Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit M17-0188 - CITY OF TUKWILA / POLICE ADMINISTRATION - ROOFTOP HEAT PUMP
CITY OF TUKWILA -POLICE ADMIN 6300 SOUTHCENTER BLVD 205 M17-0188 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov MECHANICAL PERMIT 0003200005 Permit Number: M17-0188 6300 SOUTHCENTER BLVD 205 Project Name: CITY OF TUKWILA - POLICE ADMIN Issue Date: Permit Expires On: 12/11/2017. 6/9/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: TUKWILA CITY OF 6200 SOUTHCENTER BLVD , TUKWILA, WA, 98188 DAVE ANDRINGA Phone: (206) 779-6636 340 UPLAND DR , TUKWILA, WA, 98188 SEA AIRE INC Phone: (206) 575-8051 340 UPLAND DR , TUKWILA, WA, 98188-3801 SEAAII*2061Q Expiration Date: 4/26/2018 DESCRIPTION OF WORK: REPLACE 3 1/2 TON ROOFTOP HEAT PUMP WITH 2 1/2 TON ROOFTOP HEAT PUMP, CONNECT TO EXISTING POWER AND EXISTING DUCTDROPS. UNIT IS UNDER 2000 CFM. Valuation of Work: $14,900.00 Type of Work: REPLACEMENT Fuel type: ELECT Fees Collected: $409.30 Electrical Service Provided by: PUGEST SOUND ENERGY Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Permit Center Authorized Signature: U Date: 0--////( 7 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. J Date: ) a -(l —17 PERMIT CONDITIONS: 1: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 2: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 3: Readily accessible access to roof mounted equipment is required. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 6: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 8: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other. ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 9: ***MECHANICAL PERMIT CONDITIONS*** 10: All mechanical work shall be inspected and approved under Permit Center (206/431-3670). 11: Manufacturers installation instructions shall be available on PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 0703 MECH EQUIP EFF 1800 0609 0705 0701 MECHANICAL FINAL PIPE/DUCT INSULATION REFRIGERATION EQUIP ROUGH -IN MECHANICAL a separate permit issued by the City of Tukwila the job site at the time of inspection. CITY OF TUKWI�, Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Mechanical Permit No. t /7 9l ffe Project No. Date Application Accepted: Date Application Expires: 0 (< /or /iV (For office use only) MECHANICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **please print** SITE LOCATION (�3oo�Lvc- p King Co Assessor's Tax No.: 000 31 -0005 Site Address: 6300 Soot ( . giv .,uae Number: 205 Floor: Tenant Name: PO /1 t A d M ; r C) )4y 0 f 7' & La , LA New Tenant: 0 Yes [(!'No PROPERTY OWNER Name: l'.�/ • '+9 -i0 of •—% xiiil , Carlo, Address: 0 ekardee & lid City: .7-0 k'* State: W k Zip: 9g 03 8 CONTACT PERSON — person receiving all project communication Name: bAkir A Ad r 14y Address:) 7 0 Z ,4e' Ad 61-J City: .A44,, State: 1644, Zip: faas-7 Phone( ) 77 9, 1,656 Fax: Email �P4c1Jtm 0 jeA ^ a ire • cot - MECHANICAL CONTRACTOR INFORMATION Company Name: 52.,c, _A: re, .,ti c Address: ) (0, ,9 ie AiStd City: R.e.41 -,0.. State: istiA Zip: 98 Sol C1�1 Phone;/x6) S��- s- i Fax: Contr Reg No.Se1 020.9Exp Date:% f Z ,1 18 Tukwila Business License No.: 8 vS "O1003fil Valuation of project (contractor's bid price): $ i t gD 0 Describe the scope of work in detail: Refi'c-e- 3 /i- 40" f oc F4 I- t. :3 t/Z-- ' r'— rar3r4o p A - f Pr► ml j Co nil e -ti +0 -..ASK, a $ 4 Ufa- roz,rvel , CIO CAL d r s Un, #- rs Ur7abte 2 0c CFS Use: Residential: New 0 Replacement 0 �mmercial: New 0 Replacement Fuel Type: Electric 4.Gas ❑ Other: H:\Applications\Forms-Applications On Line\2016 Applications\Mechanical Permit Application Revised I-4.16.docz Revised: January 2016 bh Page 1 of 2 Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <100k btu Residential, Nighttime Furnace >100k btu Industrial Floor furnace 55 dB(A) Suspended/wall/floor mounted heater 57 dB(A) Appliance vent Commercial Repair or addition to heat/refrig/cooling system 47 dB(A) Air handling unit 65 dB(A) <10,000 cfm e Unit Type Qty Air handling unit Residential, Nighttime >10,000 cfm Industrial Evaporator cooler 55 dB(A) Ventilation fan connected to single duct 57 dB(A) Ventilation system Commercial Hood and duct 47 dB(A) Incinerator — domestic 65 dB(A) Incinerator — comm/industrial 60 dB(A) Unit Type Qty Fire damper Residential, Nighttime Diffuser Industrial Thermostat 55 dB(A) Wood/gas stove 57 dB(A) Emergency generator Commercial Other mechanical equipment 47 dB(A) 60 dB(A) 65 dB(A) Boiler/Compressor Qty 0-3 hp/100,000 btu 3-15 hp/500,000 btu 15-30 hp/1,000,000 btu 30-50 hp/1,750,000 btu 50+ hp/1,750,000 btu Noise: Mechanical units need to be in compliance with the Tukwila Noise Code. Maximum permissible sound levels are based on from where the sound is created and where the sound is heard. Additionally, if sound can be heard from within a house