD3 HD4 - �ti 1 1 B HD2 - J l HD1 HD4 O z L r 0,000❑0000 oo M. o00 L 49N). �°F Vra ,<kpo>0 HD3 HD2 HD1 —, o v,:' , '°ti-:0 • 0 n _ - 0o TURAL!). '' c„.(9 L I oFss/..................... i> jthi � °°0000000 Iti1 0 o O0 N HD2 9 � � HD2 I HD4 0as _. oco - 00 M X cz LL i Q I Z- IL 1_• HD3 0 HD4 HD4 - HD4 HD4 r 1il 11 f li M_ ril-7 .,' _C. N CO a) fw z cn a D65Q O 0 _ �T� m N O 'wn M V/ w - 2 W AB LENGTH SCHED C� FOUNDATION FIRST o Z FLOOR FRAMING ELAN L# LENGTH (in) CONNECTION a D NW L1 48 FOOTINGS y a 0 L2 30 CONC. WALL a H m 1-6 -I (I) 1 '-; ILL = 11 H toy C z .1 a 0 r 1.1.I O 0 `ea w ILL r o EARTHBOUND SYSTEM EB CORP JOB NO. EARTHBOUND SYSTEM LAYOUT DISCLAIMER LOCATION LAYOUT SHEET 20038 1. THIS LAYOUT SHEET IDENTIFIES EARTHBOUND SYSTEM RUNS FOR CONVENIENCE TO THE SYSTEM INSTALLER AND PROVIDED "X" INDICATES EARTHBOUND SYSTEM HOLDOWN RUNS. DATE: THIS LAYOUT SHEET IS BASED ON HOLDOWN RUN LOCATIONS SHOWN ON FOR REFERENCE ONLY. REFER TO THE CONSTRUCTION PLANS FOR ALL OTHER INFORMATION. "L#" INDICATES ANCHOR BOLT LENGTH AND CONCRETE 01/26/2021 2. EARTHBOUND CORPORATION HAS NOT CONFIRMED AND IS NOT RESPONSIBLE FOR THE DESIGN, ENGINEERING, CALCULATIONS OR CONNECTION, SEE AB LENGTH SCHEDULE. SHEET TITLE: STRUCTURAL PLAN SHEET "S2. 1 ". THE CONTRACTOR SHALL NOTIFY DERIVATION OF STRUCTURAL FORCES RELATED TO THE BUILDING. ANY DESIGN OR DEMAND LOAD INFORMATION USED OR SHOWN EARTHBOUND SEISMIC ALLANCHORS SHALL BE L1 UNLESS NOTED OTHERWISE. HOLDOWN SYSTEM LOCATION ON THESE DRAWINGS HAS BEEN TAKEN FROM THE CONSTRUCTION DOCUMENTS AND HAS NOT BEEN CONFIRMED BY EARTHBOUND. ALL RUNS ALIGN WITH WALLS ABOVE. LAYOUT DRAWINGS. EARTHBOUND IMMEDIATELY IF REVISED PLANS THAT MAY AFFECT THE 3. THIS LAYOUT IS NOT FOR CONSTRUCTION WITHOUT SUBSTANTIATION OF REVIEW BY THE RESPONSIBLE ENGINEER OF RECORD AND IAYOUT THE GOVERNING BUILDING JURISDICTION. THIS SHEET IS INTENDED FOR THE LOCATION OF THE EARTHBOUND SHEET NO. QUANTITY AND LOCATION OF RUNS SHOWN ARE ISSUED . 4. THIS LAYOUT IS SPECIFIC TO THE EARTHBOUND SYSTEM AND IS NOT APPLICABLE TO OTHER TIEDOWN SYSTEMS. HOLDOWNS ONLY REFER TO THE CONSTRUCTION PLANS FOR ALL . E B-4 5. REFER TO SHEETS EB-1 & EB-2 FOR ADDITIONAL NOTES AND INFORMATION. OTHER INFORMATION.