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Permit File BLD-2019-0511 1715 O Avenue (2)
DOCUMENT REVIEW STAMP d Corrections s br comments made oa this document submittal do not relieve the •A EARTHBOUND contractor from compliance with all the ` -- requirements of the Contract Documents. !•- This cursory review is to check only design _. "Holdowns That Work" tm loads imposed on the basic structure and ,___ general conformance with the information given in the Contract Documents. f Earthbound System [A-1s` NO EXCEPTIONS TAKEN -in'. Submittal Package for. 0 MAKE CORRECTIONS NOTED 1.. ❑ REVISE AND RESUBMIT ❑ REJECTED — Fidalgo Flats BY' Qing "Fif,— DATE 2021-01-28 VI__-i 1014 18th St. li Q u A N T u mhimk w i CONSU Li1NG ENGINEERS 'll-I .y Anacortes, WA 98221 EB Corp. Job: 20038 '` i January 26, 2021 , 1 t w w Contains: !`) 1) Run Type Analysis - . 2) IAPMO ER-0429 3) Bridge and Nailing Calculations . it: 000OODOaaoo o°04\ ......... ill<< % sue_ Prepared by: o \ .o0 <' 0 _ O �::i, , O poo vy.k� V 00 J. Earthbound Corporation o 3.' ". z` 17361 Tye Street SE o _ #V,, o Monroe, WA 98272 4 ' , 350 3 6 • 800-944-5669 00 'c lfALt-r...' �00 360-863-0724 0000000❑DO OOI`L6��1 http://www.holdown.com 0 ' EARTHBOUND "ttoM4wa5 that Work- DATE: January 26, 2021 PROJECT: Fidalgo Flats 1014 18th St. Anacortes, WA 98221 SUBJECT: Calculations Package The following package is submitted for review: 1) Run Type Analysis 2) IAPMO ER-0429 3) Bridge and Nailing Calculations Calculation Assumptions: 1) Earthbound Corporation took no part in the preparation or review of the project structural design and disclaims any liability regarding shear wall design, determination of holdown locations in the structure and/or magnitude of the holdown forces. 2) The specified uplift loads were based from the structural drawings. 3) Slackjack Devices are referenced from IAPMO ER-0429. This report is included in this submittal. 4) All full height compression members are referred back to Structural Plans. Earthbound is responsible for the compression bridge and trimmer design at the top of each run type. Wood buckling and compression perpendicular to grain calculations are not required by Earthbound. Earthbound Corporation www.holdown.com 17361 Tye Street SE Phone: (360)863-0722 Monroe,WA 98272 Fax:(360)863-0724 EARTHBOUND CORPORATION 17361 Tye Street,SE Monroe,WA 98272 Project# 20038 CALCULATION SUMMARY Project: Fidalgo Flats OF ASSIGNED RUN TYPES Date: 1/26/2021 A I B C D E F G H I J K L M N 0 Plans Date: 11/16/2020 CALCULATION NOTES ON COLUMNS: A Tension load provided by the structural plans. B Floor to floor differential loads. C Collected differential loads,if tiedowns on floors are skipped,the loads are brought up to the next level. D Assigned rod loads may be increased over column A if tiedowns are skipped on lower stories. E Final rod selection in accordance to specified design code(ASD) F Earthbound Shrinkage Fastener assigned to differential load(Column C)and travel required. G Bearing plate assigned to differential loads of Column C. Actual size shown. H Bearing plate is sized for both net area perpendicular to wood grain and bending thickness I Rod elongation based on PUAE where A=nominal area and E=29,000,000 psi. J Column Not Used K Device looseness is stated values of travel increments per IAPMO ER-0429. L Device capacity as stated in IAPMO ER-0429. M Device deflection is linear ratio of(applied load/rated load capacity of shrinkage fastener)x(displacement at rated load capacity) (M=C/L*Device Deflection at Rated Load) N Deflection total of Columns I thru M. O Quick check results if total system elongation is greater than required by the plans or local jurisdiction. A B C D E F G H I I J K L I M N 0 RUN TYPE HD1 WOOD UPLIFT CALCULATED COLLECTED ASSIGNED FINAL SHRINKAGE EBOUND ACTUAL RATED DEFLECTION CHECK FLOOR TENSION DIFFERENTIAL DIFFERENTIAL ROD TENSION ROD FASTENER PLATE PLATE PLATE THREADED ROD NOMINAL ROD DEVICE DEVICE DEVICE SYSTEM 0.200 LEVEL LOADS LOADS LOADS LOADS SIZE SIZE PART NO. DIMENSIONS CAPACITY DIA.(IN) LENGTH(FT) AREA ELONG. LOOSENESS CAPACITY DEFLECTION EL/DEFL. LIMIT? 5th 4,000# 4,000# 4,000# 4,000# RS4-72 MJ200 P6-4 3.00 x 3.50 x 1/4 6,650 lbs 0.500 in 5.0 FT 0.196 in^2 0.042 in 0.031 in 4,900# 0.027 in 0.100 in OK 4th 4,000# 4,000# R4 MJ200 P6-4 3.00 x 3.50 x 1/4 6,650 lbs 0.500 in 9.7 FT 0.196 in^2 0.081 in 0.031 in 4,900# 0.000 in 0.112 in OK 3rd 4,000# 4,000# R4 MJ200 P6-4 3.00 x 3.50 x 1/4 6,650 lbs 0.500 in 9.7 FT 0.196 in^2 0.081 in 0.031 in 4,900# 0.000 in 0.112 in OK 2nd 4,000# 4,000# R4 MJ100 P6-4 3.00 x 3.50 x 1/4 6,650 lbs 0.500 in 9.7 FT 0.196 in^2 0.081 in 0.032 in 5,000# 0.000 in 0.113 in OK 1st 6,500# 2,500# 2,500# 6,500# R5 SJA215 P6 3.00 x 3.50 x 1/4 6,650 lbs 0.625 in 9.7 FT 0.307 in^2 0.085 in 0.036 in 7,360# 0.004 in 0.125 in OK I I RUN TYPE HD2 II WOOD UPLIFT CALCULATED COLLECTED ASSIGNED FINAL SHRINKAGE EBOUND ACTUAL RATED DEFLECTION CHECK FLOOR TENSION DIFFERENTIAL DIFFERENTIAL ROD TENSION ROD FASTENER PLATE PLATE PLATE THREADED ROD NOMINAL ROD DEVICE DEVICE DEVICE SYSTEM 0.200 LEVEL LOADS LOADS LOADS LOADS SIZE SIZE PART NO. DIMENSIONS CAPACITY DIA.(IN) LENGTH(FT) AREA ELONG. LOOSENESS CAPACITY DEFLECTION EUDEFL. LIMIT? 5th 4,000# 4,000# 4,000# 4,000# RS4-72 MJ200 P6-4 3.00 x 3.50 x 1/4 6,650 lbs 0.500 in 5.0 FT 0.196 in^2 0.042 in 0.031 in 4,900# 0.027 in 0.100 in OK 4th 4,000# 4,000# R4 MJ200 P6-4 3.00 x 3.50 x 1/4 6,650 lbs 0.500 in 9.7 FT 0.196 in^2 0.081 in 0.031 in 4,900# 0.000 in 0.112 in OK 3rd 4,000# I 4,000# R4 MJ200 P6-4 3.00 x 3.50 x 1/4 6,650 lbs 0.500 in 9.7 FT 0.196 in^2 0.081 in 0.031 in 4,900# 0.000 in 0.112 in OK 2nd 6,700# I 2,700# 2,700# 6,700# R5 SJA215 P6 3.00 x 3.50 x 1/4 6,650 lbs 0.625 in 9.7 FT 0.307 in^2 0.087 in 0.036 in 7,360# 0.005 in 0.128 in OK 1st 9,500# 2,800# 2,800# 9,500# R6 SJA216 P6 3.00 x 3.50 x 1/4 6,650 lbs 0.750 in 9.7 FT 0.442 in^2 0.086 in 0.034 in 7,360# 0.005 in 0.125 in OK I RUN TYPE HD3 1 WOOD UPLIFT CALCULATED COLLECTED ASSIGNED FINAL SHRINKAGE EBOUND ACTUAL RATED DEFLECTION CHECK FLOOR TENSION DIFFERENTIAL DIFFERENTIAL ROD TENSION ROD FASTENER PLATE PLATE PLATE THREADED ROD NOMINAL ROD DEVICE DEVICE DEVICE SYSTEM 0.200 LEVEL LOADS LOADS LOADS LOADS SIZE SIZE PART NO. DIMENSIONS CAPACITY DIA.(IN) LENGTH(FT) AREA ELONG. LOOSENESS CAPACITY DEFLECTION EL/DEFL. LIMIT? 