at night in a residential zone it may not be allowed. For more details, see TMC 8.22 District of Sound Producing Source District of Receiving Property Residential, Daytime* Residential, Nighttime Commercial Industrial Residential 55 dB(A) 45 dB(A) 57 dB(A) 60 dB(A) Commercial 57 dB(A) 47 dB(A) 60 dB(A) 65 dB(A) Industrial 60 dB(A) 50 dB(A) 65 dB(A) 70 dB(A) *Daytime means 7AM-10PM, Monday through Friday and 8AM-10PM, Saturday, Sunday and State -recognized holidays. A few sounds are exempt from the noise code, including: • Warning devices; • Construction and property maintenance during the daytime hours (7am-lOpm); • Testing of backup generators during the day. PERMIT APPLICATION NOTES - Value of construction — in all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: f Print Name: . bA J e._ 4n 4 f 1;QG.� Day Telephone:C� (e) 77/4 G 3 6 Mailing Address: NO — / v/ A-r0J4 Ail) din) '.-P1 fo sit. 1,444 900 9 7 City State Zip Date: /7 H:\ApplicationsWorms-Applications On Line\2016 Applications\Mechanical Permit Application Revised 1.4-16.docx Revised: January 2016 bh Page 2 of 2 Cash Register Receipt City of Tukwila • DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $409.30 M17-0188 Address: 6300 SOUTHCENTER BLVD 205 Apn: 0003200005 $409.30 Credit Card Fee $11.92 Credit Card Fee R000.369.908.00.00 0.00 $11.92 MECHANICAL $382.10 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $272.53 PLAN CHECK FEE R000.322.102.00.00 0.00 $76.42 TECHNOLOGY FEE $15.28 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R12929 R000.322.900.04.00 0.00 $15.28 $409.30 Date Paid: Friday, December 01, 2017 Paid By: SEA AIRE INC Pay Method: CREDIT CARD 05076C Printed: Friday, December 01, 2017 1:51 PM 1 of 1 CfSYSTEMS Dater/ 9ale INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 14 —618 " 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Projject: Type of Inspection: MieCt 40010 ' — ' Nit t. - - C 11/ Ty 6` �id<klitif Address: Date Called: Special Instruction s:��� / Q� �yN /' Date Wanted: Z5- 1) a.mJ p.m. Requester: Phone No: Approved per applicable codes. E Corrections required prior to approval. COMMENTS: iler.104;cf,t cmmt— Inspector: !", ^ S - REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Project: City of Tukwila Police Prepared By: 4,sT -il0E z QJV 11/20/2017 01:10PM REVIS:ONS i No changes shall be maT e to the ;cope i of work withoi prior approval of Tukwila Bui!dinci, Division. • NOTE: Revisions will requiro a new plan submittal and may include additional plan review fees. FILE COPY Permit No. Mti' Otc6(6 2-: ilS Plan review approval is subject to errors and omisioit. Approval of construction documents does not authoriz the violation of any adopted coda or ordinance. Rec of approved Field Copy and conditions is acknowledg Y J Date: /2--e-/7 City of Tukwila BUILDING DIVISION 4. 15115 (1090.6] 43-1;416-0-13-8/16-4...-13-13:15-4-• 1354,01 (344.51 1354.01 511PLY GPTI7 6l 2E1'029 AIR 03E419 O TOOOR COIL----- �iiimi�in CH47N .7TLET 314' (16.6] 41.6_1 r 718' 62.2,27 DEEP A6 331. (F 72,4] LEFT .SIDE VIEW 12-15,16 (336.6] INDOOR C3IL- TCP VEW LT7037 COIL KIM ELEC41(C4L4]T cTER15TIC5 OT .%Ii HEIGHT INldtl CEHTE3 76 GRAVITY 1411401€HAI LH is '4' 206;2501413 55.6 • SORT -C36 ---13154810203:236-1,14,206/717-3-96.46L-1-64 35.1 1115.4 321 116-6 46.344 1238 23-112 621 11-112 443 11.316 441 5'e1--"42 r3/5/610708:230-1•40,2111/210-3-41,451•3-04 55,1 435 153.3 54.314 139! 20-7/2- 521 1M12 435 11-310 342 S5:T-418---[ 516 0 202 2 0 1 66 2.3x5 3 a , 4 -- 3 64 456 277.3 57.314 (33- 27-11? 57! .147 445 177-5:8 446 537T -C£0---13151£.7 740:736-144. 2101214 -3 -Et. 46D-1-44 481 221.0 45.374 1233 73-112- 527 17-112 445 78 451 DRR 41.1.4EOR"ER 5011HT5 ISM x 35 206;2501413 55.6 36.3 12.4 35.1 1115.4 32.7 155.7 61.4 29. 41 26013301464 65.5 29.5 34.0 39.5 130.5 54.2 152.5 55,1 44 246:130:460 63-4 31.0- 91.2 41.4 135.0 67.1 156.6 12.4 05 260:2301465 73.' 33.1 41.4 44.2 144..'. 40-3143=.5 T1,3 ,-ELEC1O(CAL ACCESS R4.4EL 1-3;4' 144.51 RCA. H.O. .04ERR SK7?11 3-14111= ($3.71 COh?RESS03 P4N1 HANEL 43 `14 112255.51 FROST VIEW 14-1=115 (3114.7] 9-114 0233.91 5-7116 (21.31 4-15116 0122.31 . 11MICir'3 CLEPI ZIN ` VO CI:MIST502 ] 1L I10HES 1160] TOP' OF 437611 . . . - . . . . . -. ..,,.14 (355.£1 DUCT SIDE OF 97.IT..............................>...,. ...... R (31,11 SIDE 56635(TE 505151 4 (6'5,61 500005 OF FSIT •0 (5.81 E0E0TRIC44 PANEL '5 (513.41 INCHES INK] EEISEER 13(13, FatER 65151 .317E 42 [1464.51 KNIT 460 %'RSRO SREO 507.60505, FCFER 051170 SI CE..... ....•.36 (614,1] KNIT ANG 6L31:2 00 006IRETE OoLL3 ota DITHER OR]0'SES SOCF9SES, P0-4Ea Eau 5500 42 E1c65.0 MOM= Xa -x533 INCHES Ilio]• 1-343, COIL 5.5171753 1150 •6 (544,61 42 11066.6] MEP EIT21 SIOE 60040?T FOR RIC RECOI1/E8ERTSi KNIT TOP 49 (1:19.21 SIVE SPP5IFE 75:76 -6 1114.07 • DL:.T 24.6EL t2 (304.3)• 46I911405 510156505:.