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Specifications (3) INTERNATIONAL SEISMIC APPLICATION TECHNOLOGY (I. S. A. T.) r:. \1V) Custom Engineered seismic Brac7 n of Non- structural Components SAP °U n� �V � k-c M itr b,.rae . . @ g,. •_..,,N, : f r.._r, *`i' �a'�Nma v =+€si+ • INTERNATIONAL SEISMIC APPLICATION TECHNOLOGY Submittal Documents STRUCTURAL CALCULATIONS AZH JOB NUMBER: AZH -08 -508 45 KVA TRANSFORMER SUPPORT WINCO FOODS B.L9P2CO5 COO 7� City of Tigard • . TIGARD OR ,� ( vs � A •oe•Flans w � . F 9 " ti B ,111,1 Date c 7126 t PE — 7 1 50 ( i --0•�r Prepared By: � e. r. i o, °` C AB KP PIRES: 06/30 • Consulting Engineers AZH Consulting Engineers 10175 Sw Barbur Blvd., Suite 200B, Portland, OR 97219 Ph: 503 - 892 -9700, Fax: 503 - 892 -9797 International Seismic Application Technology 14325 N.E. Airport Way, #113, Portland, OR 97230 OFFICE COPY This set of calculation is based on the loads and assumptions stated within the set. If these loads and assumptions are not correct, this set should be revised. The adequacy of the existing structure is the responsibility of others. JOB W (NCo F o, - ,/ Mp` 1 •;'� -,• i 'F •gin AZH CONSULTING ENGINEERS g ;' ��. SHEET NO. Sh � OF .1 '^`tl "a'"` ` i 1 , , 'st ° '""""' 1 0 1 7 5 S W B A R B U R BLVD. W / c� - 4 SUITE D zoos C BY �� DATE S/ O G - . PORTND, R 111 PH: 503 .99O2.9700 9721 9 FAX: 503,892.9797 CHECKED BY DATE CONSULTING ENGINEERS �� EP - Ogg CO PROJECT NO. �- l : . : '7.. ' \ - c ( )57 -- Jo1 _ST .5 1r K12 .q' ...5 /NGLE S rw 7 P I l X g� X y �. g • y .. pL i47 E \ wsN L' _ ..._ _ _ _ I I!. 9: 11 ,/ ��. J r3o1T - P .:, .Akq.$41.4,4 1 : \s, ,-...., v . 0k© S -ti FrcN S �.N. k'�N uV I to ,�1�• i `. . : :. :) 8 Sr rr , ,,, Ai,c.,c.....,,„„),,,, .s i ' . (e) 57 -eL S'0 1sT ylrArT/oN Vie LO . �` g lo DROPS, r 1 . ' # ' # c E Pe,_ pRoVI pE S't'r •E7Q,,S' l S 1--- Pfl E�•Z . . 1 7 - P ie i 4T -F"'c .. _ : ct.1 'i::bw -ice 0PpaR. R.1"..147 ............... ■6.)0:2A ■ Lcw. .............. R;<} I t�s,-ryR ��O PROA- .<* .. �.�.. ds r�i:4 — :. ■ ``' 7126 E r iir (E) 57-EEL . .. - GoN.. ,�o15TS I e.i : V° v le KAVP' -, . 0 Ft_i4 V t 67 v.i NT3 _ . . [EXPIRES: POP/ 09 I STRUCTURAL. - CONSTRUCTION MANAGCMeNT - • SEISMIC BRAGNG - - ENGINES RING DRAfTING - 2 EA. 1/2'0 HEX BOLT WASHER AND —� 3 EA. 1/2" 0 HEX BOLT WASHER ABHWS ,•� STRUT NUT TYP. TORQUE TO 50 LBS. ABHWS 4,...\ ,� AND STRUT NUT TYP. TORQUE \` OR PER MFG RECOMENDATIONS,Th TO P M iel \ WHICH EVER IS HIGHER RECOMENDATIONS LBS OR ER , WHICH FG IMINN \ \ \ )1/4 UNLESS OTHERWISE EVER IS HIGHER Y, SPECIFIED SEC. A - A ALL DETAILS (TYP.) RCHWS TO ABHWS \\ RCHWS OR RCHW TO ABHWS � � ABHWS ` .