Loading...
Specifications (16) OFFICE COPY RECEIVED AUG i 6 2023 CITY OF TIGARD BUILDING DIVISION -id I. . i . I 5816 SW Gillcrest ct Portland, OR 9722 I Ph: 503.896.77 12 Submittal Documents VALIDITY OF PERMIT THE ISSUANCE OF A PERMIT BASED ON CONSTRUCTION Structural Calculations DOCUMENTS AND OTHER DATA SHALL NOT PREVENT THE CODE OFFICIAL FROM REQUIRING THE CORRECTION OF ERRORS. OSSC 105.4 Project WALK IN COOLER ANCHORAGE Location 7051 SW Sanburg Ln, Tigard, OR 97223 ��0,O P ROrEss OFFICE COPY 4., NCI"FF %9 � )624K CITY OP TIGARD REVIEW .p MU CODE COMPLIANCE CI " ol�cl3'v �,� approved: 4Rr A4,fij oTc: [ 1 gel, Permit#: rne !iv Go\S L dd rPcc: EXPIRES: 6/30/25 :',gite #: s v: Date: 8.j-7• 2,3 2 _ Project: Sheet# a 5E46 SW Giu.crusT Cr. = Location: PORTLAND.OR 97221 TEL 503.896.7712 Client: lob# Date: I v.... ...—......--___..........,...:______....___________ . . , . - . , 'Pl?'12'Te--C----7 k /•••3 Ft f?''' 0 ts3 tj Act,... .._ i NI CI) 0 LEA.. A4•3‘C'h D R A-G- E. 7 0 S. ( s , - 1 ; ,, TIC__i:3-4-r_b 0 2._ 5-7 '2-7 - ; : •: . . - - ; : - ; ILJA, 0 S 2._-_D 22_ I • • ; t ' i ' . , 1 • ; ; • , ; ; , • ' ! • : ; ; . ; . I , ! 1, i • . ' : . ' • ' • ; . • • • • : ' . "; 1.--i- ,-1-" • : '', ; , '', ''' : : -A'-114;-i-:-C:•.- --.:- ' — eb• ' I.; ‘ • ...... = 0 ea 5 T = (, 0, . , 2 2 /2 22 r r r 21 2 2 ..............55.............5,5 -5.-5.5.-2.555-5-525,55-22 ___.. _.._......._..........._._.. 3 Project: Sheet# S816 SW C1LLCREST CT. Location: FORTLAND,OR 97221 Teo 503.696.7712 Client: Job# - Date: 1 t:: r , , - '_w. W � CMG-«AIQ - psi J. r/� u S =� 2) 2 x ! ,3' x 5p — Z70c) C v � C, =_ 2 Zo '5( s-psc - .,_ zr460 Vb - Cs W , o,s © . 1 1 1 �� 1 52 . 24 Z' ( - y y x x —t 1 `Lq-,1 -__,, , x' >C XI 4 . ire::(...7.•-.' .....3. Project: Sheet# 5816 SW G I LLCIZEST Cr. Location: . PORTLAND,OR 97221 TEL:.503.896.7712 Client: Job# Date: I;- : , . ArT--_-- 4-et__.k.....)tt-- - / k-1,0‘_ti' ii)t.,-, w--s. 2• , • : 2 • : . ... .. • . 2 : : , 2 , ,•• , , • . i".-1 , 4 CZ- Skij , . ( „ f I Lk t k I ,S / .-._ /_ t tdr- . ; • . • , ,. • 2 ,C. ,_ - i os,— . 'F-6-a- A4..)(A-1/4 z • 2. • 2. ..., . 2 2 •. , , , ...tt. , , - 7 •21.21 6 4:,7 . . . . . ,. , - . : I . ' , *- 9 0 .4E: , . 0.... 22 --vi.,‘cl-,D 0 (c... - '• --- . ., •-•,• ,-•,t i --i--; : , ... • 2. ,•., ;.• ..,, p. . . . , . i 1 1 5-II 0 r....._ L . , . . ---77777: / .2 . . , , Trubolt+ Wedge Anchor - Technical Data Tru bolt Meets ASTM B633 SC1,Type Ill specifications for electroplat- Seismic Wedge Anchors ing of 5um=.0002"thickness.This coating is well suited for , ,,r -- , • a .1 • , •a 9 non-corrosive environments. PART THREAD ANCHOR DIA. OVERALL MAX.THICKNESS QTY/WT QTY/WT NUMBER LENGTH Be DRILL BIT LENGTH OF MATERIAL PER BOX PER MASTER In.(mm) SIZE(THREADS) In.(mm) TO BE FASTENED lbs. CARTON PER INCH In.