(F UNIT IS FLACEC LESS THAN 12 1304.81 10146 u -LI 3771E6,2909 5051036 5E560467. 6. 444E0 C05P150!6ISE7. 111 1W���IIIAI. (22.27 O(A, HOLE 3175 ' CONTROL ENTRY 14-51 RIGHT SIDE VIEW O]36E531051 E' (1 45E IR AN I1m'm'ummum11 75- V15 1403.21 8-576 (180.3] 67690 OLIE T CFENI€S 3-2:16 037,5] 13-718 (332.5) 1. 5/6 1345.1] REAR Vii( 3 7,5 0352.41 HM00411 (SERB -,.3 : i 4i:::Lfdi 0/Macr i.n cal I2 Electrncai tg/Piumbing Q2/Gas Piping City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED DEC 07 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 012011 PERMIT CENTER 1 7O188 Packaged Rooftop Builder 1.49a Page 4 of 8 ©-TR I r�gruic®-rtrago Dna CONSULTING ENGINEERS/CIVIL AND STRUCTURAL 1519 West Valley Highway North/Suite 101/Auburn, WA 98001 253-833-7776 Fax 253-939-2168 circ S�srMz t{c.o6z.�+.1 JOB t%SR - : p..t,1 `c-1CCE 54 A OF 2 SHEET NO. CALCULATED BY T•�L"- CHECKED BY SCALE J6� DATE DATE 2Zl 1 1,2 3 4 5 6 7 8 1 2 3 4 6 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 6 1 2 3 4 5 6 7 6 1 2 3 4 5 6 7\ 8 1 2 w _• (�'.� �� 711 11103 I T,RH L C-\1,. �C 55 6 1 2 1 6 7 5 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 2 3 4 5 6 7 8 1 2 3 3 211•-4" 30'-0" 30'-0" 30'-0" 30'-0" 3O'-0" 30'-0" / 30'-0" • • Az- $ ? 13 X tion 2 \�. ad -7,- (°2 , La. .1.. _ . 12x1 2tLk) o c C\�o� L� ° Iy $\ d y2� —\ / , 1w $`a tiw o<4 � ,, ; `- <IN LA OPEN BELOW EI V. Y cV1oE (.6 E -Let .a .ra K£ GPF KEIS ea-eP ?1F��c�: \�1 .(SSI.. a6 . 1, r L 1\ - '14?‹ .7<t�.1� T �' z :.. rte='--fes^^-�-�T-_ t l (1ti�. 1 V \ �P�ioc 5161�K�e eF wT 4M1� n,o (9) • .:. \ . O 9• a-15a,e, q I.R'f - .:.:\ \'. STAIR T lt' .. � , �.o. ��.� 4 I �, e erN>ar - • .bax''UP09)/l ,‘, E QP !0 ©/ � ..• LEASE PACE ut-cu -STAIR L LOBBY WOMEN < ,� 44661,-- ' v� . 2 W 16--y._.. © � .LEASE SPACE / Q w" EXIST. w+- STAIRS` �Fr . ' fir— 0 I ° ADD GXIT R 4cu�en I [ MEN F• 4p4 REPLACE EXIST: RElITE W/ 2/0 -MINUTE RATED RECITE ASSEMBLY; aJ. It5 STL IFRAME.LI(il'P. ®CORR DOR)c-•�^i'" L{. �/,UMtN FR. d�GLOSFyI rL/y/ e� a+ •,' `'�,i0 14012 Ar cog 711�,�T8 Fb FbB Ar coRwlVOtz '�\k.S Le., 1.0-,, 4 n ter- �P on . � _ ice' "1-4-12® Jb (z S9) 02) ( z) � IIIn �� s e `" a "{-°' ¢x41 n _ ��M� "' i oNE VIb '{y4 ��� ss i °tsu+ ' EXISTING 1 - -' HR. CORRIDOR 1k,p�o rt \ z t 1r 2 6 Y;� , I:2- I _.ut= I _ •I . tJ . _ 'I_10. I --� ; ( 4 •/ �r I -,;t7- 'DEDLCATCD i nvr.�J7tr I li •� --- 1 / I L/ N� / si 1 • 11 II 11 '� ;i II I (5 N' cr 'I 1 ro JF h 7 Uc 6 4.1 lli"i, J J _. LEASE i! �� ! r ;; I' FI+I�F,o f r- _` 0 'vr 12' l�.y SPACE r -- L - - - - / -.�i ii �� _ - - - -� r = ,�t. '^"- in -t�(' SII chlc� csirErest�G I ., 1 a 1-1 51✓• f 1 °:.uLL (kJ p ...-� e)•- .V.1 rf1��L4Fy" -Z-la-t4 j= l _ LEASE SPACE sI� j:I is 1i-Ih,11- 0.11-1r41 I' RPG r ria i'. 5�'Nf '4 S• _ if Ik , Ctai� S \� �!?1 IIEW �' I - z m< r I 7 , 1. UHo 1 Nul-� \� ,\ - is I �I I/ \,\ 4.`.r. •� I .. , _ ... r- , - $.. 16, 17 -t, J' I _ i GFr/t: �GFi2 e ,tG`I +- • 1 L �_ = 4; s ') NSE it )KIST( - Ze.I MCC ere' rt\W$WE' r it of Tukwila KING DIVISION 12'-0 8 7 6 5 3 2 8 7 6 4 3 2 8 6 6 fIEWED FOR COMPLIANCE PPROVED tC 017 2017 NEW 4x4- PF17. C ssyzE - gap v`3=117 -sem 4,16CE AtG NOTES: 1. WEIGHT OF EACH OF NEW ROOFTOP MECHANICAL UNIT = 435 LBS (WEIGHT OF OLD UNIT = 551 LBS TO BE REPLACED BY NEW UNIT) 2. DESIGN CODES: INTERNATIONAL BUILDING CODE 2015, AND ASCE 7-10 3. WIND LOADS: UTLTIMATE DESIGN WIND SPEED = 110 MPH; EXPOSURE B; DESIGN WIND PRESSURE = 16.0 PSF (ASD) 4. -SEISMIC LOADS: SEISMIC DESIGN CATEGORY D; Sds = 0.961; IE = 1.5; SEISMIC FORCE, Fp = 0.6919 W (W = SEISMIC WEIGHT = 600 LBS) 5. VERIFY THE LOCATION OF NEW ROOFTOP UNIT WITH MECHANICAL CONTRACTOR PRIOR TO THE MECHANICAL UNIT INSTALLATION. 6. SEISMIC HOLDOWNS FOR ROOFTOP UNIT: ROOFTOP UNIT -TO- 4X4 DF -#2 OR BETTER PRESSURE TREATED WOOD SLEEPERS USE SIMPSON STRAP LSTA12 AT EACH LONG SIDE AND EACH CORNER OF THE ROOFTOP BASE CHANNEL TO 4X4 WOOD SLEEPERS (MINIMUM 4 SIMPSON LSTA12 STRAPS) 4X4 DF -#2 OR BETTER PRESSURE TREATED WOOD SLEEPERS -TO- EXISTING ROOF TRUSSES USE 5/16" x 5" LONG LAG SCREWS @ 12" O.C. (MINIMUM 4) AT LONG SIDE OF 4X WOOD SLEEPERS 7. REUSE EXISTING ROOF OPENING FOR THE NEW ROOTOP UNIT RETURN AIR AND SUPPLY AIR. 8. REPAIR ROOFING MEMBRANCES AFTER THE ROOFTOP UNIT INSTALLATION AS REQUIRED. NEW ROOFTOP UNIT LOCATION PLAN AND NOTES (NOT TO SCALE) RECEIVED CITY OF TUKWILA. DEC•0.1.2011,. PERMIT CENTER D PRODUCT Cv D PRODUCT207 3 2 2 Mao en nEG@Ang9 On@, CONSULTING ENGINEERS/CIVIL AND STRUCTURAL 1519 West Valley Highway North/Suite 101/Auburn, WA 98001 253-833-7776 Fax 253-939-2168 tAt-tv-r SQ te-• 4AAtc:30-meks JOB plc pbl.at /SP %►iL 4 SHEET NO. 4;z. OF CALCULATED BY DATE CHECKED BY . DATE SCALE Tot - 44.1. t4c:r/t-1 Nc31f 1 L 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 6 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7\ 8 1 2 ;3 6 7 6 1 2 3 4 5 5 7 6 1 2 3 5 6 7 0 2 3 4 5 8 1 2 3 4 5 6 7 8 1 2 3 4 6 6 7 1 2 3 41 svcrs..14. V47-ris. rz- E t. V MZ,— - -Z -►4 In Z 57 SWES Imo. tAEL1 g6iTe...r htrr Vol• ' S Cvsi(f1- 44:;; mss) 7,. 