� RCHW DETAIL "A" P ` \�� DETAIL "B" 4 EA. 1/2' 0 HEX BOLT WASHER ABHW ,k ,• • AND STRUT NUT TYP. TORQUE RCHW —��� -• , TO 50 LBS OR PER MFG • \� , \•' RECOMENDATIONS, WHICH ` EVER IS HIGHER \.RCHW RCHW TO RCHW TO ABH DETAIL "D" � � 3/4" MIN, ABHW ' ABF ‘ • •�' 7/8' MAX. ABHW 1/2 "0 HEX BOLT AND k -• `* - \ WASHER, TORQUE , -• , TO 50 LBS \ \ < -•� 9/16'0 HOLES IN HSS ' \ \ CENTERED ON WIDTH ABHW TO ABHW \ ABF TO ABF •• HSS , � �- 1 -7/8' \ •' ABHW DETAI 'F' D�fA�L "F' ABF HSS CONNECTION DETAILS \_ I (TYP. FOR ALL BRACKETS) DETAIL '0' I FOR USE WITH PAGE E1 I STRUT NUT RIGID BRACE ASSEMBLY DETAILS WV& . . :,: international Seismic Application Technology 14848 E. Northam Street, La Mirada, CA 90638 877-999-4728 (Toll Free) 714- 523 -0845 (fax) www.isatsb.com k V kid21111 Rev. O 1 Page Model Law Structural Engineer E2.2 NCEES No. 20675 • A 1 2MAXr 4' MAX i A MAXIMUM SPACING 4' MAX I — BETWEEN ROD V .1 DIM 'A' — ii, 2' MAX. STIFFENER ` CLIPS DIM.'B° '!r 2" MAX. Y 4 MAX n i . - .ROD IS • 4' MAX. 4' MAX FA �i, ,, 2" MAX CONTINUOUS w DETAIL AT MULTI - TIERED i I I TRAPEZE SYSTEMS lip 2' MIN. 1 c CHANNEL 1 5/8" x 1 5/8' x 12 GA, "' FOR MAX. LENGTH OF 9' -0" CHANNEL 1 5/8" x 1 5/8" x 12 GA. BACK TO BACK FOR MAX. LENGTH Rod Stiffener Chart OF 15 -0" (NOT SHOWN) Dim. A Dim. B % " RC -1 ROD STIFFENER Maximum Maximum I (1 � ( (3/8" THRU 5/8' Threaded Rod Length Spacing � 1 1 ROD DIAMETER) Rod Without Between L .' Diameter Stiffener Rod Stiffeners CHANNEL 1 5/8" x 1 5/8" x 12 GA. Inch Inch Inch FOR MAX. LENGTH OF 9' -0" 3/8 16 20 - C HANN EL 1 ' x " x 12 . 1/2 18 22 L F OR M AX. LENGTH 5/8 OF 3114 15 -0 GA 5/8 24 28 3/4 30 30 ° % (NOT SHOWN) 7/8 40 40 ,: ' " RC -2 ROD STIFFENER (5/8" THRU 1 46 46 1 1/2" ROD DIAMETER) 11/8 54 54 1 1/4 58 58 NOTICE: ROD STIFFENING REQUIRED ONLY FOR HANGER 1 3/8 66 66 RODS TO WHICH SEISMIC BRACING HAS BEEN INSTALLED. 1 1/2 72 72 TIGHTEN STIFFENER NUT TO FINGER TIGHT PLUS 2 FULL TURNS OF THE NUT ROD STIFFENING REQUIREMENTS + s 1 ".: T � � a r. r ♦ ' Fj R International Seismic Application Technology 14848 Northam Street, La Mirada, CA 90638 877- 999 -4728 (Ton Free) 714- 523 -0845 (fax) www.isatsb.com • Rev. 0 11/01/06 Page Model Law Structural Engineer G1 NCEES No. 20675 JOB W IN CC.) <'. C iiiiii 4.1.: . AZH CONSULTING ENGINEERS SHEET NO. l OF ; r / , 1 10175 SW BARBUR BLVD. LUITE CALCULATED BY T / ¢ ., OR PORTLAND, OR 97279 D� DATE g/ Q E 1 PH: 503.892.9700 jjj FAX: 503.892.9797 CHECKED BY DATE CONSULTING ENGINEERS /- EN Dg- O 8 PROJECT NO. FR 0•.\ Cr 1 FoR/A o • . .S& /S w1(c...... ,De :CE e- /tic NUN G, 7v\7 A Su Ppo Fz .... ,A ... ti-i-6 V.) f N G p 3vli /!uc. co)> E_ _ 6 / C / 7 _ • • STRUCTURAL- - CONSTRUCTION MANAGEMENT. - SEISMIC BRACING • • ENGINEERING DRArnuG • JOBS IN c o fo o2�S • AZH CONSULTING ENGINEERS SHEET NO. Or .try, xv� # ;i - `err t: -g T I 01 75 SW BARBUR BLVD. 'i•4� PO RTLAN SUITE D 2008 OR 972 9 CALCULATED BY AS DATE 2 O 2 „ 1 PH: 503.092.9700 FAX: 503.892.9797 CHECKED BY DATE CONSULTING ENGINEERS /� r�- PROJECT NO. / 2/ �e J 0 O p ECG U' / p E7v '- ..1.7 / /vim - TR,4- A1sf-or2 c R 5 �� �� ap \ S' _1r r 3 " F2fti LS , 1 • M V/ -- avMMIN11011.