(mm) lbs. CWS-3830 1-5/8 (41.3) 3/8"-16 3 (76.2) 5/8 (15.9) 50/ 5.3 400/ 42 CWS-3836 2-3/8 (60.3) 3/8"-16 3-3/4 (95.3) 1-3/8 (34.9) 50/ 5.9 300/ 35 CW5-3850 3-5/8 (92.1) 3/8"-16 5 (127.0) 2-5/8 (66.7) 50/ 7.3 250/ 37 CWS-1236 2-1/8 (54.0) 1/2"-13 3-3/4 (95.3) 3/4 (19.1) 25/ 5.7 150/ 34 CWS-1244 2-7/8 (73.0) 1/2"-13 4-1/2 (114.3) 1-1/2 (38.1) 25/ 7.0 150/ 40 CW5-1254 3-7/8 (98.4) 1/2"-13 5-1/2 (139.7) 2-1/2 (63.5) 25/ 8.0 150/49 CW5-1270 5-3/8 (136.5) 1/2"-13 7 (177.8) 4 (101.6) 25/ 9.2 150/ 55 CWS-5850 3-3/16 (81.0) 5/8"-11 5 (127.0) 1-1/8 (28.6) 10/ 4.7 100/48 CW5-5860 4-3/16 (106.4) 5/8"-11 6 (152.4) 2-1/8 (54.0) 10/ 5.4 50/ 28 CW5-5870 5-3/16 (131.8) 5/8"-11 7 (177.8) 3-1/8 (79.4) 10/ 6.2 30/ 19 CW5-5884 5-3/4 (146.0) 5/8"-11 8-1/2 (215.9) 4-5/8 (117.5) 10/ 8.0 30/ 25 CWS-3454 3-5/8 (92.1) 3/4"-10 5-1/2 (139.7) 1-1/2 (38.1) 50/ 7.6 30/ 38 CW5-3462 4-3/8 (111.1) 3/4"-10 6-1/4 (158.8) 2-1/4 (57.2) 10/ 8.5 30/ 26 CWS-3470 5-1/8 (130.2) 3/4"-10 7 (177.8) 3 (76.2) 10/ 9.0 30/ 27 CW5-3484 5-3/4 (146.0) 3/4"-10 8-1/2 (215.9) 4-1/2 (114.3) 10/10.5 30/ 32 CWS-34100 5-3/4 (146.0) 3/4"-10 10 (254.0) 6 (152.4) 10/11.9 30/ 36 Strength Design Performance values in accordance with 2015 IBC ITW RED HEADTRUBOLT+and OVERHEAD TRUBOIT+ EDGE ANCHOR DESIGN INFORMATION TESTED TO ICC-ES AC 193 AND ACI 355.2, IN ACCORDANCE WITH 2015 IBC TRUBOLT AND OVERHEAD TRUBOLT+WEDGE INSTALLATION INFORMATION Parameter Notation Units Nominal Achor Diameter(inch) 3/8 1/2 5/8 3/4 Anchor outer diameter do inches 0.361 0.5 0.615 0.7482 Nominal carbide bit diameter dbit inches 3/8 1/2 5/8 3/4 Effective embedment depth hef inches 1-5/8 2 3-1/4 2-3/4 4-1/4 3-3/4 Minimum anchor embedment depth hnom inches 2 2-1/2 3-3/4 3-1/4 4-3/4 4-3/8 Minimum hole depth' ho inches 2-1/4 2-3/4 4 3-1/2 5 4-5/8 Minimum concrete member thickness' hmin inches 4 5 4 6 6 8 6 6-1/4 7 8 Critical edge distance' cac In. 5 3 6 6 7-1/2 6 7-1/2 6-1/2 12 10 Minimum anchor spacing' smin In. 3-1/2 2-1/2 6 5-3/4 4 5-3/4 8 6 6 6 Minimum edge distance' cmin In. 3 6 7-1/2 5 7-1/2 7-1/2 Minimum overall anchor length I inches 2-1/2 3-3/4 4-1/2 4-1/4 6 5-1/2 Installation torque Tinst ft-lb 30 45 90 110 Minimum diameter of hole in fastened part dh inches 1/2 5/8 3/4 7/8 For SI:1 inch=25.4 mm,1 ft-lb=1.356 N-m. t--, f Trubolt+ Wedge Anchor - Technical Data Strength Design Performance values in accordance with 2015 IBC ITW RED HEAD TRUBOLT+and OVERHEAD TRUBOLT+EDGE ANCHOR DESIGN INFORMATION TESTED TO ICC-ES AC 193 AND ACI 355.2,IN ACCORDANCE WITH 2015 IBC TRUBOLT AND OVERHEAD TRUBOLT+WEDGE ANCHOR DESIGN INFORMATION1 Characteristic Symbol Units Nominal Anchor Diameter(inch)4 3/8" 1/2" 5/8" 3/4" Anchor category 1,2 or 3 - 1 1 1 1 Minimum effective embedment depth her in 1-5/8 2 3-1/4 2-3/4 4-1/4 3-3/4 Minimum concrete member thickness Neel in 4 5 4 6 6 8 6 6-1/4 7 8 Critical edge distance cac in 5 3 6 6 7-1/2 6 7-1/2 6-1/2 12 10 Data for Steel Strengths-Tension and Shear Minimum specified yield strength fy psi 60,000 55,000 55,000 55,000 Minimum