1A 61: 11 SAZcXS G' A, (rvet M , 4-) 1 k'1Sj5L.1 &-Ct c,;-4 . 14:4Q sly �. 4 ' 48'/44--t '.s Sk�S 14; 1447E6 A. -4o 2 1 8 2 5 3dam r. 3 2 6 5 2 6 6 4 2 REVIEWED FOR ODE COkt PLIANCE DEC 0 7 2017 Ext c1.t . ze..pew Rory TitAss (..bras -1 C>41E.lfp) .. csF v1 Rczes57=sr Ut-Wr 41 D PRODUCT kt4t4 :ptFy Ste ct =t Ps,, - P64. -4F� _ Z -D \-^s4cizaz,7 --r7t4s , C +4.-c \(c �� ) RECEJVED CITY OF TUKWlLA DEC ...012017 PERMIT CENTER City of Tukwila JJILDING DIVISION 5 2 8 2 D PRODUCT207 Description of work: Police Admin Suite 205 • Replace 3 1/2 ton rooftop heat pump with 3 1/2 ton heat pump • Set on sleepers, Anchor per Seismic hold down details Tie into existing rooftop duct work, no modifictaions to duct work' in space • Include economizer. Unit is under 2000 CFM J.1CfHITY MAP T.-ible 1 General Data OLD Nia(' 6-1} 1' BWC042D100.) BWC042D300J Model j, BWC042D400J Rated Volts/Ph/Hz Rating Cooling' Btuh Airflow Indoor (Cfm) System Power (Kw and EER/SEER) Noise Rating Number, 230/1/60 44000 1400 5.38/8.20/8.60 8.6 200/230/3/60 460/3/60 44000 44000 1400 1400 5.38/8.20/8.60 5.38/8.20/8.60 8.6 8.6 Rating Heating' (High Temp.) Btuh 46500 System Power (Kw and COP) 4.94./ 2.75 (Low Temp.) Btuh 25000 System Power (Kw and COP) 4.08 / 1.80 HSPF (Btu/Watt-hr.)3 6.05 46500 46500 4.94 / 2.75 4.94 / 2.75 25000 25000 4.08 / 1.80 4.08 / 1.80 6.05 6.05 Outdoor Coil — Type Rows/FPI Face Area (Sq. Ft.) Tube -Size (In.) Refrigerant Control. Plate Fin 4/12 8.37 3/8 Copper Expansion Valve Plate Fin 4/12 8.37 3/8 Copper Expansion Valve Plate Fin 4/12 , 8.37 3/8 Copper Expansion Valve Indoor Coil — Type Rows/FPI Face Area (Sq. Ft.) Tube -Size (In.) Refrigerant Control Drain Conn. Size (In.) Plate Fin 4/12 5.49 3/8 Copper Expansion Valve 3/4 NPT Plate Fin 4/12 5.49 3/8 Copper Expansion Valve 3/4 NPT Plate Fin 4/12 5.49 3/8 Copper Expansion Valve 3/4 NPT Outdoor Fan — Type Propeller No. Used / Dia (In.) 2 / 16 Drive / Speed (No.) Direct / Single Cfm° 3750 Speed (Rpm) 1600 Propeller Propeller 2/16 2/16 Direct / Single Direct / Single 3750 3750 1600 1600 Indoor Fan — Type Centrifugal Dia. / Width (In.) 11.0 x 9.5 No. Used 1 Drive / Speed (No.) 1075 Filter (Not Furnished) Type Recommended No./Size (In.) Recommended Centrifugal Centrifugal 11.0x9.5 11.0x9.5 1 1 1075 1075 1" Throwaway 2-16x25 1" Throwaway 1" Throwaway 2-16x25 2-16x25 Refrigerant Charge (Lbs. of R-22) 11 Lbs. 12 Oz. 11 Lbs. 12 Oz. 11 Lbs. 12 Oz. Dimensions Crated (In.) Weight Shipping (Lbs.) Net (Lbs.) H/W/D 37/573/°/48 563 551 H/W/D 37/574/48 563 551 1 2,5 ( ( 131 `134-,01 Acce.SS 2to Assessors' Parcel No: 000 320-0005 RECEIVED CITY OF TUKWILA DEC 012011 PERMIT CENTER M17%-0180 REVIEWED CODE COMPLI APPROVE 7 DEC 07 20 City of Tukwila BUILDING DIVISION fx i -4 HVAC Equipment Schedule Unit # Brand Name Model # Nominal Tonnage Total CFM OSA CFM ECON Cycle SP HP/ BHP(lbs)2 COOLING HEATING LWA Weight Location Service Total (BTUH) Sensible (BTUH) SEER/ EER IPLV BTU/ ft.' Input (BTUH) Output (BTUH) COP/HSPF Comb. Eff./ AFUE BTU/ ft.2 1_ donee _o -yr 3 • � _ /3o /c alp IA" . 3A4 He Ye: ` . to )14 d7°7. q q / 1 d H / 3?, Bit Pi .: is 6Ox7 t13$ Roof ®, Part Number:50VT-C42---6 ARI SEER. 14.00 Base Unit Dimensions Unit Length. 48.3 in Unit Width. 44.2 in Unit Height. 54.8 in Total Operating Weight- New ` a cif f 435 Ib Unit Unit Voltage -Phase -Hertz. 460-3-60 Air Discharge. Horizontal Fan Drive Type- Direct Actual Airflow. 1302 CFM Site Altitude- 0 ft Cooling Performance Condenser Entering Air DB. 95.0 F Evaporator Entering Air DB. 80.0 F Evaporator Entering Air WB- 67.0 F Entering Air Enthalpy 31.44 BTU/Ib 60.1 F Evaporator Leaving Air WB. 57.2 F Evaporator Leaving Air Enthalpy 24.48 BTU/Ib Net Cooling Capacity- 40.75 MBH Net Sensible Capacity- 27.99 MBH Total Unit Power Input. 3.55 kW Coil Bypass Factor. 0.037 Evaporator Leaving Air DB. Heating Performance Outdoor Ambient Temperature. 47.0 F Entering Air Indoor Coil DB. 70.0 F Leaving Air Indoor Coil DB. 98.3 F 39.84 MBH 39.84 MBH 3.37 kW Electric Heating Capacity. 10.00 kW 122.6 F Total Heating Capacity Integrated Heating Capacity. Heating Power Input Unit Leaving Air Temp. Supply Fan External Static Pressure 0.15 in wg Options / Accessories Static Pressure Electric Heaters- 0.01 in wg Economizer 0.11 in wg Wet Coil. 0.07 in wg Total Application. Static (ESP + Unit Opts/Acc.). - 0.33 in wg Fan Motor Size, hp. 314 NOTE. High Motor Speed, Horz r Electrical Data Minimum Voltage. 414 Maximum Voltage' 506 Compressor RLA. 6 Compressor LRA- 44 Actual Electric Heater kW. 10 Electric Heater FLA. 12 Outdoor Fan FLA (ea). 