® f'�PrN U 1�w • 5TTI • CONSTRUCT0N MANACEMENT - - SEISMIC BRACING • - ENGwEE OWING • JOB W (N C C' FD d -C' c f gg i II . AZH CONSULTING ENGINEERS SI [ELT NO. 3 OF t s. » a1 : �' W''"'� + � 10175 SW BARBUR BLVD. ` ,'yFF SUITE 2 0 0 8 / 1. ' � � �` PORTLAND, OR 9721 9 CALCULA"1'EU BY �, S DATE S O C'; _ ' PH: 503.892.9700 FAX: 503.892.9797 CHECKED BY DATE CONSULTING ENGINEERS /� f� r� PROJECT NO. 61 zl i ^ 0�"' J 0g i G e 7Rvr uPp z iz/4 -►c_ • --- _7_7 ©� 7 .6_ i ag-kok ii P� 1 - # 7 z J8d " Li x q ........ ....... / B. gINGG-E —RU B .. . U kV 13.12 4`t D cL E+7tt 751`c7 o Q: il = 3 X , & � K. 0. 7 q ..... -c°/'2 i% . . S 1,0 C; c 5.. 4---1 -.u.r . o .. .. . Sow /$PML IAJ cgtFli•SD • • ................ ............................... ... • 57 • CON5TRUCTION MANAGEMENT - - SEUMIC BRAGNG • - ENGINEERING DRAFTING - • L i • �( 2006 iBC - SEISMIC DESIGN FORCE SDF CALCULATION WORKSHEET '.Y'z ,tio...!:' °''f'i INTERNATIONAL SEISMIC APPLICATION TECHNOLOGY IN7ERN EISMIC,: 14848 Northam St., La Mirada, CA 90638 • APPLICATION TECHNOLOGY: PHONE 877- 999 -4728 FAX 714 -523 -0845 • Date: 8/12/2008 Project Name: WinCo Foods • Project Zip Code: 97223 • • Location: Tigard, OR Contractor: Prairie Electric • • • Vibration Isolated Suspended Electrical Equipment • PROJECT SEISMIC ENGINEERING PARAMETERS • • Note: The following Seismic Criteria was obtained from the structural portion of the project documents. Information not provided in • the project documents has been derived from the code sections or tables noted below. Design spectral response acceleration (5% Damped),at short periods (Section 11.4.4) Sns = 0.761 Information may not appear for the variables below If S os Is shown on the line above: • The MCE, 5% damped, spectral response acceleration at short periods (Section 11.4.3) Skis = N/A • • Mapped MCE, 5% damped, spectral response acceleration at short periods (Section 11.4.1) • S = N/A Short - Period site coefficient (at 0.2 s- period); (Section 11.4.3) . F = N/A Mapped MCE, 5% damped, Spectral Response at a period of 1s (Section 11.4.1) S = N/A • Site Class (Table 20.3 -1) • Site Class = N/A Seismic Design Category (Table 11.6 -1) Seismic Design Category = D Information may not appear for the variables below If Seismic Design Category is shown on the line above: Occupancy Category (Table 1 -1) Occupancy Category = III Component Importance Factor (Section 13.1.3) I ° 1.00 . Component Amplification Factor (Table 13.6 -1) a p = • 2.50 Component Response Modification Factor (Table 13.6 -1) R - 2.50' • . Average Roof Height of Structure Relative to the Base Elevation • h = 28.00 "Tables and Sections noted above derive from the ASCE 7 -05 per.IBC 2006. • 2006 IBC SEISMIC FORCE (F CALCULATION (FROM ASCE 7 -05, CHAPTER 13) • F = 0.4a x (1 +2(z/h)) (Eq. 13.3 (R „li Floor # / z F * F shall not be less than ' F need not be greater than F ** F I1.4 Story (Ft) p 0.3 xS Ds xl p xW p = 1.6xS = p �. Grade 0 0.30 0.23 1.22 0.30 / 0 Roof 28 0.91 . 