5th 4,000# 4,000# 4,000# 4,000# RS4-72 MJ200 P6-4 3.00 x 3.50 x 1/4 6,650 lbs 0.500 in 5.0 FT 0.196 in^2 0.042 in 0.031 in 4,900# 0.027 in 0.100 in OK 4th 4,000# 4,000# R4 MJ200 P6-4 3.00 x 3.50 x 1/4 6,650 lbs 0.500 in 9.7 FT 0.196 in^2 0.081 in 0.031 in 4,900# 0.000 in 0.112 in OK 3rd 5,400# 1,400# 1,400# 5,400# R5 SJA225 P6 3.00 x 3.50 x 1/4 6,650 lbs 0.625 in 9.7 FT 0.307 in^2 0.070 in 0.041 in 7,730# 0.003 in 0.115 in OK 2nd 9,700# I 4,300# 4,300# 9,700# R6 SJA216 P6 3.00 x 3.50 x 1/4 6,650 lbs 0.750 in 9.7 FT 0.442 in^2 0.088 in 0.034 in 7,360# 0.008 in 0.129 in OK 1st 13,000# 3,300# 3,300# 13,000# R7 SJA217 P6 3.00 x 3.50 x 1/4 6,650 lbs 0.875 in 9.7 FT 0.601 in^2 0.086 in 0.032 in 7,360# 0.006 in 0.124 in OK EARTHBOUND CORP. 20038 BD#3_210122(117.5)_ACAD I CALCS_MAIN 1/26/2021 EARTHBOUND CORPORATION 17361 Tye Street,SE Monroe,WA 98272 Project# 20038 CALCULATION SUMMARY Project: Fidalgo Flats OF ASSIGNED RUN TYPES Date: 1/26/2021 A B C D E F G H I J K L M N 0 RUN TYPE HD4 WOOD UPLIFT CALCULATED COLLECTED ASSIGNED FINAL SHRINKAGE EBOUND ACTUAL RATED DEFLECTION CHECK FLOOR TENSION DIFFERENTIAL DIFFERENTIAL ROD TENSION ROD FASTENER PLATE PLATE PLATE THREADED ROD NOMINAL ROD DEVICE DEVICE DEVICE SYSTEM 0.200 LEVEL LOADS LOADS LOADS LOADS SIZE SIZE PART NO. DIMENSIONS CAPACITY DIA.(IN) LENGTH(FT) AREA ELONG. LOOSENESS CAPACITY DEFLECTION EUDEFL. LIMIT? 5th 4,000# 4,000# 4,000# 4,000# RS4-72 MJ200 P6-4 3.00 x 3.50 x 1/4 6,650 lbs 0.500 in 5.0 FT 0.196 in^2 0.042 in 0.031 in 4,900# 0.027 in 0.100 in OK 4th 5,500# 1,500# 1,500# 5,500# R5 SJA225 P6 3.00 x 3.50 x 1/4 6,650 lbs 0.625 in 9.7 FT 0.307 in^2 0.072 in 0.041 in 7,730# 0.003 in 0.116 in OK 3rd 10,900# 5,400# 5,400# 10,900# R7 SJA227 P6 3.00 x 3.50 x 1/4 6,650 lbs 0.875 in 9.7 FT 0.601 in^2 0.073 in 0.037 in 7,730# 0.013 in 0.122 in OK 2nd 5,800# 4,900# 4,900# 15,800# R8 SJA218 P6 3.00 x 3.50 x 1/4 6,650 lbs 1.000 in 9.7 FT 0.785 in^2 0.080 in 0.030 in 7,360# 0.009 in 0.119 in OK 1st 1,500# 5,700# 5,700# 21,500# R9 SJA219 P8-9 3.25 x 4.25 x 1/4 8,470 lbs 1.125 in 9.7 FT 0.994 in^2 0.087 in 0.028 in 7,360# 0.010 in 0.125 in OK RUN TYPE HD5 WOOD UPLIFT CALCULATED COLLECTED ASSIGNED FINAL SHRINKAGE EBOUND ACTUAL RATED DEFLECTION CHECK FLOOR TENSION DIFFERENTIAL DIFFERENTIAL ROD TENSION ROD FASTENER PLATE PLATE PLATE THREADED ROD NOMINAL ROD DEVICE DEVICE DEVICE SYSTEM 0.200 LEVEL LOADS LOADS LOADS LOADS SIZE SIZE PART NO. DIMENSIONS CAPACITY DIA.(IN) LENGTH(FT) AREA ELONG. LOOSENESS CAPACITY DEFLECTION EL/DEFL. LIMIT? 5th 4,000# 4,000# 4,000# 4,000# RS4-72 MJ200 P6-4 3.00 x 3.50 x 1/4 6,650 lbs 0.500 in 5.0 FT 0.196 in^2 0.042 in 0.031 in 4,900# 0.027 in 0.100 in OK 4th 6,600# 2,600# 2,600# 6,600# R5 SJA225 P6 3.00 x 3.50 x 1/4 6,650 lbs 0.625 in 9.7 FT 0.307 in^2 0.086 in 0.041 in 7,730# 0.006 in 0.133 in OK 3rd 12,000# 5,400# 5,400# 12,000# R7 SJA227 P6 3.00 x 3.50 x 1/4 6,650 lbs 0.875 in 9.7 FT 0.601 in^2 0.080 in 0.037 in 7,730# 0.013 in 0.129 in OK 2nd 8,600# 6,600# 6,600# 18,600# R8 SJA218 P6 3.00 x 3.50 x 1/4 6,650 lbs 1.000 in 9.7 FT 0.785 in^2 0.095 in 0.030 in 7,360# 0.012 in 0.136 in OK 1st 6,500# 7,900# 7,900# 26,500# R10 SJA4110 P8-10 3.25 x 4.25 x 1/4 8,470 lbs 1.250 in 9.7 FT 1.227 in^2 0.086 in 0.032 in 14,000# 0.012 in 0.131 in OK RUN TYPE HD4-ALT WOOD UPLIFT CALCULATED COLLECTED ASSIGNED FINAL SHRINKAGE EBOUND ACTUAL RATED DEFLECTION CHECK FLOOR TENSION DIFFERENTIAL DIFFERENTIAL ROD TENSION ROD FASTENER PLATE PLATE PLATE THREADED ROD NOMINAL ROD DEVICE DEVICE DEVICE SYSTEM 0.200 LEVEL LOADS LOADS LOADS LOADS SIZE SIZE PART NO. DIMENSIONS CAPACITY DIA.(IN) LENGTH(FT) AREA ELONG. LOOSENESS CAPACITY DEFLECTION EL/DEFL. LIMIT? 5th 4,000# 4,000# 4,000# 4,000# RS4-72 SJA434 P6 3.00 x 3.50 x 1/4 6,650 lbs 0.500 in 5.0 FT 0.196 in^2 0.042 in 0.039 in 14,750# 0.009 in 0.090 in OK 4th 5,500# 1,500# 1,500# 5,500# R5 SJA435 P6 3.00 x 3.50 x 1/4 6,650 lbs 0.625 in 9.7 FT 0.307 in^2 0.072 in 0.037 in 14,750# 0.003 in 0.112 in OK 3rd 10,900# 5,400# 5,400# 10,900# R7 SJA227 P6 3.00 x 3.50 x 1/4 6,650 lbs 0.875 in 9.7 FT 0.601 in^2 0.073 in 0.037 in 7,730# 0.013 in 0.122 in OK 2nd 15,800# 4,900# 4,900# 15,800# R8 SJA228 P6 3.00 x 3.50 x 1/4 6,650 lbs 1.000 in 9.7 FT 0.785 in^2 0.080 in 0.035 in 7,730# 0.011 in 0.127 in OK 1st 21,500# 5,700# 5,700# 21,500# R9 SJA219 P8-9 3.25 x 4.25 x 1/4 8,470 lbs 1.125 in 9.7 FT 0.994 in^2 0.087 in 0.028 in 7,360# 0.010 in 0.125 in OK BSMNT 21,500# 21,500# R9 SJA219 P8-9 3.25 x 4.25 x 1/4 8,470 lbs 1.125 in 8.1 FT 0.994 in^2 0.072 in 0.028 in 7,360# 0.000 in 0.100 in OK EARTHBOUND CORP. 20038 BD#3_210122(117.5)_ACAD I CALCS_MAIN 1/26/2021 EARTHBOUND CORPORATION 17361 Tye Street,SE Phone:(360)863-0722 Monroe,WA 98272 Fax:(360)863-0724 Project: Fidalgo Flats Project# 20038 Date: 1/26/2021 EARTHBOUND THREADED ROD CAPACITIES(IBC 2015) ROD ROD SIZE ALLOWABLE TENSION LOAD SLACKJACK SIZE I (INCHES) IBC 2015 ROD REMARKS SIZE R4 1/2"DIA. 4,470 LBS ASTM A 307(UNC) MJ100,MJ200 R5 5/8"DIA. 7,120 LBS ASTM A 307(UNC) SJA 215,225,415,425 R6 3/4"DIA. 10,540 LBS ASTM A 307(UNC) SJA 216,226,416,426,HJA 716,726 R7 7/8"DIA. 14,540 LBS ASTM A 307(UNC) SJA 217,227,417,427,HJA 717,727 R8 1"DIA. 19,080 LBS ASTM A 307(UNC) SJA 218,228,418,428,HJA 718,728 R9 1 1/8"DIA. 24,040 LBS ASTM A 307(UNC) SJA 219,229,419,429,HJA 719,729 R10 1 1/4"DIA. 30,530 LBS ASTM A 307(UNC) SJA 4110,4210,HJA 7110,7210,HJS 4110,4210,7110,7210 R12 1 1/2"DIA. 44,270 LBS ASTM A 307(UNC) SJST 4112,4212,HJA 7112,7212,HJS 4112,4212,7112,7212 R14 1 3/4"DIA. 59,830 LBS ASTM A 307(UNC) - R5M 5/8"DIA. 8,900 LBS ASTM F1554 GR55(UNC) SJA 215,225,415,425 R6M 3/4"DIA. 13,170 LBS ASTM F1554 GR55(UNC) SJA 216,226,416,426,HJA 716,726 R7M 7/8"DIA. 18,180 LBS ASTM F1554 GR55(UNC) SJA 217,227,417,427,HJA 717,727 R8M 1"DIA. 23,850 LBS ASTM F1554 GR55(UNC) SJA 218,228,418,428,HJA 718,728 R9M 1 1/8"DIA. 30,050 LBS ASTM F1554 GR55(UNC) SJA 219,229,419,429,HJA 719,729 R10M 1 1/4"DIA. 38,160 LBS ASTM F1554 GR55(UNC) SJA 4110,4210,HJA 7110,7210,HJS 4110,4210,7110,7210 R12M 1 1/2"DIA. 55,330 LBS ASTM F1554 GR55(UNC) SJST 4112,4212,HJA 7112,7212,HJS 4112,4212,7112,7212 R14M 1 3/4"DIA. 74,790 LBS ASTM F1554 GR55(UNC) - ASTM A449 THREADED ROD ASTM A 193-B7 THREADED ROD SLACKJACK SIZES R5HS 5/8"DIA. 14,240 LBS 14,830 LBS SJA 215,225,415,425 ROHS 3/4"DIA. 21,070 LBS 21,950 LBS SJA 216,226,416,426,HJA 716,726 R7HS 7/8"DIA. 29,090 LBS 30,300 LBS SJA 217,227,417,427,HJA 717,727 R8HS 1"DIA. 38,160 LBS 39,750 LBS SJA 218,228,418,428,HJA 718,728 R9HS 1 I/O"DIA. 42,080 LBS 50,090 LBS SJA 219,229,419,429,HJA 719,729 R10HS 1 1/4"DIA. 53,420 LBS 63,600 LBS SJA 4110,4210,HJA 7110,7210,HJS 4110,4210,7110,7210 R12HS 1 1/2"DIA. 77,460 LBS 92,220 LBS SJST 4112,4212,HJA 7112,7212,HJS 4112,4212,7112,7212 R14HS 1 3/4"DIA. 104,710 LBS 124,650 LBS - EARTHBOUND BEARING PLATE CAPACITIES(DF) SJA ROD SIZE CODES PLATE DIFFERENTIAL COLOR PLATE DIMENSIONS(INCHES) PART ROD ROD WASHER - SIZE LOAD CODE WIDTH LENGTH THICK. NO. DIAMETER SIZE COLOR P6 6,650 LBS GREEN 3" 3.5" 1/4" MJ100 or MJ200 _ 1/2" R4 PURPLE P8 8,470 LBS BLACK 3-1/4" 4.25" 1/4" SJA 2x5 or 4x5 5/8" R5 BLACK P10 10,320 LBS BLUE 3-1/4" 5" 3/8" SJA 2x6 or 4x6,HJA 7x6 3/4" R6 or R6HS GRAY P12 12,230 LBS GRAY 3-1/4" 6" 5/8" SJA 2x7 or 4x7,HJA 7x7 7/8" R7 or R7HS BLUE P14 13,660 LBS RED 3-1/4" 7" 3/4" SJA 2x8 or 4x8,HJA 7x8 1" R8 or R8HS YELLOW P18 18,840 LBS YELLOW 3-1/2" 9" 1" SJA 2x9 or 4x9,HJA 7x9 1 1/8" R9 or R9HS WHITE P20 21,020 LBS BROWN 3-1/2" 10" 1" SJA 4x10,HJA 7x10,HJS 4x10,7x10 1 1/4" R10 or R10HS GREEN P22 23,210 LBS WHITE 3-1/2" 11" 1 1/4" SJST 4x12,HJA 7x12,HJS 4x12,7x12 1 1/2" R12 or R12HS RED P24 24,310 LBS GOLD 3-1/2" 11.5" 1 1/4" I "x"=SLACKJACK TRAVEL IN"INCHES" P26 26,490 LBS ORANGE 3-1/2" 12.5" 1 1/2" NOTES: 1.TENSION LOAD WAS CALCULATED FROM THE FOLLOWING EQUATION: A.ASTM A 307 Threaded Rod Capacities are Pe=60,000 psi.UNC thread pitch M Rods are based on ASTM F1554 GR55,F'u=75 ksi. HS Rods are based on ASTM A193 87,Pe=125 ksi or ASTM A449,Pe=120 ksi,105 ksi above R8HS B.The IBC 2015 column is calculated in accordance to Section 1905 and ASCE 7-10. 