0.5 Indoor Fan Motor FLA. 3.2 Power Supply MCA. 26.2 ROOF (BEYOND) lop I ON ROOF l \ !.V REVIEWED FOR CODE COMPLIANCE 39 APPROVED DEC 0 7 2017 A -A HVAC PARTIAL ELEVATION i [lap®R Q J 4Ju DS1fluor 06.sar 1p E,cNzE saVLLA11WGNMI 1512 West V.uq llglwry Nw0V9uaa 101/Aibwn. WA 26001 2910311772 Fax 15343.21N v..+,T 54CE.I•SAL.iirtw.is ,oe tl t1 -PO-hesFn.�w s.•�� SHEET NO. Sks BE41F7E WLGV1ATE02Y -r-1- are lata��T-ml r,ac2E22r 31sa ,,,E (4.14,-E.AA.T SEALE City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 012017 PERMIT CENTER • 4 e- 1c.1c 407E Pr. 41.wg>x 4 $ 444413 fia sic s= ac c -tm.II (4r�.cm�- 2 L ,4C. K«:.F4') z .4e (((Ills,,,,, rai sty Acteto fiinStWC: 2J 6514, «coy TRuss (or,tl t.Te:26) t, ssF ski«l 4k4 f'..at 1461E4 M1,3o LmcnTem.d a Nr_v.1 ;Rc» T.T. UT. 7:, UAE to -t6 X i1/2 u/8oMo6.0 WFbHEK T6k Mei Act 4..:/Sc.4 41¢44, LSSA 0 NEvg Uxrr Setsnistc. tic osnts aE rA 11� si4i'=t-25 Muip®Ti Engrin@®Thgo CONSULTING ENGINEERS/CIVIL AND STRUCTURAL STRUCTURAL DESIGN CALCULATIONS & DETAILS OF. City of Tukwila - Police Admin Suite Mechanical Rooftop,Units (3.5 Ton) Seismic Holdowns 6300 Southcenter Blvd.. Tukwila, Washington 98188 For SEA AIRE, INC. 340 Upland Drive, • Tukwila. WA 98188 REI Job No. 17059 November. 2017 REVIEWED FOR • CODE COMPLIANCE •APPROVED DEC O°72017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA, DEC 01 2017 PERMIT CENTER t 4 WA 1519 West Valley Highway North/Suite 101 Post Office Box 836/Auburn, WA 98071 253-833-7776 Fax'253-939-2168 NAL E� 2.0.34 G�3dp@ E®wt J UE1 @0 JOB r' o5� �.� - " CONSULTING ENGINEERS/CIVIL AND STRUCTURAL PO Box 836 Auburn, WA 98071 253-833-7776 Fax 253-939-2168 d I SHEET NO. 6 OF DATE DATE CALCULATED BY CHECKED BY SCALE Tom-. SegL 14.vi ?7 t&c V, Liner: One new rooftop unit weighed 435 lbs (3.5 Ton) will replace the old unit weighed 551 lbs at the roof. The seismic holdown design of the rooftop unit shall conform to the design codes of IBC 2015 & ASCE 7-10. The design loads are noted in the following: Design Data: (City of Tukwila Police Admin Suite is located at 6300 Southcenter Blvd.. Tukwila, WA 98188) Weight of Unit Model No. 50VT-C42-6 (3:5 ton) (Old Unit Model: BWC042C400B1) Corner 1 Corner 2 Unit (lbs) = 4X4 (P.T.) Sleeper Economizer (lbs) = Max. Operating Wt. E C.G. of unit (4T) =. Dimensions of rooftop unit: (3.5T) Length (ft) = 4.06 50VT-C42-6 OLD Unit 435.0 551.0 50.0 50.0 26.0 26.0 511.0 627.0 65.3 87.0 12.5 0.0 6.5 12.5 0.0 6.5. Corner 3 130:5 12.5 0.0 6.5 Corner 4 152.3 12.5 0.0 6.5 0.0 0.0 X (in) Y (in) Height, Z (inches) 20.50 17.50 17.38 Width (ft) = 3.68 Wind (Ppr ASCE 7-101 Assumed Ultimate Design Wind Speed = Assumed Nominal Design Wind Speed =- Wind Wind directionality factor, Kd = Risk category II Velocity pressure coeff; KZ = Topographic factor, Kzt = Seismic (Per IBC 2015) Seismic Zone D Ss = .... . .. 1:442 SMs.= S, = 0.536 SM, = Fa = 1:000 SDS = F„ = 1:500 Sol = IE= 1.500 Per ASCE section 13.3.1 Fp= 0.4*ap*SIDS *Ip (1+2 z/h) *Wp /Rp = 0.85 84.3 106.0 149.5 171.3 6.5 6.5 6.5 6.5 Height (ft) = 4.56 110.0 mph 85.2 mph 0.76 (Ht = 38') 1.0 Fa * S. Fu* S,= SMS * 2/3 = SM, *2/3 = Seismic Design Category = Fp = 0.6919 Wp 1.6*SDs*Ip*Wp= 2.3064 Wp Fp= 0.3*SDs*Ip*Wp= 0.4325 Wp 3.5 Ton unit <- 4X4 Sleepe <--E = 511"(3. New 4X4,Unit base height(ft)= 0.63 (8" H,4X4 & 4" BE Assumed Wind Exposure B .Gust effect factor, G = 0.85 Velocity pressure, q= =0.00256 KZ Kzt Kd V2 = 17-4 psf Ultimate Wind Pressure, q, ASD = 15.5 psf, Say 16 Wind Load, F,h, = qZ * G * Cf * Af = 0.30 Kips(h/D=33.5-->C,= 1.2. Say Fw = 0.3 Kips Af (ft2) = 18.54 1.442 .. 0.805 0.961 0.536 D Assumed Roof Dead = 15.0 psf Assumed. Roof Snow =. 25.0 psf a p = Rp = z/h = Wp(3.811 _ 1.0 2.5 1.0 0.600 Kips (max.) Hence,F0 (ASD)= d.6clt q. w,,,, n.4= 0.297 <- Kips (for 3.5 ton unit) Governs ** Nominal Wind load FW ASD = 0.6 * Fw = 0.18 For 3.5T Unit Comer weight A Comer weight B Comer: weight C Comer weight D Length, L (ft)= 4.06 (LB.)..(LB.)(LB.) (LB.) Width, W (ft) 3.68 Unit: YSC048G (4T) 84.3 106.0 149.5 171.3 Heiaht. h (ft1= 4.56 Unit 4YCC4024 (2T) 6.5 6.5 6.5 6.5 Curb Ht. (ft) = 0.63 H' = Height of C.G. + Curb Ht. = 2.073 ft <- 4 ton unit Overturning momnet at base, MOT = Fp * H' = 0.61 kip -ft (for 3.5 ton unit) Fa„ = Seismic Vertical Force = 0.2 * S,s * Wa = 0.12 kips (for 3.5 ton unit) Resisting Moment, RM = (Wp -.Fp„) * dmi„/2_= .. .. 