0.23 _ 1.22 0.91 ' ( 0.65 • • • • z = Overhead Deck Elevation From Grade (ft.) F = As calculated per equation 13.3 -1. • • ,F' " = Value used for design, resultant after comparison to minimum & maximum limits. • F,/1.4: Converts Fp to "Allowable Stress Design ". Use this value in conjunction with ISAT Bracing Tables. • ~ RIGID BRACING REQUIREMENTS r ' , = MEC 4NICALFTEQ =ROD HUNG. <?; a';'`,,., . N ". ``x=1 0;is^ . a iiiiik � .�..�� 7•� � .. �,, .. ...t : " ' w ' - Q ' M U M EISMIC'DESIGN FORCE .,- ,,. - • ... ..... ...... .. _., _.... . zr�;: �.;: i�ar, �:,. w. a� taty ' ...:: ..c;,w,:sti�....,.^:.L�a,,,.... .-�.. Requires Use of ISAT Seismic Brackets. Use of Any Non -ISAT Bracket Voids Engineering. 2006 International Building Code Comp liant p "' P Equipment Support Rod =,., ;„ BRACING ;;, REQUIREMENTSA'%7 rt, l ;,' ; LONGIT ,UDINALBRACING i . , 9 Maximum Total Vertical Brace t Min. Min. Brace Anchorage.' Brace Min ' . Min. Brace Anchorage Operating Vertical Support Reaction Brace Form Pour' Metal Reaction Brace . Form Pour' Metal S • Weight Load Rod Dia. P Assembly Deck Deck P Assembly Deck Deck (lbs) (lbs) _ (in.) (Ibs) Page El Page 191 Page D2 (lbs) Page El Page 01 Page 02 `� • .......... - ... • - ',1 - Niay . Transverse Braa.Patterti :(B38:0),'Lz <;= ;y �- �� 3- Way: Tiaris: L' or8lfudlriat, Biace 'Pattem.1818.0)=:- ;= -:_. 25 33 3/8 25 RB3 N1 L1 12 RB3 N1 Lt 50 65 3/8 49 RB3 N1 L1 25 RB3 N1 Li 75 98 3/8 74 RB3 N1 L1 37 RB3 N1 Li 100 130 3/8 99 RB3 N1 Li 49 RB3 N1 L1 200 260 3/8 198 RB3 N2 L2 99 RB3 N1 L1 300 390 3/8 297 R83 N3 L3 148 RB3 4 L2 `::_ -': _iNi ", �'; , ±t'k`if : ,i ",c - - - :f ^:; - WAYYSPL'AY BRACING. 9 . °r, - - ....? "1"S,` ,, -_ 4=ROD'SUPPORT; ..,.e•) .,;: ^, n" .. '`MW6 S 15 • Brace , Pattem 1 ' "� - "" +� 500 238 3/8 175 RB3 N2 L2 750 356 3/8 263 RB3 N3 L3 1,000 475 3/8 350 R83 N4 L4 2,000 950 1/2 700 RB11 N7 L7 3,000 1,425 1/2 1,050 RB13 N11 L11 4,000 1,900 5/8 1,400 RB22 N14 1.14 5,000 2,375 3/4 1,750 RB34 N18, L18 6,000 2,850 3/4 2,100 RB35 N21 L21 • 6,200 2,945 3/4 2,170 RB35 N22 L22 _ , ,,, `,v ' -tti f ' . ', :' *'_' :. :: ',ty . ._' ;: WAX' S PL. AY ,=;. - B RACING.REQUIREMENTS,:4; , �_'�' - i SU PORT , r: '; �'- ';: B' Way l Spay' Brace Pa ttemy(818:2 ?4 ,: 3-ta 7,500 I 3,563 l 7/8 1.750 I RB44 I N18 '' ' j = L18 1. TVL = DL + Fv + (0.2S x Wp). All Terms Are Working Loads. 6. As An Alternate, Brace Anchorage Connections To Structure May Be Employed Using Any Detail From 2. Not Used Structural Connections Section - D' Series Details Where Assembly Design Value Meets Or Exceeds 3. At Max. 45 Degree Brace Inclination, Where Brace Inclination Exceeds 47.5 Degrees. Brace Reaction. Reduce Brace Spacing 50% From That Shown. 7. For Trade Specific Bracing Installation Notes. Refer To Page 9.1. 