2. PLATE STEEL SHALL BE ASTM A36:F'u=60,000 PSI. 3. SUBSTITUTIONS OF DESIGNATED BEARING PLATE SHALL NOT BE PERMITTED,OBTAIN WRITTEN APPROVAL FROM THE ENGINEER. 4.ALL BEARING PLATE CAPACITIES ARE BASED ON 1-1/16"HOLE,UNLESS NOTED OTHERWISE. 5. SLACKJACK SELECTION NOTES: THE SIZES SHOWN ABOVE ARE FOR BOTH ONE AND TWO INCH TRAVEL("SJA 4xy") (x=TRAVEL HEIGHT IN INCHES,y=ROD SIZE).TWO INCH TRAVEL SLACKJACKS ARE REQUIRED ON FOURTH WOOD FRAME LEVELS AND HIGHER. 6.THIS TABLE IS FOR REFERENCE OF FULL PRODUCT LINE,SOME ROD AND PLATE SIZES MAY NOT BE IN USE. THE ENGINEER OF RECORD SHALL REVIEW AND APPROVE CAPACITIES. tI4 EVALUATION REPORT Number: 429 ® Originally Issued: 11/30/2015 Revised: 11/25/2020 Valid Through: 11/30/2021 EARTHBOUND CORPORATION 2.4 No increase in the allowable capacities shown in Table 17361 Tye Street S.E. 4 of this report shall be permitted. Monroe,Washington 98272 (800)944-5669 2.5 The dead load is limited to the self-weight of the (800)9 ackjack.com SlackJack, HeavyJack, and MiniJack devices. Additional wwwdead load on the devices is beyond the scope of this report. SLACKJACK®, HEAVYJACKTM AND 2.6 The maximum offset tolerance shall be 1.33 degrees from MINIJACK® SHRINKAGE vertical. COMPENSATION DEVICES 2.7 "When the devices are used in continuous rod systems CSI Section: that resist light-frame shear wall overturning forces, 06 05 23 Wood,Plastic and Composite Fastenings calculations shall be submitted to the building official confirming that the total vertical displacement,which would 1.0 RECOGNITION include steel rod elongation and the shrinkage compensating device deflection is less than or equal to 0.20 inch(5 mm) SlackJack®,HeavyJackTM and MiniJack®,manufactured by for each story, or between restraints, whichever is more Earthbound Corporation, were evaluated for use as restrictive,using allowable stress design(ASD). Shear wall compression-controlled shrinkage compensation devices in drift limit calculations shall consider the 0.20 inch(5 mm) wood-framedvertical displacement limit. This 0.20-inch(5 mm)vertical construction. The structural properties of the devices were evaluated for compliance with the following displacement limit may be exceeded when it can be codesand regulations: demonstrated that the shear wall story drift limit and the deformation compatibility requirements of IBC Section • 2018, 2015, 2012, 2009 and 2006 International 1604.4 are met when considering all sources of vertical displacement."(AC316) Building Code®(IBC) • 2018, 2015, 2012, 2009 and 2006 International 2.8 Buildings constructed to the IRC shall have engineered Residential Code®(IRC) designs performed on the elements of construction using this • 2019, 2016, and 2013 California Building Code device as required in Section R301.1.3. (CBC)—attached Supplement • 2019, 2016, and 2013 California Residential Code 2.9 The shrinkage compensation devices recognized in this (CRC)—attached Supplement report are produced by Earthbound Corporation in Monroe, • 2017 Florida Building Code, Building (FBC, Building)—attached Supplement Washington. • 2017 Florida Building Code, Residential (FBC, 3.0 PRODUCT USE INSTRUCTIONS Residential)—attached Supplement • 2020 City of Los Angeles Building Code(LABC) 3.1 The Earthbound installation instructions,this evaluation — attached Supplement report, and the applicable provisions of the building code • 2020 City of Los Angeles Residential Code(LARC) shall be followed when installing this product. Where —attached Supplement conflicts occur between these documents, the more 2.0 LIMITATIONS restrictive provisions shall govern. The published installation instructions shall be available at the jobsite Use of the SlackJack, HeavyJack, and MiniJack Shrinkage during construction for use by installers and for quality Compensation Devices recognized in this report are subject assurance. to the following limitations: 3.2 Where required by the building official or other 2.1 The SlackJack, HeavyJack, and MiniJack devices shall authority having jurisdiction, calculations based on applied loads to the device shall be provided by a registered design be limited to installations in dry,interior locations. professional to show the basis for its selection. The calculations shall show the projected shrinkage, deflection, 2.2 Use of the SlackJack, HeavyJack and MiniJack devices and settlement the device will compensate for, and the in direct contact with fire-retardant or preservative-treated method of transferring the loads through the supports. The wood is beyond the scope of recognition of this report. appropriate SlackJack, HeavyJack, and MiniJack device shall be chosen based on the model and series 2.3 Where required, designs using these products shall be characteristics. The Rated Shrinkage Capacity,Allowable submitted to the building official for review. 