specified ultimate strength futa psi 75,000 75,000 75,000 75,000 Effective tensile stress area(neck) Ase in' 0.056 0.119 0.183 0.266 Effective tensile stress area(thread) Ase in' 0.075 0.142 0.217 0.332 Steel strength in tension Nsa lbf 4,200 8,925 13,725 19,950 Steel strength in shear,uncracked or cracked concrete" Vsa lbf 1,830 5,175 8,955 14,970 Steel strength in shear-seismic loads Val Ibf 1,545 5,175 8,955 11,775 Strength reduction factor f for tension,steel failure modes' 0.75 0.75 0.75 0.75 Strength reduction factor(for shear,steel failure modes' 0.60 0.65 0.65 0.65 Data for Concrete Breakout Concrete Pryout Strengths in Tension and Shear Effectiveness factor-uncracked concrete kuncr - 24 24 24 24 Effectiveness factor-cracked concrete kcr - 17 17 17 17 Modification factor for cracked and uncracked concrete' 'Wc,N 1.0 1.0 1.0 1.0 Coefficient for pryout strength kcp 1.0 1.0 2.0 2.0 2.0 Load-bearing length of anchor le in 1.625 2.0 3.25 2.75 4.25 3.75 Strength reduction factorqs for tension,concrete failure modes,Condition B' 0.65 0.65 0.65 0.65 Strength reduction factor 4,for shear,concrete failure modes,Condition B' 0.70 0.70 0.70 0.70 Data for Pullout Strengths Pullout strength,uncracked concrete Np,uncr lbf See Footnote' _ See Footnote' 6,540 5,430 8,900 See Footnotes Pullout strength,cracked concrete Np,cr Ihf See Footnote' See Footnote' See Footnote' See Footnote' Pullout strength for seismic loads Neil lbf See Footnote' See Footnote' See Footnote 5 6,715 See Footnote' Strength reduction factor ffor tension,pullout failure modes,Condition 8' See Footnote' 0.65 0.65 See Footnote' Additional Anchor Data Axial stiffness in service load range in uncracked concrete buncr lbf/in 100,000 250,000 250,000 250,000 Axial stiffness in service load range in cracked concrete bcr lbf/in 40,000 20,000 20,000 20,000 For SI:1 inch=25A mm,1 in2=645.16mm2,1 lbf=4.45 N,1 psi=0.006895 MPa,1 lbf•102/in-17,500 N/m. 'The 1/2"5/8"and 3/4"diameter Trubolt+Wedge Anchors are ductile steel elements as defined by ACI 31801.The 3/8"diameter Trubdlt+is considered ductile under tension loading and brittle under shear loading. 'All values of 4s apply to the load combinations of IBC Section 1605.2,ACI 318 Section 9.2 or UBC Section 1612.2.If the load combinations of Appendix(or UBC Section 1909.2 are used,the appropriate value of fp must be determined in accordance with ACI 318 0.4.5.For installations where reinforcement that complies with ACI 318 Appendix D requirements for Condition A is present,the appropriate 4 factor must be determined in accordance with ACI 318 0.4.4. 'For all design cases Wc,N=1.0.The appropriate effectiveness factor for cracked concrete(kcr)or uncracked concrete(kuncr)must be used. 'The actual diameter for the 3/8'diameter anchor is 0.361"for the 5/8"diameter anchor is 0.615"and the 3/4"diameter anchor is 0.7482'. 