0.89 .kip -ft (for 3.5 ton unit) Conservative Design - Ignore the resistance moment, determine the uplift from the overturning moment: Tension or Compression Force per connector = Mar/Minimum unit dimensions of L or W = Tbdt or C6olt (kips) = Shear force per connector. W.,. (kips) = Connector Design For 3.5 ton Maximum factored load on fastener, pa =0 * 4 (T2bot + V2boit)= 0.548 Kips <--- Design Toad on aach fastener,Factor 0= 3.0 . #10 Tek Screw, Allowable Tension Load, T = 0.272 Kips; #10 Tek Screw, Allowable Shear Load, V 0.24 kips Lag Screw of 5/16'13 allowable withdrawal load, W = 0.266 Kips; Lag Screw allowable lateral load, Z = 0.22 kips a = tan' (TboltNboit) = 66.1 No. of lag screws © @ ea side of 4X4 Sleeper, N = 2.0 At each corner; P' (in) = 2.813 Allowable load on tek screw group, Pa allow=N * E T V/(Tcos2a + Vsin2a)= 0.885 Kips <- The selected connector is satisfactory. Allowable Toad on lag screw group,P0 allow=N*W P' Z/(WP'cos2a + Zsin2a)= 0.736 Kips <--- The selected connector is satisfactory. For new 4X4 slipper -to- existing roof trusses: Use (2) 5/16" 0 X 5" Ionq Iaq screws at each end of 4X For new rooftop unit 40- new 4X4 sleeper: Use Simpson strap LSTA12 w/10410 tek screws: Allowable tension load = 885 Ibs > Factored Tension Load = 3 * 111 lbs = 333 Itis For 3.5 ton unit 0.167 0.074 D PRODUCT 207 sT) e) Rupert Engineering, Inc. ConsultingEngineersCivil/Structural 1519 West Valley Highway N., Suite 101 Aubum, WA 98001 Title Block Line 6 ASCE Seismic Base Shear Lic. # : KW -06001423 Project Title: City of Tukwila - Police Admin Suite Engineer: TCL Project ID: 17059 L Project Descr: Rooftop Unit Seismic Holdown Design Determine Seismic Coefficients for Rooftop Unit Seismic Holdown Printed: 29 NOV 2017, 7:34AM File = S:12017117059R-11STRUCT-11Designldesign.ec6 ENERCALC, INC. 1983-2017, Build:10.17.9.30, Ver:10.17.9.30 Licensee : RUPERT ENGINEERING, INC. Risk Category Calculations per ASCE 7-10 Risk Category of Building or Other Structure : 11" : All Buildings and other structures except those listed as Category I, III, and IV Seismic Importance Factor Gridded Ss & Slvalues ASCE-7.10 Standard Max. Ground Motions, 5% Damping : 1 ASCE 7-10, Page 2, Table 1.5-1 ASCE 7-10, Page 5, Table 1.5-2 ASCE 7-10 11.4.1 1.4419 g, 0.2 sec response 0.5364 g, 1.0 sec response Site Class, Site Coeff. and Design Category Latitude = Longitude = Location : Seattle, WA 98188 47.450 deg North 122.275 deg West Site Classification "D" : Shear Wave Velocity 600 to 1,200 ft/sec Site Coefficients Fa & Fv (using straight-line interpolation from table values) ' Maximum Considered Earthquake Acceleration SMS = Fa * Ss S M1 = Fv' S1 Design Spectral Acceleration Seismic Design Category Resisting System Basic Seismic Force Resisting System ... Response Modification Coefficient ° R " System Overstrength Factor " Wo Deflection Amplification Factor " Cd " Fa Fv S DSS MS • 2/3 D1 M1 = D = 1.00 = 1.50 1.442 = 0.805 0.536 D ASCE 7-10 Table 20.3-1 ASCE 7-10 Table 11.4-1 & 11.4-2 ASCE 7-10 Eq. 11.4-1 ASCE 7-10 Eq. 11.4-2 ASCE 7-10 Eq. 11.4-3 ASCE 7-10 Eq. 11.4-4 4SCE 7-10 Table 11.6-1 & -2 ASCE 7-10 Ta x.12.2-1 Bearing Wall Systems Ordinary reinforced concrete shear walls Building height Limits : • 2.50 Category "A & B" mit. No Limit ▪ n nn g it: No Limit Category "D" Limit: t Permitted Category "E" Limit: Not Pe Category "F" Limit Not Permitted NOTE! See ASCE 7-10 for allapplicableMote Lateral Fors rocedure F ASCE T!O-Sestipn.8.2 Equivalent Lateral Force Procedure The "Equivalent Lateral Force Procedure is being used according to the provisions of ASCE 7-1012.8 Determine Building Period Structure Type for Building Period Calculation : " Ct " value = 0.020 " x ° value = 0.75 " Ta " Approximate fundemental period using Eq. 12.8-7 : "TL" : Long -period transition period per ASCE 7-10 Maps 22-12 -> 22-16 " Cs " Response Coeeffi a `t`�� S DS: Short Period Design Spectral Response " R " : Response Modification Factor " I " : Seismic Importance Factor Use ASCE 12.8-7 All Other Structural Systems " hn " : Height from base to highest level = Seismic Base Shear Cs = 0.2403 m.a2 &1i Ta = Ct * (hrt x) _ 38.0 ft 0.306 sec 8.000 sec Building Period " Ta " Calculated from Approximate Method selected - 0.961 From Eq. 12.8-2, Preliminary Cs From Eq. 12.8-3 & 12.8-4 , Cs n-ged.net-erceed = 1 `--From Eq. 12.5-&--18 s not be less than Cs --Seismic Response C fficieytt =-_,,____ = 0.306 sec ASCE 7-10 Section_12.8.1.1 = 0.438 0.042 = 0.2403 ASCE 7-10 Section 12.8.1 W( see SumWibelow) = Seismic Base Shear V = Cs *W = 0.00 k 0.00 k I' the nominal lag screw lateral design values, Z, shall be the lesser of: Z _ Dts Fes 4Ke kDts Fem Z= 28(2+Re)Ke D2 Z = 3K e where 1.75 Fem Fyb 3(1+Re) YIELD MODES MODE Is (9.3-1) MODE III, -5 Re = FFem/Fes is = thickness of side member, inches Fem = dowel bearing strength of main member (member holing point), psi (see Table 9A) FeS = dowel bearing strength of side member, psi (see Table 9A) Fell = 11200 G (9.3-2)Fel _ 6100G1.45 .