1011110 The product described in this Uniform Evaluation Service(UES)Report has been evaluated as an alternative material,design or method of construction in order to satisfy and comply with the intent of the provision of the code,as noted in this report,and for at least equivalence to that prescribed in the code in quality,strength,effectiveness,fire resistance,durability and safely, as applicable,in accordance with IBC Section 104.11.This document shall only be reproduced in its entirety.Copyright©2020 by International Association of Plumbing and Mechanical Officials.All rights reserved.Printed in the United States.Ph:1-877-41ESRPT•Fax:909.472.4171 ANSI web:www.uniform-es.org•4755 East Philadelphia Street,Ontario,California 91761-2816—USA ACCREDITED Page 1 of 8 ProductC ISOIificationBotly E0675 t114 EVALUATION REPORT Number: 429 Originally Issued: 11/30/2015 Revised: 11/25/2020 Valid Through: 11/30/2021 Compression Load, Deflection at Allowable Load and ES Mark of Conformity and the Evaluation Report Number Device Average Travel and Seating Increment,AR,for each (ER-429)to identify the products recognized in this report.A model are shown in Table 4 of this report. die-stamp label may be used as a substitute for the label. Either Mark of Conformity may be used as shown below: 3.3 The chosen SlackJack, HeavyJack, or MiniJack device shall be slid over a threaded-rod or anchor bolt, over an approved bearing surface or plate. The appropriate color- coded swivel washer(listed in Table 4 of this report),shall be I A P U installed as required by the manufacturer's installation M 0 E S instructions with the flat side up.A hex nut shall be installed over the rod and hand tightened. E S ® or CD To place the device into service, the pull clip shall be completely removed and placed on the device to show that IAPMO UES ER-429 the device has been activated. 6.0 SUBSTANTIATING DATA Where necessary,the devices may be reset in the field.The manufacturer's installation instructions shall be referenced Data in accordance with ICC-ES Acceptance Criteria for for details. Shrinkage Compensating Devices(AC316),dated June 2013 (Editorially Revised November 2017). Test reports are from 3.4 SlackJacks may be substituted and interchangeable with laboratories in compliance with ISO/IEC 17025. HeavyJack devices per Table 3 of this report. 7.0 STATEMENT OF RECOGNITION 4.0 PRODUCT DESCRIPTION This report describes the results of research carried out by the 4.1 SlackJack, HeavyJack, and MiniJack Shrinkage IAPMO Uniform Evaluation Service on Earthbound's Compensation Devices are spring-loaded, compression- SlackJack, HeavyJack, and MiniJack Shrinkage controlled shrinkage compensating devices that are Compensation Devices to assess their conformance to the designed to work with threaded-rod or anchor bolt hold- codes and standards listed in Section 1.0 and serves as down systems in wood-frame construction.The devices are documentation of the product certification. Products are cylindrical, high-strength structural connectors that enable manufactured at the location noted in Section 2.9 of this axial compression travel along a bolted or sliding report under a quality control program with periodic connection but to withstand movement due to tensile loads. inspection under the supervision of IAPMO UES. 4.2 The materials used for the inner and outer cylinders, locking rings, springs, pull-clips, capture-rings and swivel washers, for the SlackJack, HeavyJack, and MiniJack models are shown in Table 1 of this report. Brian Gerber,P.E., S.E. 4.3 The model and series number describe the attributes of Vice President,Technical Operations each shrinkage compensation device.The devices are color- coded Uniform Evaluation Service bs too identify the slength c model the avwailachble varies Z1,4od based on strength and length of travel. The available travel lengths are: 1 inch, 1 '/2 inches,2 inches,and 3 inches(25.4 mm, 38.1 mm, 50.8 mm, and 76.2 mm). Table 2 of this Richard Beck,PE,CBO,MCP report describes the model and series notations. Color Vice President,Uniform Evaluation Service coding is also used to identify the size of the swivel washer for the SlackJack devices as shown in Table 5 of this report. u� GP Russ Chan y 5.0 IDENTIFICATION CEO,The IAPMO Group A label shall be affixed on at least one of the following: For additional information about this evaluation report please visit product, packaging, installation instructions or descriptive www.uniform-es.org or email us at info(a,uniform-es.org literature. The label shall include the Earthbound name or trademark, the device model number, the IAPMO Uniform Page 2 of 8 t114 EVALUATION REPORT Number: ® Originally Issued: 11/30/2015 Revised: 11/25/2020 Valid Through: 11/30/2021 TABLE 1—Material Information for SlackJack,HeavyJack and MiniJack Devices Component Material Internal and Outer Cylinders for HeavyJack Models HJS and ASTM A513/5 520 DOM Steel HJX Internal and Outer Cylinders for SlackJack Models SJT and ASTM B221-08 6061-T6511 Aluminum SJA,HeavyJack Model HJA and MiniJack Model MJ Locking Components for all Models ASTM A313 Stainless Steel Springs and Pull Clips for all Models ASTM A764 Galvanized Hard Drawn Spring Wire Capture Rings for all Models Plastic Injection Molded Swivel Washers ASTM A108 12L14 Steel TABLE 2—Model and Series Notations Notation Model Type MJ=MiniJack,HJ=HeavyJack SJ=SlackJack First Number(Series Type) 2=2 Locking Rings 3=3 Locking Rings 4=4 Locking Rings 6=6 Locking Rings 7=7 Locking Rings Second Number(Rated Shrinkage Capacity) 1 = 1 inch 1-5= 1.5 inches 2=2 inches 3=3 inches Third Number(Swivel Washer Code/Color) See Table 5 Example Nomenclature: SlackJack model with a series number A420, the letter"A"indicates the model number, with the first number"4"which has 4 locking rings. The second number indicates the rated compensation capacity,which in this case is 2 inches and finally,the third number indicates the diameter of the rod and color code for the swivel washer. For example,if the rod is 1/2 inch in diameter,the swivel washer color will be purple. TABLE 3—HeavyJack Device Substitution for SlackJack Devices HJA,HJS,HJX Series HeavyJacks are interchangeable and maybe substituted where SJA, SJS,and SJX devices are specified under the following conditions: SlackJack Devices Allowed HeavyJack Conditions of Use Substitution Devices SJS-410 HJA-710 Loads up to 15,650 lbs SJS-420 HJA-720 Loads up to 15,590 lbs SJS-410 HJS-410 Any SJS-410 Load Conditions SJS-420 HJS-420 Any SJS-420 Load Conditions SJA-610 HJA-710 Loads up to 15,650 lbs SJA-620 HJA-720 Loads up to 15,590 lbs SJT-610 HJA-710 Loads up to 15,650 lbs SJT-620 HJA-720 Loads up to 15,590 lbs SJX-410 HJA-710 Loads up to 15,650 lbs SJX-410 HJS-710 Any SJX-410 Load Conditions SJX-410 HJX-410 Any SJX-410 Load Conditions Page 3 of 8 t114 EVALUATION REPORT Number: 4. ® Originally Issued: 11/30/2015 Revised: 11/25/2020 Valid Through: 11/30/2021 TABLE 4-Attributes for the SlackJack,HeavyJack and MiniJack Shrinkage Compensating Devices Nominal Dimensions(Inches) Figure 1 Shows Dimensions A,B And C s Capture Rated Model & Additional Allowable AA Deflection Ring Height Outer Inner Shrinkage AR5 Series Color Compression at Allowable Number Color Code Before Diameter Diameter Capacity Load r,z,(lbs) Load(inch)5 (inch) Code Activation of Body of Body (Inches) (A) (B) (C) MJ1004 Red N/A 2.540 1.349 0.532 1.0 5,000 0.028 0.032 MJ1504 r N/A 3.040 1.349 0.532 1.5 5,000 0.030 0.032 MJ2004 Oran!. N/A 3.540 1.349 0.532 2.0 4,900 0.033 0.031 SJA-210 ue N/A 3.330 2.365 1.420 1.0 