'Anchor pullout strength does not control anchor design.Determine steel and concrete capacity only. 6 Steel strength in shear values are based on test results per ACI 355.2,Section 9.4 and must be used for design. r�r n'iLi M-P t 7\•n7:\; Trubolt+ Wedge Anchor - Technical Data Strength Design Performance values in accordance with 2015 IBC TRUBOLT AND OVERHEADTRUBOLT+WEDGE ANCHOR ALLOWABLE STRESS DESIGN(ASD)VALUES FOR ILLUSTRATIVE PURPOSES Anchor Notation Anchor Embedment Depth Effective Embedment Depth Allowable Tension Load (inches),hnom (inches),hef (Ibs) 3/8 2 1-5/8 1,090 1/2 2-1/2 2 1,490 3-3/4 3-1/4 2,870 5/8 3-1/4 2-3/4 2,385 4-3/4 4-1/4 3,910 3/4 4-3/8 3-3/4 3,825 For SI:1 inch=25.4 mm,1 ft-lb=4.4511. Design Assumptions: 1 Single anchor with static shear load only. 'load combinations from 2006 IBC,Sections 1605.2.1 and 1605.3.1(no seismic loading). J Thirty percent dead load and 70 percent live load,controlling load combination 1.2D+1.6L °Calculation of weighted average:1.2D+1.6L=1.2(0.3)+1.6(0.7)=1.48 'Values do not include edge distance or spacing reductions. ITW RED HEAD TRUBOLT+and OVERHEAD TRUBOLT+WEDGE ANCHOR DESIGN INFORMATION FOR INSTALLATION IN THE SOFFIT OF CONCRETE FILL ON METAL DECK FLOOR AND ROOF ASSEMBLIES TRUBOLT+ AND OVERHEAD TRIJBOLT—WEDGE ANCHOR DESIGN INFORMATION Nominal Anchor Diameter 3/B" 1/2" 5/8" Characteristic Symbol Units Upper/Lower Upper/Lower Lower Only Lower Only Lower Only het=1-5/8" hef=2" het=3-1/4" hef=2-3/4" hef 4-1/4„ Pullout strength,uncracked concrete over metal deck Np,deck,uncr Ibf 2,170 2,515 5,285 3,365 6,005 Pulloutstrength,cracked concrete over metal deck Np deck,cr lbf 1,650 1,780 4,025 2,405 5,025 Reduction factor for pullout strength in tension,Condition B r -- 0.65 Shear strength,uncracked concrete over metal deck Vp,deck,uncr lbf 1,640 2,200 3,790 2,890 6,560 Reduction factor for steel strength in shear -- 0.60 0.65 Anchor embedment depth hnom in 2.0 2.5 3.75 3.25 4.75 For SI: 1 inch=25.4 mm, 1 lbf=4.45N Trubolt+ Wedge Anchor - Technical Data • ITW RED HEAD TRUBOLT+WEDGE ANCHOR DESIGN INFORMATION TESTED TO ICC-ES AC 193 • AND ACI 355.2,IN ACCORDANCE WITH 2015 IBC TRUBOLT STAINLESS STEEL WEDGE ANCHOR DESIGN INFORMATION1 Characteristic Symbol Units 1/2" 5/8" Anchor category 1,2or3 1 1 Minimum effective embedment depth hef in 2 3-1/4 2-3/4 4-1/4 Minimum concrete member thickness hmin in 4 6 6 8 6 6-1/4 Critical edge distance cat in 6 6 7-1/2 6 7-1/2 6-1/2 Data for Steel Strengths-Tension and Shear Minimum specified yield strength fy psi 65,000 65,000 Minimum specified ultimate strength luta psi 100,000 100,000 Effective tensile stress area(neck) Ase In' 0.119 0.183 Effective tensile stress area(thread) Ase in' 0.142 0.217 Steel strength in tension Nsa lbf 11,900 18,300 Steel strength in shear,uncracked or cracked concrete" ysa lbf 7,265 10,215 Steel strength in shear-seismic loads Veq Ibf 5,605 8,105 Strength reduction factorf for tension,steel