4. Min. 3,000 psi NWC. Any 'N Series' Connection May Be Utilized Having A Numeric 8. Vertical Support Connections May Be Selected From The - G' Series Details Where Designation Equal To Or Higher Than That Shown. Design Value Meets Or Exceeds Rod Total Vertical Load 5. Min. 3,000 psi NWC or LWC. Any "L Series' Connection May Be Utilized Having International Seismic Application Techno logy 14848 Northam Street, La Mirada, CA 90638 • 877 - 999 -4728 (Toll Free) 714 -523 -0845 (Fax) www.isatsb.com a V ticsautien Rev.O v n � 11/01/07 1 Model Law Structural Engineer Page - NCEES No 20675 031. 0 2007, 1. S A. T.. All rights reserved. • • • Directory - ISAT.Rigid Brace Assemblies ISAT Seismic Brackets Rigid Maximum Bracket Brace Assembly' Brace .,' " ISAT Brace Rod Lower Upper Channel Brace Arm Connection Desl.n Value (P) Assembly t Assembly' Diameter' Bracket Bracket Brace Arm Length To Strut To Rod Not To Rod Detail Inch Page F_ Page F_ Page H2 Ft Inch Lbs Lbs Page E2._ R81 3/8 RCHWS38 ABHWS Al Solid 4.5 1 1/2 Boll 700 700 A RB2 3/8 RCHWS38 ABHWS B1 Slotted 9 1 1/2 Bolt 900 900 MI 3/8 RCHWS38 ABHWS B1 Solid 9 (1) 1/2 Bolt 950 950 3/8 • RCHWS38 ABHWS B2 Solid 15 (1) 1/2 Bolt 950 950 - RB10 1/2 RCHWS12 ABHWS B1 Slotted 9 1 1/2 Bolt 900 900 A RB11 1/2 RCHWS12 ABHWS B1 Solid . 9 1 1/2 Bolt 950 950 A RB12 1/2 RCHWS12 ABHWS B2 Solid • 15 1 1/2 Bolt 950 950 A R813 1/2 RCHWX12 ABHW B2 Solid 10 2 1/2 Bolts 1,860 1,860 C • R1314 1/2 RCHWX12 RCHWX12 82 Slotted 10 2 1/2 Bolts 2,000 2,000 0 RB15 1/2 , RCHWX12 •RCHWX12 B2 Solid 10 (2) 1/2 Bolts 2,185 2,185 D ' RB20 5/8 . RCHW58 . ABHWS B1 Slotted 9 1 1/2 Bolt 900 900 ' B RB21 5/8 . • RCHW58 ABHWS B1 Solid 9 1 1/2 Bolt • 1,200 1,200 B . RB22 5/8 RCHW58 ABHWS 82 Solid 10 . 1 1/2 Bolt 1,500. 1,500 B .RB23 • 5/8 RCHW58 ABHW ' B2 Slotted 10 2 1/2 Bolts 1,860 1,860 C RB24 5/8 RCHW58 ABHW B2 Solid 10 2 1/2 Bolts 1,860 . 1,860 . C RB25 5/8 RCHW58 RCHW58 B2 Solid 10 (2) 1/2 Bolts 2,185 2,185 D RB30 • 3/4 RCHW34 ABHWS 81 Slotted 9 1 1/2 Bolt 900 900 6 RB31 3/4 RCHW34 ABHWS 81 Solid '9 1 1/2 Bolt 1,200 1,200 B • RB32 3/4 RCHW34 ABHWS B2 Solid ' 10 1 1/2 Bolt 1,500 1,500 B RB33 3/4 RCHW34 ABHW 82 Slotted 10 2 1/2 Bolts 1,860 1,860 M RB34 3/4 RCHW34 ABHW B2 Solid 10 2 1/2 Bolts 1,860 1,860 RB35 3/4 RCHW34 RCHW58 B2 Solid 10 (2) 1/2 Bolts 2,185 2,185 . D RB40 .7/8 RCHW78 ABHWS B1 Slotted 9 1 1/2 Bolt 900 900 8 RB41 7/8 RCHW78 ABHWS 131 Solid . 9 1 1/2 Bolt 1,200 1,200 B R842 7/8 RCHW78 ABHWS . B2 Solid 10 1 1/2 Bolt 1,500 1,500 B RB43 7/8 RCHW78 ABHW B2 Slotted 10 2 1/2 Bolts 1,860 1,860 C RB44 7/8 RCHW78 ABHW B2 Solid . 10 2 1/2 Bolts 1,860 1,860 C RB45 7/8 RCHW78 RCHW58 B2 Solid 10 (2) 1/2 Bolts 2,185 2,185 D R850 1 RCHW100 ABHWS B1 Slotted 9 1 1/2 Bolt 900 900 B RB51 • 1 RCHW100 ABHWS 81 Solid 9 1 1/2 Bolt 1,200 1,200 B RB52 1 RCHW100 ABHWS B2 Solid 10 (1) 1/2 Bolt 1,500 1,500 B RB53 1 RCHW100 ABHW B2 Slotted 10 (2) 1/2 Bolts 1,860 1,860 C RB54 1 'RCHW100 ABHW 82 Solid 10 2 1/2 Bolts 1,860 1,860 C RB55 •1 RCHW100 RCHW58. 