7,360 0.013 0.045 SJA-21-50 White N/A 3.830 2.365 1.420 1.5 8,000 0.018 0.047 SJA-220 Yellow N/A 4.330 2.365 1.420 2.0 7,730 0.018 0.050 SJT-410 Orange N/A 3.700 2.365 1.375 1.0 9,000 0.020 0.024 SJT-420 Black N/A 4.700 2.365 1.375 2.0 9,000 0.018 0.028 SJA-410 Red N/A 3.800 2.365 1.250 1.0 14,000 0.022 0.051 SJA-420 Green N/A 4.800 2.365 1.250 2.0 14,000 0.030 0.047 SJA-430 Brown N/A 5.800 2.365 1.250 3.0 14,750 0.033 0.046 SJA-610 Tan N/A 4.800 2.365 1.250 1.0 20,340 0.028 0.045 SJA-620 White Blue6 5.800 2.365 1.250 2.0 20,100 0.038 0.048 HJA-710 Purple N/A 4.730 2.500 1.625 1.0 15,650 0.015 0.015 HJA-720 Gray N/A 5.730 2.500 1.625 2.0 15,590 0.018 0.014 HJS-4108 Black Blue7 3.270 2.500 1.625 1.0 22,000 0.020 0.028 HJS-4208 Black Yellow' 4.270 2.500 1.625 2.0 22,000 0.026 0.028 HJS-710 Black Green 4.730 2.500 1.625 1.0 39,190 0.029 0.012 HJS-720 Black Orange 5.730 2.500 1.625 2.0 37,770 0.030 0.011 HJX-4108 Black Gold7 3.700 2.500 1.625 1.0 34,220 0.035 0.047 (Information in Table 4 and Notes 1-4 are from Earthbound QC("QC")Documentation and Test Data) Notes to Table 4: 1. "Tabulated allowable loads are for the shrinkage compensating device only. The attached components(including anchors,tension rods,bearing plates,wood framing members,etc.)shall be designed to resist design loads in accordance with the applicable code." (QC) 2. "No further increases to the tabulated allowable loads are permitted."(QC) 3. "Model numbers beginning with an A or T are designed for use with W3 through W 10 swivel washers capable of fitting over threaded rods or bolts having diameters ranging from 3/8 inch to 11/4 inches. Model numbers beginning with an S or X are designed for use with W 10 or W 12 swivel washers capable of fitting over threaded rods or bolts having diameters of 1 1/4 inches and 1 'h inches respectively."(QC) 4. "MJ100,MJ150 and MJ200 Series are for either 3/8-inch or 1/2-inch rod diameter. Requires Heavy Hex nut when installing on 3/8- inch-diameter rod."(QC) 5. "The device AR and AA describe the total movement of the device at allowable load,AT,and are additive. Take up devices that have a swivel washer to allow for threaded rods to be out of plumb yet allow for the device to rest on a bearing plate without angular deflection may provide a compensating adjustment to reduce T.The AR values applicable when using swivel washers are available in Table 6 of this report.For design loads,PD,less than the allowable load,PA,the total movement of the device,AT,is calculated as follows: L T=OR+DA(PD/PA)"(AC316) 6. Additional color code for this series is a painted compression spring. 7. Additional color code for this series is a painted outer cylinder. 8. Earlier series of SlackJacks SJS-4xx and SJX-41x are relabeled as HJS-4xx and HJX-41x HeavyJacks respectively in this report. Page 4 of 8 t114 EVALUATION REPORT Number: ® Originally Issued: 11/30/2015 Revised: 11/25/2020 Valid Through: 11/30/2021 Table 5-Swivel Washer Color Code Number Diameter of Rod Color 0=Base Model 3 3/8" Orange 4 1/2" Purple 5 5/8" Black 6 3/4 Gray 1111111111E11 Blue _ 8 1" Yellow 9 1 1/8" White 10 11/4" Green mI1 2 IRed - INNER C C CYLINDER ll-�.� C jCAPTURE ��� .�1� * RING .m INNER CYLINDER C SPRING CAPTURE RINGN111aLlio° A OUTER SPRING A T�. � CYLINDER A PULL CLIP OUTER CYLINDER = �1w� Cam. �,� PULL CLIP B B B MINIJACKTM SLACKJACK® HEAVYJACKTM "MJ" SERIES "SJA" OR "SJT" SERIES "HJA", "HJS" OR "HJX" SERIES FIGURE 1 -SLACKJACK", HEAVYJACKTM AND MINIJACKTM SHRINKAGE COMPENSATING DEVICES Page 5 of 8 t114 EVALUATION REPORT Number: 429 ® Originally Issued: 11/30/2015 Revised: 11/25/2020 Valid Through: 11/30/2021 TABLE 6- AR VALUES FOR USE WITH SWIVEL WASHERS SLACKJACK ALUMINUM 200 SERIES DEVICE SERIES ROD DIA. TRAVEL AR DEVICE SERIES ROD DIA. TRAVEL AR SJA214 SJA-210 1/2 1.0 in 0.038 SJA224 SJA-220 1/2 2.0 in 0.043 SJA215 SJA-210 5/8 1.0 in 0.036 SJA225 SJA-220 5/8 2.0 in 0.041 SJA216 SJA-210 3/4 1.0 in 0.034 SJA226 SJA-220 3/4 2.0 in 0.039 SJA217 SJA-210 7/8 1.0 in 0.032 SJA227 SJA-220 7/8 2.0 in 0.037 SJA218 SJA-210 1 1.0 in 0.030 SJA228 SJA-220 1 2.0 in 0.035 SJA219 SJA-210 1 1/8 1.0 in 0.028 SJA229 SJA-220 1 1/8 2.0 in 0.033 SJA2110 SJA-210 1 1/4 1.0 in 0.026 SJA2210 SJA-220 1 1/4 2.0 in 0.031 SLACKJACK ALUMINUM 400 SERIES DEVICE SERIES ROD DIA. TRAVEL AR DEVICE SERIES ROD DIA. TRAVEL AR SJA414 SJA-410 1/2 1.0 in 0.044 SJA424 SJA-420 1/2 2.0 in 0.040 SJA415 SJA-410 5/8 1.0 in 0.042 SJA425 SJA-420 5/8 2.0 in 0.038 SJA416 SJA-410 3/4 1.0 in 0.040 SJA426 SJA-420 3/4 2.0 in 0.036 SJA417 SJA-410 7/8 1.0 in 0.038 SJA427 SJA-420 7/8 2.0 in 0.034 SJA418 SJA-410 1 1.0 in 0.036 SJA428 SJA-420 1 2.0 in 0.032 SJA419 SJA-410 1 1/8 1.0 in 0.034 SJA429 SJA-420 1 1/8 2.0 in 0.030 SJA4110 SJA-410 1 1/4 1.0 in 0.032 SJA4210 SJA-420 1 1/4 2.0 in 0.028 DEVICE SERIES ROD DIA. TRAVEL AR SJA434 SJA-430 1/2 3.0 in 0.039 SJA435 SJA-430 5/8 3.0 in 0.037 SJA436 SJA-430 3/4 3.0 in 0.035 SJA437 SJA-430 7/8 3.0 in 0.033 SJA438 SJA-430 1 3.0 in 0.031 SJA439 SJA-430 1 1/8 3.0 in 0.029 SJA4310 SJA-430 1 1/4 3.0 in 0.027 DEVICE SERIES ROD DIA. TRAVEL AR DEVICE SERIES ROD DIA. TRAVEL AR SJT414 SJT-410 1/2 1.0 in 0.017 SJT424 SJT-420 1/2 2.0 in 0.021 SJT415 SJT-410 5/8 1.0 in 0.015 SJT425 SJT-420 5/8 2.0 in 0.019 SJT416 SJT-410 3/4 1.0 in 0.013 SJT426 SJT-420 3/4 2.0 in 0.017 SJT417 SJT-410 7/8 1.0 in 0.011 SJT427 SJT-420 7/8 2.0 in 0.015 SJT418 SJT-410 1 1.0 in 0.009 SJT428 SJT-420 1 2.0 in 0.013 SJT419 SJT-410 1 1/8 1.0 in 0.007 SJT429 SJT-420 1 1/8 2.0 in 0.011 SJT4110 SJT-410 1 1/4 1.0 in 0.005 SJT4210 SJT-420 1 1/4 2.0 in 0.009 Page 6 of 8 t114 EVALUATION REPORT Number: 429 ® Originally Issued: 11/30/2015 Revised: 11/25/2020 Valid Through: 11/30/2021 SLACKJACK ALUMINUM 600 SERIES DEVICE SERIES ROD DIA. TRAVEL AR DEVICE SERIES ROD DIA. TRAVEL AR SJA614 SJA-610 1/2 1.0 in 0.038 SJA624 SJA-620 1/2 2.0 in 0.041 SJA615 SJA-610 5/8 1.0 in 0.036 SJA625 SJA-620 5/8 2.0 in 0.039 SJA616 SJA-610 3/4 1.0 in 0.034 SJA626 SJA-620 3/4 2.0 in 0.037 SJA617 SJA-610 7/8 1.0 in 0.032 SJA627 SJA-620 7/8 2.0 in 0.035 SJA618 SJA-610 1 1.0 in 0.030 SJA628 SJA-620 1 2.0 in 0.033 SJA619 SJA-610 1 1/8 1.0 in 0.028 SJA629 SJA-620 1 1/8 2.0 in 0.031 SJA6110 SJA-610 1 1/4 1.0 in 0.026 SJA6210 SJA-620 1 1/4 2.0 in 0.029 DEVICE SERIES ROD DIA. TRAVEL AR DEVICE SERIES ROD DIA. TRAVEL AR SJT614 SJT-610 1/2 1.0 in 0.028 SJT624 SJT-620 1/2 2.0 in 0.023 SJT615 SJT-610 5/8 1.0 in 0.026 SJT625 SJT-620 5/8 2.0 in 0.021 SJT616 SJT-610 3/4 1.0 in 0.024 SJT626 SJT-620 3/4 2.0 in 0.019 SJT617 SJT-610 7/8 1.0 in 0.022 SJT627 SJT-620 7/8 2.0 in 0.017 SJT618 SJT-610 1 1.0 in 0.020 SJT628 SJT-620 1 2.0 in 0.015 SJT619 SJT-610 1 1/8 1.0 in 0.018 SJT629 SJT-620 1 1/8 2.0 in 0.013 SJT6110 SJT-610 1 1/4 1.0 in 