� Fyb = bending yield strength of lag screw, psi D = unthreaded shank diameter of lag screw, inches, or MODE IV (9.3-3) 2(1+Re) Fyb(2+Re)D2 Re 2Femts2 = root diameter of the threaded portion of the lag screw when the thread length is such that the threads will extend into the shear plane of the connection, 'inches Kg = 1 + (emax/360°) emax = maximum angle of load to grain (0°5. e < 90°) for any member in a connection Uab0e 0°2A Lag Sway,' UntI dn'acfa0 Desogn VcalMca QWla Tabulated withdrawal design values (W) are in pounds per inch of thread penetration into side grain of main member. Length of thread penetration in main member shall not include the length of the tapered tip (see Appendix L). Specific Gravity - Lag Screw Unthreaded Shank Diameter, D G 1/4" 5/16" 3/8" 7/16" 1/2" 5/8" 3/4" 7/8" 1" 1-1/8" 1-1/4" 0.73 397 469 538 604 668 789 905 1016 1123 1226 1327 0.71 381 450 516 579 640 757 868 974 1077 1176 1273 0.68 357 422 484 543 600 709 813 913 1009 1103 1193 0.67 349 413 473 531 587 694 796 893 987 1078 1167 0.58 281 332 381 428 473 559 641 719 795 869 940 0.55 260 307 352 395 437 516 592 664 734 802 868 0.51 232 274 314 353 390 461 528 593 656 716 775 0.50 225 266 305 342 378 447 513 576 636 695 752 0.49 218 258 296 332 367 434 498 559 617 674 730 0.47 205 242 278 312 345 408 467 525 580 634 686 0.46 199 235 269 302 334 395 453 508 562 613 664 0.44 186 220 252 283 312 369 423 475 525 574 621 0.43 179 212 243 273 302 357 409 459 508 554 600 0.42 173 205 235 264 291 344 395 443 490 535 579 0.41 167 198 226 254 281 332 381 428 473 516 559 0.40 161 190 218 245 271 320 367 412 455 497 538 0.39 155 183 210 236 261 308 353 397 438 479 518 0.38 149 176 202 227 251 296 340 381 422 461 498 0.37 143 169 194 218 241 285 326 367 405 443 479 0.36 137 163 186 209 231 273 313 352 389 425 460 0.35 132 156 179 200 222 262 300 337 373 407 441 0.31 110 130 149 167 185 218 250 231 311 339 367 1. Tabulated withdrawal design values (W) for lag screw connections shall be multiplied by all applicable adjustment factors (see Table 7.3.1). AMERICAN WOOD COUNCIL j ' Vero)Us 003p s Soil art/ ®c edrm WeUwe QZD fore Strlo Show (R7® mamba?) ©oWnsaorlfaa,2 with both members of identical species Side Member Thickness is inches Lag Screw Diameter G=0.67 Red Oak 0=0.55 Mixed Maple Southern Pine G=0.50 Douglas -Fir -Larch G=0.49 Douglas -Fir Larch (N) G=0.46 Douglas -Fir (S) Hem -Fir (N) D inches ZII lbs. Z,l lbs. Zml lbs. Z1 lbs. Z11 lbs. Zsl lbs. Zml lbs. Z1 lbs. Z11 lbs. Ztl lbs. Zml lbs. Zi. lbs. Z11 lbs. Z,l lbs. Zml lbs. Z1 lbs. Z11 lbs. Z:l lbs. Zmi lbs. Zi lbs. 1/4 190 150 150 150 170 130 130 120 160 110 120 110 160 110 120 110 150 100 120 100 1/2 5/16 270 190 210 190 240 140 180 140 220 130 170 130 210 120 170 120 200 110 160 110 3/8 340 210 250 210 290 160 220 160 260 140 200 140 260 130 200 130 240 120 190 120 1/4 210 160 160 160 180 130 140 130 170 120 130 120 170 120 130 120 160 120 120 110 5/8 5/16 290 210 220 200 250 180 190 170 240 160 180 160 240 150 170 150 230 140 170 140 3/8 350 250 260 230 310 200 230 200 290 170 210 170 290 170 210 170 280 150 200 150 1/4 230 170 180 170 200 140 150 140 180 130 140 130 180 130 140 120 170 120 130 120 3/4 5/16 310 220 240 210 270 190 200 180 250 170 190 160 250 170 180 160 240 160 170 150 3/8 380 260 280 250 330 220 240 210 310 210 220 190 310 200 220 190 290 180 210 180 1/4 260 200 200 200 230 160 180 160 210 150 160 140 210 150 160 140 200 140 150 130 1 5/16 360 250 270 240 300 210 230 200 280 190 210 180 280 190 210 170 270 170 200 160 3/8 430 290 330 280 370 240 270 230 350 220 250 200 340 220 250 200 330 210 240 190 1/4 260 200 200 200 230 180 180 170 220 170 170 160 220 170 170 160 210 150 160 150 1-1/4 5/16 370 280 280 270 340 230 250 .220. 320 210 240 200 320 210 230 190 300 190 220 180 3/8 470 330 340 310 420 270 300 250 390 240 290 220 390 240 280 220 370 220 270 210 1/4 260 200 200 200 230 180 180 170 220 170 170 160 220 170 170 160 210 160 160 150 5/16 370 280 280 270 340 250 250 230 320 230 240 220 320 230 230 220 310 210 220 200 3/8 470 340 340 320 420 300 300 280 400 270 290 250 400 260 280 240 390 240 270 230 7/16 630 430 460 410 570 350 400 330 540 320 380 290 540 310 380 290 510 290 360 270 1/2 830 510 590 470 710 420 500 380 660 380 460 340 650 370 450 340 610 350 430 320 1-1/2 5/8 1140 670 800 610 980 570 680 510 920 530 620 470 910 520 620 460 870 470 580 430 3/4 1510 890 1040 790 1320 660 880 660 1240 590 820 580 1220 560 800 560 1170 520 760 520 7/8 1940 960 1300 960 1710 720 1110 720 1620 630 1040 630 1600 600 1020 600 1540 550 970 550 1 2450 1020 1600 1020 2170 770 1370 770 2060 680 1290 680 2040 650 1260 650 1930 600 1210 600 1-1/8 3030 1080 1930 1080 2590 810 1670 810 2360 710 1560 710 2320 690 1540 690 2170 620 1460 620 1-1/4 3520 1140 2300 1140 2880 860 2000 860 2630 750 1860 750 2580 730 1840 730 2410 660 1750 660 1/4 260 200 200 200 230 180 180 170 220 170 170 160 220 170 170 160 210 160 160 150 5/16 370 280 280 270 340 250 250 230 320 240 240 220 320 230 230 220 310 220 220 210 3/8 470 340 340 320 420 300 300 280 400 290 290 260 400 280 280 260 390 270 270 240 7/16 630 460 460 420 570 400 400 370 550 380 380 340 540 380 380 340 520 360 360 320 1/2 830 590 590 530 750 520 520 460 710 480 480 430 710 480 480 420 690 450 460 400 2-1/2 5/8 