132 Solid . 10 (2) 1/2 Bolts 2,185 2,185 D RB60 N/A ABF12 . ABF12 B1 Solid 9 (2) 1/2 Bolts N/A 1,200 • F RB61 N/A ABHWS ABHWS B1 Solid 9 1 1/2 Bolt N/A 1,200 A RB62 N/A ABF34 ABF34 B1 Solid 9 2 1/2 Bolts N/A 1,200 F RB63 N/A • ABHW ABHW B2 Solid 10 2 1/2 Bolts N/A 1,860 E • . RB64 N/A ABF12 ABF12 B2 Solid 10 (2) 1/2 Bolts N/A 1,865 F RB65 N/A ABF34 ABF34 B2 Solid 10 (2) 1/2 Bolts N/A 2,400 F • • RB66 N/A ABF34 ABF34 HSS 22 (2) 1/2 Bolts N/A 3,335 G l • 1. Typical Rigid Brace Arm Assembly Details, Page E2.1, E2.2. • 2. Use of Any Non ISAT Bracket Voids Engineering. • 3. B2 Solid Channel Up To 15 Ft. Maximum May Be Substituted For Any Brace Arm Where P< 1,400 Lbs. HSS 3 1/2" x 3 1/2" x 1/4" x 22 Foot Maximum May Be Substituted For Any Brace Arm Where P < 2,400 Lbs. 4. At Nominal 45 Degree Brace Angle. _. :^ .,,, A d , 4 c ps N vi+ ir ;' • international Seismic Application Technology • 14848 Northam Street, La Mirada, CA 9063E 877- 999 -4728 (Toll Free) 714-523-0845. (fax) 'www.isatsb.com „ mr. R EV -1 • • ® ':: 10/01/07 Model Law Structural Engineer . page NCEES No. 20675 . E? • ••::P_RODU.C:T:SPECIFICATION: DR,AWING:; • • .z.-"".".._.--.._., QUICK STRAP® #QS -120 ���. : :S ei s m ic support for water heaters • : CIT • . i • • .. .....:.: . ,, Stra " " , , .' ' • :: ' • •' i • 5i : i : i : , ...... :• . : f . • 55.00•''• 1:50:(0010. o010000I0 .... .. .. °H°. o f :14X:SLOTS •.17 X':85 ON :1.00 CENTERS. ' ALL D IN INCHES ....... 9x �p z8 N:1:50.CENTERS. . AL DIMENSIONS: IN J -Chp Carriage Bolt, #3/8 -16 x 3.0" long .,. . 3/8 ",Hex Nut: The QUICK :STRAP® #QS- 1:20.: is a seismic/earthquake :support system for water heaters up 0::120 ga ions :in tze: The system )Includes:: (4) Straps; (2) J- Clips, (2) 318 "' Carriage Bolts and (2) „318 ".:Hex:Nut The Quick Link® :: system "allows for.. full:;a'djustment from the front.;side of the water heater. • . ................ . P tOd titt Information - - . .... ACCEPTABLE Material: Strap 24 gage galvanized METHOD • California Division State Architect.(DSA) approval #98 -018 _... Product= Submittal . U PC./ IPC./ IAP'MO listed F3 Job Name. D ate .:... ..p Part Number •.- • - • " • THIS INFORMATION IS PROPRIETARY I IUBBARO ENTERPRISES ANO Architect Owner: w - / iS: SUBJECT : TO CHANGE WITHOUT NOTICE: ANY REPRODUCTION IN {�� ' � C � � � • "..::: PART Oit WHOLE WITHOUT THE' WRITTEN PERMISSION CF HUSBARDENTERPRISES ` ISPROHIBITED. • Contr actor_ , • {�owtP p�'t��i�Gi; ... .H U ES... B BA RD EIV7 E'RPRI D • roLOLya Notes ttc . :: " "ConveRJng Makeshift Methods info Engineered Solutions'.' -.. - _- - -. • _ 2560 PROGRESS STREET /VISTA; CA 92081 /;800.;321 =0316 OR 760- 744 -6944 / • FAX: 760 774470507 /; WW .HOLDR ITE.COM -: • spec_QS =120 RevE , i t GENER CONTRACTORS & CONSTRUCTION MA us t 12400 West Overland Road, Boise, Idaho 83709 \ : 9 I Phone (208) 362 -3040 FAX (208) 362 -3113 S L P 1 220:3 _ www.esiconstruction.com , ENGINEERED STRUCTURES INC. CITY OF TIGARD LETTER OF TRANSMITTAL # 0813 -209 Contras [51.651OsCOB J7 0J TO:. DATE: ESI Jobsite (0813) 8/21/2008 7500 DARTMOUTH ROAD TIGARD, OR 97223 REFERENCE: WINCO #23 REMODEUEXPANSION 7501 SW DARTMOUTH ROAD ATTN: MIKE TSU TIGARD, OR 97223 PHONE: FAX: ESI Job Number: 0813 - WE ARE SENDING: ❑ Samples ❑ Prints ❑ Contracts ❑ Literature ❑ Shop Drawings ❑ Change Orders ❑ Specs 0 Submittals ❑ Other COPIES ITEM REV DESCRIPTION REMARKS STATUS 2 210500 -01 Fire Suppression - Product Data (see spec) Approved 2 210548 -01 Vibration & Seismic Controls for Fire Supp. - Approved Product Data 2 211313 -01 Wet -Pipe Sprinkler - Product Data Approved 2 211313 -02 Wet -Pipe Sprinkler - Shop Drawings Approved 2 211313 -03 Wet -Pipe Sprinkler - Coordination Drawings Approved 2 211313 -07 Wet -Pipe Sprinkler - Test Reports (flow, Approved field, etc.) 2 283111 -01 Digital Fire Alarm System - Shop Drawings Approved 2 283111 -02 Digital Fire Alarm System - Product Data Approved FOR YOUR: APPROVED AS: ❑ Approval ❑ Noted ❑ Return for Corrections ❑ Use 0 Submitted ❑ Resubmit Copies for Approval ❑ Review ❑ Corrected ❑ Submit Copies for Distribution ❑ Comments ❑ Rejected ❑ Renew Copies ❑ Signature NOTES: CA 2608 ` City of Tigard A••r•v d Plans B I,J' D DELIVERY: CC: TL COMMUNICATIONS S TURE: ❑ US Mail ESI FILE OFFICE COPY ❑ Overnight 2 -Day d , ❑ Deliver DAVE MINEGAR ❑ Pickup SHIP #: PROJECT COORDINATOR "Experience ... Service ... Integrity" LICENSES: AK, AZ, AR, CA, CO, ID, IN, IA, KS, KY, LA, MN, MO, MT, NE, NV, NM, ND, OK, OR, SD, TX, UT, WA, WI, WY CA #696242 NV #24265B AZ ROC 132139 OR CCB #77160 NM #88125 AK #27938 ID RCE -3108 • CITY TIGARD BUILDING PERMIT PERMIT #: BUP2008 -00219 COMMUNITY DEVELOPMENT DATE ISSUED: 7/18/2008 TIGARD 13125 SW Hall Blvd., Tigard, OR 97223 503.639.4171 PARCEL: 1S136DC-04500 SITE ADDRESS: 07501 SW DARTMOUTH ST 100 WINCO ZONING: C - G SUBDIVISION: PP1995 - 013 LOT: JURISDICTION: TIG PROJECT: WINCO Project Description: Fire protection system. Altering 145 sprinkler heads. REISSUE: FLOOR AREAS EXTERIOR WALL CONSTRUCTION �a 45,S nF wnRK FPS FIRST: sf N: S: E: W: /' . Engineered 551 Structures, eS <: °y� �Y ryment 6 9 A Gfl.: 3 ♦ 1 p :.�,. r i tures, Inc. ci aJ coms In tr h:n14u.if .....ii 12400 W. Overland Rd. tinted . � Boise, 10 83709 (203) 362 -3040 ./j b — Reviewed as noted C _ ____ -_ _ ❑ Rejected ❑ Not required for review ❑ Refit Corrections or comments made on the - shop drawings during this review do not relieve subcontractor /supplier from compli- ance requirements of the drawings and motions. Review is for the limited purposes of checking for conformance with the design concept expressed in the contract docu- ments. By • G CITY O F TIGARD BUILDING PERMIT PERMIT #: BUP2008 -00219 COMMUNITY DEVELOPMENT DATE ISSUED: 7/18/2008 TIGARD 13125 SW Hall Blvd., Tigard, OR 97223 503.639.4171 PARCEL: 1 S 136DC -04500 