failure modes' 0.75 0.75 Strength reduction factor(for shear,steel failure modes' 0.65 0.65 Data for Concrete Breakout Concrete Pryout Strengths in Tension and Shear Effectiveness factor-uncracked concrete kuncr — 24 24 Effectiveness factor-cracked concrete kcr — 17 17 Modification factor for cracked and uncracked concrete' Yc,N — 1.0 1.0 Coefficient for pryout strength kcp — 1.0 2.0 2.0 • Load-bearing length of anchor le in 2.0 3.25 2.75 9.25 Strength reduction factor ffor tension,concrete failure modes,Condition B' 0.65 0.65 Strength reduction factor f for shear,concrete failure modes,Condition B' 0.70 0.70 Data for Pullout Strengths Pullout strength,uncracked concrete Np,uncr Ihf See Footnote° 6,540 5,430 8,900 Pullout strength,cracked concrete Np,cr lbf See Footnote° See Footnote° Pullout strength for seismic loads Neg lbf 2,345 See Footnote' Footnote" Strength reduction factor(for tension,pullout failure modes,Condition B' 0.65 0.65 Additional Anchor Data Axial stiffness in service load range in uncracked concrete bona lbf/in 250,000 250,000 Axial stiffness in service load range in cracked concrete bcr lbf/in 20,000 20,000 For 51: 1 inch=25.4 m m,1 in2=645.16mm2,1 lbf=4.45 N,1 psi=0.006895 MPa,1 lbf•102/in-17,500 Wm. 'The 1/2"and 5/8"diameter Trubolt+Wedge Anchors are ductile steel elements as defined by ACI 318 D.1. 'All values off apply to the load combinations of IBC Section 1605.2,ACI 318 Section 9.2 or LIB(Section 1612.2.If the load combinations of Appendix(or UBC Section 1909.2 are used,the appropriate value of f must be determined in accordance with ACI 318 D.4.5.For installations where reinforcement that complies with ACI 318 Appendix 0 requirements for Condition A is present,the appropriate f factor must be determined in accordance with ACI 318 D.4.4. 'For all design cases Wc,N=1.0.The appropriate effectiveness factor for cracked concrete(kcrl or uncracked concrete(kuncr)must be used. 'Anchor pullout strength does not control anchor design.Determine steel and concrete capacity only. 'Steel strength in shear values are based on test results per ACI 355.2,Section 9.4 and must be used for design. TRUBOLT STAINLESS STEEL WEDGE INSTALLATION INFORMATION Parameter Notation Units 1/2 5/8 Anchor outer diameter do inches 05 0.615 Nominal carbide bit diameter dbit inches 1/2 5/8 Effective embedment depth hef inches 2 3-1/4 2-3/4 . 4-1/4 Minimum anchor embedment depth hnom inches 2-1/2 3-3/4 3-1/4 4-3/4 Minimum hole depth' ho inches 2-3/4 4 3-1/2 5 Minimum concrete member thickness' hmin inches 4 6 6 8 6 6-1/4 Critical edge distance' cac In. 6 6 7-1/2 6 7-1/2 6-1/2 Minimum anchor spacing' smin In. 6 5-3/4 4 5-3/4 8 6 Minimum edge distance' cmin In. 6 7-1/2 5 Minimum overall anchor length I inches 3-3/4 4-1/2 4-1/4 6 Installation torque Tinst ft-lb 45 90 Minimum diameter of hole in fastened part dh inches 5/8 3/4 For 51:1 inch=25.4 mm,1 ft-lb=1.356 N-m.