0.016 SJT6210 SJT-620 1 1/4 2.0 in 0.011 SLACKJACK STEEL 400 SERIES DEVICE SERIES ROD DIA. TRAVEL AR DEVICE SERIES ROD DIA. TRAVEL AR SJS415 SJS-410 5/8 1.0 in 0.019 SJS425 SJS-420 5/8 2.0 in 0.019 SJS416 SJS-410 3/4 1.0 in 0.017 SJS426 SJS-420 3/4 2.0 in 0.017 SJS417 SJS-410 7/8 1.0 in 0.015 SJS427 SJS-420 7/8 2.0 in 0.015 SJS418 SJS-410 1 1.0 in 0.013 SJS428 SJS-420 1 2.0 in 0.013 SJS419 SJS-410 1 1/8 1.0 in 0.011 SJS429 SJS-420 1 1/8 2.0 in 0.011 SJS4110 SJS-410 1 1/4 1.0 in 0.009 SJS4210 SJS-420 1 1/4 2.0 in 0.009 SJS4112 SJS-410 1 1/2 1.0 in 0.006 SJS4212 SJS-420 1 1/2 2.0 in 0.006 DEVICE SERIES ROD DIA. TRAVEL AR SJX415 SJX-410 5/8 1.0 in 0.038 SJX416 SJX-410 3/4 1.0 in 0.036 SJX417 SJX-410 7/8 1.0 in 0.034 SJX418 SJX-410 1 1.0 in 0.032 SJX419 SJX-410 1 1/8 1.0 in 0.030 SJX4110 SJX-410 1 1/4 1.0 in 0.028 SJX4112 SJX-410 1 1/2 1.0 in 0.025 Page 7 of 8 t114 EVALUATION REPORT Number: 429 ® Originally Issued: 11/30/2015 Revised: 11/25/2020 Valid Through: 11/30/2021 HEAVYJACK STEEL 400 SERIES SAME AS SLACKJACK STEEL 400 SERIES DEVICE SERIES ROD DIA. TRAVEL AR DEVICE SERIES ROD DIA. TRAVEL AR HJS415 HJS-410 5/8 1.0 in 0.019 HJS425 HJS-420 5/8 2.0 in 0.019 HJS416 HJS-410 3/4 1.0 in 0.017 HJS426 HJS-420 3/4 2.0 in 0.017 HJS417 HJS-410 7/8 1.0 in 0.015 HJS427 HJS-420 7/8 2.0 in 0.015 HJS418 HJS-410 1 1.0 in 0.013 HJS428 HJS-420 1 2.0 in 0.013 HJS419 HJS-410 1 1/8 1.0 in 0.011 HJS429 HJS-420 1 1/8 2.0 in 0.011 HJS4110 HJS-410 1 1/4 1.0 in 0.009 HJ S4210 HJS-420 1 1/4 2.0 in 0.009 HJS4112 HJS-410 1 1/2 1.0 in 0.006 HJS4212 HJS-420 1 1/2 2.0 in 0.006 DEVICE SERIES ROD DIA. TRAVEL AR HJX415 HJX-410 5/8 1.0 in 0.038 HJX416 HJX-410 3/4 1.0 in 0.036 HJX417 HJX-410 7/8 1.0 in 0.034 HJX418 HJX-410 1 1.0 in 0.032 HJX419 HJX-410 1 1/8 1.0 in 0.030 HJX4110 HJX-410 1 1/4 1.0 in 0.028 HJX4112 HJX-410 1 1/2 1.0 in 0.025 HEAVYJACK ALUMINUM 700 SERIES DEVICE SERIES ROD DIA. TRAVEL AR DEVICE SERIES ROD DIA. TRAVEL AR HJA715 HJA-710 5/8 1.0 in 0.006 HJA725 HJA-720 5/8 2.0 in 0.005 HJA716 HJA-710 3/4 1.0 in 0.004 HJA726 HJA-720 3/4 2.0 in 0.003 HJA717 HJA-710 7/8 1.0 in 0.002 HJA727 HJA-720 7/8 2.0 in 0.001 HJA718 HJA-710 1 1.0 in 0.000 HJA728 HJA-720 1 2.0 in 0.000 HJA719 HJA-710 1 1/8 1.0 in 0.000 HJA729 HJA-720 1 1/8 2.0 in 0.000 HJA7110 HJA-710 1 1/4 1.0 in 0.000 HJA7210 HJA-720 1 1/4 2.0 in 0.000 HJA7112 HJA-710 1 1/2 1.0 in 0.000 HJA7212 HJA-720 1 1/2 2.0 in 0.000 HEAVYJACK STEEL 700 SERIES DEVICE SERIES ROD DIA. TRAVEL AR DEVICE SERIES ROD DIA. TRAVEL AR HJS715 HJS-710 5/8 1.0 in 0.003 HJS725 HJS-720 5/8 2.0 in 0.002 HJS716 HJS-710 3/4 1.0 in 0.001 HJS726 HJS-720 3/4 2.0 in 0.000 HJS717 HJS-710 7/8 1.0 in 0.000 HJS727 HJS-720 7/8 2.0 in 0.000 HJS718 HJS-710 1 1.0 in 0.000 HJS728 HJS-720 1 2.0 in 0.000 HJS719 HJS-710 1 1/8 1.0 in 0.000 HJS729 HJS-720 1 1/8 2.0 in 0.000 HJS7110 HJS-710 1 1/4 1.0 in 0.000 HJS7210 HJS-720 1 1/4 2.0 in 0.000 HJS7112 HJS-710 1 1/2 1.0 in 0.000 HJS7212 HJS-720 1 1/2 2.0 in 0.000 For SI: 1 inch = 25.4 mm Page 8 of 8 EARTHBOUND CORPORATION 17361 Tye Street,SE Phone:(360)863-0722 Monroe,WA 98272 Fax:(360)863-0724 Project: Fidalgo Flats WOOD COMPRESSION CALCULATION BASED ON IBC 2015(NDS 2015) Project# 20038 BASED ON NO.1 DOUG FIR STUDS/POSTS ON DOUG FIR PLATES Date: 1/26/2021 SEE SPECIFIC MEMBER HEIGHTS Struct Plans Date: 11/16/2020 POST COLUMN DESIGN STUD HEIGHT#1 DOUG-FIR POSTS ON DOUG FIR FLOOR PLATES A B C D E F G H I J K L M N 0 P Q R S T U V PERPENDICULAR COLUMN COL. VERTICAL BEARING Size Grade Height PARALLEL DURATION REPETITIVE SIZE FACT. M.O.E TO GRAIN WIDTH p FACTOR STRESS CAPACITY CAPACITY ALLOW. Size h Fen Co Cr CF E Fop 1 Cb b(d) t E,"m Fe IJd Fre= Cr, F'0 P. Pb PO inch psi ksi psi inch inch ksi psi (0.822*Emin)/(1e/d)^2 psi lbs lbs lbs No.2 100 1,350 1.60 1.00 1.15 1,600 625 1.00 3.50 1.50 584 2,484 28.44 594.01 0.226 561.24 2,947 3,281 2,947 4 3 x 4 No.2 100 1,350 1.60 1.00 1.15 1,600 625 1.00 3.50 2.50 584 2,484 28.44 594.01 0.226 561.24 4,911 5'_' 4,911 3 x 4 4 x 4 No.1 100 1,5i r 1.60 1.00 1.15 1,700 625 1.00 3.50 3.50 621 2,760 28.44 631.13 0.217 598.05 , 26 7,656 7,326 4 x 4 4 x 6 No.1 100 1,500 1.60 .!• 1.10 1,700 625 1.00 3.50 5.50 621 2,640 28.44 631.13 0.22. 596.33 11,479 12,031 11,479 4 x 6 4 x 8 No.1 100 1,500 1.60 1.00 1.0 1,700 625 1.00 3.50 7.25 621 2,520 28.44 631 - 0.236 594.43 15,084 15,859 15,084 4 x 8 4 x 10 No.1 100 1,500 1.60 1.00 1.00 1,700 1.00 3.50 9.25 621 2,400 631.13 0.247 592.32 19,176 20,234 19,176 4 x 10 4 x 12 No.1 100 1,500 1.60 1.00 1.00 1,700 625 1.00 ! 11.255 . 2,400 28.44 631.13 0.247 592.32 23,323 24,609 23,323 4 x 12 2 x 6 No.2 100 1,350 1.60 1.00 1.00 1,600 625 1.00 -. I 1.50 2,160 18.10 1466.84 0.547 1181.51 9,747 5,156 5,156 2 x 6 3 x 6 No.2 100 1,350 1.60 1.00 1.05 1,600 • 1.00 5.50 2.50 584 2,268 . 1466.84 0.528 1198.34 16,477 8,594 8,594 3 x 6 6 x 4 No.1 100 1,500 1.60 1.00 1.11 1,700 625 1.00 5.50 3.50 621 2,640 18.10 1558. 0.494 1303.98 25,102 12,031 12,031 6 x 4 6 x 6 No.1 100 1,000 1.60 .4 1 1.10 1,600 625 1.00 5.50 5.50 584 1,760 18.10 1466.84 0.625 100.08 33,277 18,906 18,906 6 x 6 6 x 8 No.1 100 1,080 1.60 1.00 1.10 1,600 625 1.00 5.50 7.25 584 1,760 18.10 1466.84 0.625 1100.08 , 6 24,922 24,922 6 x 8 6 x 10 No.1 100 1,000 1.60 1.00 1.10 1,600 625 1.00 5.50 9.25 584 1,760 18.10 1466.84 0.625 1100.08 55,966 31, 1,797 6 x 10 No.2 100 1,350 1.60 1.00 1.15 1,600 625 1.00 7.25 1.50 584 2,484 13.73 2548.78 0.700 1738.32 18,904 6,797 6,797 2 x 4 No.2 71 1,350 1.60 1.00 1.15 1,600 625 1.00 3.50 1.50 584 2,484 20.14 1184.16 0.417 1035.94 5,439 3,281 3,281 2 x 4 2 x 6 No.2 71 1,350 1.60 1.00 1.15 1,600 625 1.00 5.50 1.50 584 2,484 12.82 2924.15 0.744 1848.57 15,251 5,156 5,156 2 x 6 COLUMN NOTES A Nominal Member Size B Lumber Grade C Nominal Post Height-4.5 inches for double 2x top plate and single 2x bottom plate. D-J Coefficients and parameters per NDS 2015 K Lumber depth(3.5"in 4"wall,5.5"in 6"wall) L Lumber thickness parallel to wall direction M Emin'=(2.03)(E)(2-2.645(CoVE)))/2.66,CoVE=0.25 for sawn lumber N F*0=(FOii)(Cd)(Cr)(CF)-(Columns D,E,F,G) O Slenderness Ratio:Effective Length/depth ratio:(Col.C/Col.K) P Emin'=Euler critical buckling stress for columns Fce=08.22(Emin')/(le/d)2. Equation H-2 in NDS 2015. Q Column Stability Factor CP,Equation 3.7-2 in NDS 2015 R Column Stress F'c=F*c x Cp(Col.N x Col.Q). Equation H-2 in NDS 2015 S Final Buckling Capacity:Post Area x F'0,(Col.K x Col.L x Col.R) T Maximum Bearing Capacity Perpendicular to Grain Code Limitation:(Col.I x Col.K x Col.L). U Final Post Capacity,minimum value of Col.S or Col.T. ✓ Nominal Member Size(Same as Col.A) Earthbound System- Fidalgo Flats Anacortes,WA Earthbound Bridge Calculation Earthbound System Compression Bridge and Support Trimmer Calculation Summary