SITE ADDRESS: 07501 SW DARTMOUTH ST 100 WINCO ZONING: C - G SUBDIVISION: PP1995 - 013 LOT: JURISDICTION: TIG PROJECT: WINCO Project Description: Fire protection system. Altering 145 sprinkler heads. REISSUE: FLOOR AREAS EXTERIOR WALL CONSTRUCTION r.1 ASS ( wnrz►c: FPS FIRST: sf N: S: E: W: b..J, .. ..a....3.v. li. P'. i ,..... ,. _... zo Engineered Structures, ^1' e� 5 .:+. ..,.. no �' I °.......:5 uctu es, Inc. , en j comments in s tJ 014L.i{ &led i...,:1 12400 W. Overland Rd. '. • Boise, ID 83709 (208) 362-3040 • (Reviewed as noted ❑ Rejected ❑ Not required for review r ❑ Resubmit . �•; • • Corrections or comments made on the shop drawings during this review do not • relieve subcontractor /supplier from compli- ance requirements of the drawings specifications. Review is for the limited purposes of checking for conformance with the design concept expressed in the contract doc u- mertts. By $AlA .Z4 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 079 4 -WAY SWAY BRACE ATTACHMENT c 00 • SIZE - 1 "x 1 ", 1 1 /4 "x 1 ", 1 1/4 "x 1 1/4" Use with 1 thru 8 inch AFCON sway brace assemblies. MATERIAL - Carbon Steel. FINISH - Plain, E.G. and H.D.G. LISTINGS - c�us EX 2625 Listed only for use with other AFCON bracing products. - OSHPD pending_ FUNCTION - 4-way sway brace assembly component for use on risers and other vertical piping configurations. INSTALLATION - Locate at 3" MAXIMUM distance from pipe being braced. Insert brace pipe into fitting against the pivot bolt. Tighten set bolt until head contacts bracket. FEATURES * UL Horizontal Load Rating: 2015, All Sizes. * Visual inspection, proper installation when set bolt head contacts bracket. ORDERING - Part #, size and finish. 10/03 0000000 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 077 ATTACHMENT FITTING LOCKING V 6) SIZE - 1 and 1 1/4 inch bracing pipe. Use in combination with 1 thru 8 inch AFCON sway brace assemblies. MATERIAL - Carbon Steel. FINISH - Plain, E.G. and H.D.G. LISTINGS • cJus Ex2625 Listed only for use with other AFCON bracing products. OSHPD pending. FUNCTION -Attachment fitting of a sway brace assembly, consisting . additionally ofAFCON001 thru 040 sway brace fitting and brace element forming a complete sway brace assembly. INSTALLATION - Per NFPA -13 . Listed for use with NFPA fastener tables. For installation on H -beam or steel web joist see AFCON 085 thru 088 sway brace adapters. *Detail shows usage as wall hanger - ASSEMBLY- Insert brace pipe into fitting against the pivot bolt. Tighten set Reassemble opposite, to use in lieu of strut accessories. bolt until head contacts bracket. FEATURES * UL Horizontal Load Rating: 2015 #, All Sizes * Swivel design allows attachment at any angle. * Visual inspection, proper installation when set bolt head contacts bracket. * 17/32" Fastener hole, larger hole available.- Consult factory. ORDERING - Part #, pipe size and finish. 7/05