of Compression Bridge Concept: The"Compression Bridge" consists of 4x6 sawn lumber turned upright(or 6x6) and framed in the stud bay at each end of a shear wall. These bridges are utilized at the top floor of every holdown run in the Earthbound System. The 4x6 is framed in the wall similar to a header where it is supported by cripple studs. Depending on load, the minimum number of cripple studs is two, one at each end of the 4x6 bridge. If the bearing load exceeds the maximum bearing pressure of the cripple studs peripendicular to grain of the floor plate, more studs can be added under the bridge. The outermost cripple studs are faced nailed two (2) nails on 4"o.c. to the adjacent full height stud members. The following example calculation will be based on 4'-6"tall cripple studs in performing the face nail calculation. The Earthbound System also recommends these cripple studs receive nailing for redundancy from the sheathing side equivalent to required plywood edge nailing schedules for the shear wall. For this calculation, we will use 4"o.c. plywood edge nailing. The Slackjack or MiniJack Device is mounted at the top of the bridge resting on the Earthbound System bearing plates. The holdown load path is intended to transfer down via the bearing plate through the 4x6 bridge to the cripple studs with load transferring from the face nails into the full length studs. 14—} " MAX, & TIC END OF 8" MIN. SLACKJACKDEVICE SHEAR WALL STANDARD FRAMIN J... f A PLATE T TOE NAILING OPTIONAL AT 1 - BRIDGE BLOCK. NAILING - RUST BE AT ABOVE 25 I 7/001 iNN:...,444;?' OF BLOCK HEIGHT ONLY. Coin i A - L . FACE NA LING EACH SIDE T `P _ — 09 SEE NOTE #17 FOR E .h.,V ALL REQUIREMENTS L.] — . BRIDGE TRIMMERS a _ . COUPLER (C) k yi i ri 1 F I I 1 ROD i.' - ipv"' 0. SLACKJACKTM DEVICE cn . � PLATE i A 2___________,- _ ... .- y ; ‘,,, _____ _. ,_---/ ____---,-;1 ,----/ / Farthboiind Corporation NDS2015_Bridge_Calc_DFDF_ Page 1 Earthbound System- Fidalgo Flats Anacortes,WA Earthbound Bridge Calculation Objective: Calculate lumber and nailing capacities to support holdown load under the Shrinkage Device and bearing plate. We are using face nailing and diaphragm nailing to transfer holdown load back into wall: Define Variables and Coefficients: From Table 10.3.1 2015 NDS(attached at end of calculation),the following are Adjustments Factors for Corrections applicable in calculating nail and spike capacities(under Dowel-Type Fasteners) CD := 1.33 ;Load Duration Factor=1.33 for seismic CD Nails 1.60 ;Load Duration Factor= 1.6 for Nails CM in 2015 NDS. := 1.0 ;Wet Service Factor= 1.0 if dry conditions Ct := 1.0 ;Temperature Factor=1.0 if below 100 degrees Cp := 1.0 ;Geometry Factor=1.0 unless you have a split ring or shear plate connection. Ceg := 1.0 ;End Grain Factor=1.0 if non end grain nailing application Cdi := 1.0 ;Diaphragm Factor=1.0 if non diaphragm nailing application. 1.1 if diaphragm nailing Ctn := 1.0 ;Toenail Factor=1.0 if non toe nailing application Z := 931bf ;Box Nail Shear Design values from supplemental calculation from WWPA Wood-To-Wood Single Shear Connections is at the end of this document. WWPA=148 Ibs/1.6(Cd)=93 lbf Calculate Shear Value of one FACE nail based on above adjustment factors: Znail Z CD_Nails CM Ct CA Ceg Cdi Ctn Znail = 148.8 lbf Calculate Face Nailing Capacity based on two (2) nails on 4"o.c. rows and 4'-6" trimmer stud length: StudHeight :— 4.Sft ;Typically Trimmer Stud Height is set at mid floor or 1/2 full length studs used for wall framing NailRowSeperationOC := 4.0in StudHeight l2 in ft ;We subtract one row of nails for spacing and NumberNailRows := — 1❑NailRowSeperationOC❑ clearance to the bridge. NumberNailRows = 13 NumberNailsPerRow := 2 NumberofRowArrays := 2 TotalFaceNailCapacity := NumberNailRows NumberNailsPerRow NumberofRowArrays Znail TotalFaceNailCapacity = 7440 lbf ;This is(number of rows)x(2 nails per row)x(2 rows,one each side)x (nail capacity) Nailing Capacity Summary: The above calculation is based on the cripple stud height used and the spacing between rows of nails. Note that the Earthbound System does recommend sheathing nailing to match plywood edge nailing schedules. The additional transfer from shear panel nails is calculated later in this document. Farthbonnd Corporation NfS21115_Rridge_Calc_fFfF_ Page 2 Earthbound System- Fidalgo Flats Anacortes,WA Earthbound Bridge Calculation Calculate Cripple Stud Bearing Capacity: This is a calculation of the maximum capacity per stud bearing perpendicular to grain on the bottom plates: 12in le := StudHeight le = 54 in ;Stud Height in inches l ft d := 3.5in ;Stud Depth t:= 1.5in ;Stud Thickess A:= t d ;Stud Bearing Area A — 5.25 in2 ;Note the effective stud bearing area for a 2x6 cripple stud will be based on a 2x4(1.5 in x 3.5 in)because we specify a 4x6 bridge turned upwards,the effective stud bearing area will be the same for a 2x4 or 2x6. Fcperp := 625psi ;From 2015 NDS Table 4A Douglas Fir Stud Grade=625 psi StudBearingCapacity := A Fcperp StudBearingCapacity = 3281 lbf ;NDS does not allow for Load Duration Factor greater than 1.0 to be applied to loads perpendicular to grain. Calculate Trimmer Stud Vertical (Column Buckling) Capacity: This is a calculation of the maximum buckling or column capacity per stud. Calculations are based from 2015 NDS: Fcpara:= 850psi ;Fc(parallel): Douglas Fir(stud grade)=850 psi Cam:= 1.333 ;Load Duration Factor=1.33 for seismic Cr := 1.00 ;Repetitive Member Factor=1.00 CF := 1.05 ;Size Factor=1.05,From 2015 NDS Table 4A for 2,3,4 inch width Stud Grade Cam:= 1.0 ;Wet Service Factor= 1.0,From 2015 NDS Table 4A,assume lumber is below 19% moisture content E := 1400000psi ;Modulus of Elasticity of wood,From 2015 NDS Table 4A:Douglas Fir Stud.Grade=1,400,000 psi c := 0.80 ;c=0.8 for sawn lumber Adjusted_Fcpara Fcpara CD CF CM ;Adjusted_Fc(para)is also known as F*c from NDS 2015 reference. Mathcad cannot show the asterisk in"F*c". Adjusted_Fcpara = 1189.7 psi ;Coefficient of variation of E,CoV(E)=0.25 for sawn lumber, CoVE := 0.25 0.10 for glue lam lumber per NDS 2015 Appendix F.2. Farthboiind Corporation NDS2015_Bridge_Calc_DFDF_ Page 3 Earthbound System- Fidalgo Flats Anacortes,WA Earthbound Bridge Calculation (1 — 1.645 CoVE) ;Equation D-4 in NDS 2015. Determine reference modulus of elasticity Emin := 1.03E 1.66 where: E=Modulus of Elasticity 1.03=adjustment factor to convert E to pure bending basis. Emin = 51 1432.2 psi Use 1.05 for structural glued laminated timber. 1.66=factor of safety CoV(E)=cofficient of varation in modulus of elasticity defined in NDS 2015 Appendix F.2. Emin represents an approx 5%lower exclusion value on pure bending MOE,plus a factor of safety of 1.66. (0.822 Emin) ;Equation H-2 in NDS 2015: The 0.822 factor in Equation H-2 FcE 2 FcE — 1766 psi represents the Euler buckling coefficient for rectangular columns le calulated as TC2/12. MOE for beam and column stability Emin in H-2 represents an approximate 5%lower exclusion value on pure ❑d❑ bending MOE,plus a 1.66 factor of safety(See NDS 2015 D.4.) We effectively removed the 1.66 factor of safety from Equation H-2 by dividing Emin by 1.66 used in Equation D-4 above. The maximum design value Fc in psi of cross-sectional area of individual members of columns shall be determined in accordance with the following formula. (Taken from 2015 NDS Equation 3.7-1). FcE F .J FcE 6 FcE w EF1 + ❑Adjusted_FCpara[ EF1 ❑AdjustedFcpara 4 Adjusted_Fcpara Fc := Adjusted_Fcpara a'•• — E'•• - — 2c 2c 4 ❑ c [,. Fc = 960.6 psi The vertical capacity of this column if design value Fc multiplied by the bearing area of the stud,in this case a 2x4: d = 3.5 in t = 1.5 in StudVerticalCapacity:= d t Fc StudVerticalCapacity = 5043 lbf StudBearingCapacity = 3281 lbf ;From above bearing calculations,based on DF at Fc(perp)=625 psi. The allowable stud capacity should be the lower value between Vertical Capacity and Bearing Capacity: AllowStudCapacity := if(StudBearingCapacity > StudVerticalCapacity, StudVerticalCapacity, StudBearingCapacity) ;The above formula is a conditional statement inherent to Mathcad to use the lower capacity as the final value. AllowStudCapacity = 3281 lbf Farthboiind Corporation NDS2015_Bridge_Calc_DFDF_ Page 4 Earthbound System- Fidalgo Flats Anacortes,WA Earthbound Bridge Calculation Calculate Shear Value of 10d nail assuming 1/2" Plywood: Z:= 701bf ;Box Nail Shear Design values from 2015 NDS Table 12Q(attached at end of calc)using 1/2"side member thickness 10d nails(x 3 inches nail length)and Douglas Fir Larch lumber. Cam:= 1.1 ;Cdi is 1.1 for diaphragm nailing. Z := Z CD_Nails CM Ct CO Ceg Cdi Ctn ;Incorporate all adjustment factors including C(D_Nails)=1.60 Znail = 123.2 lbf Calculate Plywood Side Nailing Capacity based on 4"o.c. and 6'-0"trimmer stud length: StuN ht := 4.5ft NailRowSe erationOC := 4.0in StudHeight 12 in NumberNailsPerStud :_ - ft - 1 ❑NailRowSeperationOC❑ NumberNailsPerStud = 12.5 NumberStuds := 4 TotalPlywoodNailCapacity:= NumberNailsPerStud NumberStuds Znail TotalPlywoodNailCapacity = 6160 lbf TotalNailCapacity := TotalPlywoodNailCapacity+ TotalFaceNailCapacity ;See Page 2 for Face Nail Calc... TotalNailCapacity = 13600 lbf Nailing Capacity Summary: The above calculation is based on the trimmer stud height used and the spacing between rows of nails. Note that the Earthbound System does require 4"o.c. sheathing nailing on all trimmer members and 4"o.c. face nailing of the outermost trimmer to the full height stud members. Farthbonnd Corporation NDS21115_Bridge_Caln_DFDF_ Page 5 Earthbound System - Fidalgo Flats Anacortes, WA Earthbound Bridge Calculation Calculation Summary: For a given bearing load underneath the take up device, the required amount of cripple studs under the bridge is an even number of multiples of the above Allowable Stud Capacity. We use even numbers to balance the supporting under the 4x6 or 6x6 bridge. This bearing load may be greater that the actual uplift load required for the top floor due to assignment of loads upward in the building using the threaded rod system. The face nailing portion of the cripple studs need to exist to transfer shear load that occurs above the bridge back underneath the bridge and into the threaded rod. The loads required for panel nailing calculations will be the uplift load for that floor only. The additional studs required are to take up the bearing loads from loads transferred from below. Examine Shear at Bridge: The figure at the left shows a worst case scenario of a bridge trimmer with our smallest plate (Part"P8" 3 1/4 x 4 1/4 x 3/8) and only two (2) trimmers total. By inspection we are within a 1:1 requirement per 2012 NDS 3.4.3 to ignore shear force. If the load under the shrinkage device exceeds 8,000 Ibs, a larger bearing plate will used. Depending on the lumber species (Hem vs Doug Fir) of the trimmers and floor plates, we would also increase the number of trimmer members under the bridge. 3.4.3 Shear Design 3.4.3,1 When calculating the shear force, V, in ol. 4.25" -a bending members: SHRINKAGE DEVICE (a) For beams supported by full bearing on one surface and loads applied to the opposite sur- face,BEARING PLATE j ftacc, uniformly distributed loads within a dis- lance from supports equal to the depth of the j/ 1:1 RATIO (TYP) bending m ember, d,shall be permitted to be igo �/ 014,- �� nored_ For beams supported by full bearing on �, � one surface and loads applied to the opposite A M _ 4x6/6x6 surface,concentrated loads within a distance,d, /2/ _ - COMPRESSION from supports shall be permitted tobe multi BRIDGE plied by x/d where x is the distance from the 0 /// - ��// beam support face to the load(see Figure 3C). z Figure 3C Shear at Supports S / \/ Li ' i i / w �, 0' 0 — TRIMMER STUDS Q 10" MAX 1.4 1 1� UNO :i_i, I - - --- - - ® d Sev 1.4.4 1 fear Ixit }/r C-Mcr1.0.0.rr*riE VI 7 Farthhound Corporation NDS2015_Bridge_Calc_DFDF_ Page 6 Earthbound System- Fidalgo Flats Anacortes,WA Earthbound Bridge Calculation '.lersion: 2.0 :4 red on: August 20,2QJ9 UV ID C jiWo.d•te-Wood Single Shear Connections 14046.151 . . (actual thickness) tbseireiewereo Ever Dale m � �?1:ii7i■�ii�liii�f� � wok �� t Nail Onving lion Side Member Main Member Main Member Species Douglas Fir-Larch Main Member Thickness (yin " 1 112 Side Member Species Douglas Fir-Larch Side Member Thickness(rs '} 1 112 Loading Type Seismic Load End Grain Condition? NO of Connector Length Shear Controlling Type Size (in) Capacity Mode ii IE Box Nail 10d x 3 = 148 lb each MODE rV L Common VV ire Nail L Sinker Nail g E Bolt itilikl� l l ▪'Mood Screw twatinsitiimit [ Lag Screw .r'ers ion: 2.2 13esrgned o,: August 20.33€13 451 W Wattle-Woad Single Shear Comedians * rid.¢l Fow-o (actual thickness) I Ero..er Danaia& w ick C=16 rrr, 11� Mail - --- - - - - Oriving Oirection Side Member Main Member Main Member Species Douglas Fir-Larch Main Member Thickness(rrri 1 3 112 Side Member Species Plywood (Str. 1 or Marine Gr.) Side Member Thickness(rs) 7116 Loading Type Seismic Load End Grain Condition? No Type of Connector Connector Length Shear Contro:ling Size {in) Capacity.. Mode 2 FE Box Nail 10d x 3 = 112 lb each MODE Ills WI* LCommon Wire Nail L Sinker Nail A. E Bolt 't fh illiii Wood Screw twimoiliwerom E Lag Screw NOTE:THIS CALCULATION MUST INCLUDE Cdl=1.1 FOR DIAPHRAGM FACTOR. THEREFORE 112 LBS x 1.1 =123 lbs PER SHEAR NAIL. Farthboiind Corporation NDS2015_Bridge_Calc_DFDF_ Page 7