1290 860 880 780 1170 700 780 630 1120 630 730 560 1110 620 720 550 1070 580 690 520 3/4 1860 1060 1240 950 1680 870 1090 770 1570 800 1020 700 1550 780 1010 690 1470 740 970 650 7/8 2460 1290 1640 1140 2100 1080 1400 940 1950 1000 1280 860 1930 970 1260 840 1830 920 1180 800 1 2970 1550 1980 1360 2560 1280 1660 1140 2390 1130 1530 1050 2360 1080 1500 1030 2250 1000 1430 980 1-1/8 3550 1800 2320 1610 3080 1350 1950 1350 2880 1180 1800 1180 2850 1150 1770 1150 2720 1040 1670 1040 1-1/4 4190 1910 2680 1890 3650 1440 2270 1440 3430 1250 2100 1250 3390 1220 2070 1220 3250 1090 1950 1090 1. Tabulated lateral design values (Z) for lag screw connections shall be multiplied by all applicable adjustment factors (Table 7.3.1) 2. Tabulated lateral design values (Z) are for "full diameter" lag screws (see Reference 6) inserted in side grain with lag screw axis perpendicular to wood fibers, and with the following lag screw bending yield strengths (Fyb): Fyb = 70,000 psi for D = 1/4", Fyb = 60,000 psi for D = 5/16", Fyb = 45,000 psi for D >_ 3/8". AMERICAN WOOD COUNCIL TIONL- DESIGN SPECIFICATION WOOD CONS:. RUCTION When a member is loaded at an angle to grain, the dowel bearing strength, Fee, for the member shall be de- termined as follows (see Appendix J): Fel Fel _ F• ee FefSin20+Fel coS20 where 0 = angle between direction of load and direction of grain (longitudinal axis of member) Table 9.3A provides nominal lateral design values for vari- ous cut thread lag screw connections with wood side mem- bers assuming the unthreaded shank diameter of the lag screw is in the shear plane. Nominal lag screw design values, Z, shall be multiplied by all applicable adjustment factors (see Table 7.3.1) to obtain allowable lag screw design values, Z'. Design values for one species of wood are also applicable to other species having the same or higher dowel bearing strength, Fe (see Table 9A). 0.3.2 Wood=to-6 ridetap Connections for s 9.3.2.1 Nominal lag screw lateral design values, Z, for single shear (two member) connections with metal side plates shall be the lesser of Equations 9.3-2 and 9.3-3, with Fes = dowel bearing strength of the metal. Table 9.3B provides nominal lateral design values for various cut thread lag screw connections with steel side plates assum- ing the unthreaded shank diameter of the lag screw is in the shear plane. Nominal lag screw design values, Z, shall be multiplied by all applicable adjustment factors (see Table 7.3.1) to obtain allowable lag screw design values, Z'. Design values for one species of wood are also appli- cable to other species having the same or higher dowel bearing strength, Fe (see Table 9A). 9.3.2.2 Metal parts shall be designed in accordance with applicable metal design procedures (see 7.2.3). 9.3.3 PenetwatIon Depth l actore9 Cid Nominal lag screw lateral design values are based on lag screw penetration (not including the length of the ta- pered tip) into the main member of approximately eight times the shank diameter, p = 8D. The minimum lag screw penetration into the main member for reduced design value shall be four times the shank diameter, pmie = 4D. When 4D <_ p <_ 8D, nominal lateral design values shall be mul- 9 tiplied by the following penetration depth factor: Cd=8<_1.0 (9.3-5) 00304 Enda Cr,'1DW Factorr9 ©'eg When lag screws are inserted in the end grain of the main member, with the lag screw axis parallel to the wood fibers, nominal lateral design values shall be determined in accordance with the provisions of 9.3.1 and 9.3.2 with Fem = Fel, and shall be multiplied by the end grain factor, Ceg = 0.67. 9.3.6 ©or lhpnod] L there iD and Wo{ G d asatual Loads When a lag screw is subjected to combined lateral and withdrawal loading, as when the lag screw is inserted perpendicular to the fiber and the load acts at an angle, a, to the wood surface (see Figure 9A), the allowable design value shall be determined as follows (see Appendix J): (W'p)Z' Z= (W'p)cos2 a+Z'sin2 a where (9.3-6) a = angle between wood surface and direction of applied load p = length of thread penetration in main member Ffigaurfa OA ©onillEined L aterrall and N96nd]rtiw✓iD doadonig AMERICAN FOREST & PAPER ASSOCIATION SM3EMS SV1 Appendix 1 Non -Eland nipNca0 Maiden] Log SO' S m D = unthreaded shank diameter Dr = root diameter of threaded portion W = width of head across flats H = height of head L Nominal Length L 1" 1-1/2" 2" 2-1/2" 3" 4" 5" 6" 7" 11 9" 10" 11" 12" Dr E H W N s T T -E s T T -E s T T -E s T T -E s T T -E s T T -E s T T -E s T T -E s T T -E s T T -E s T T -E s T T -E s T T -E s T T -E 1/4" MO" D, ItJ� S T EEI Unthreaded shank diameter, D S = unthreaded shank Length T = thread length' E = length of tapered tip N = number of threads/inch 0.173" 5/32" 11/64" 7/16" 10 5/16" 3/8" 7/16" 1/2" 5/8" 3/4" 7/8" 1" 0.227" 3/16" 7/32" 1/2" 9 0.265" 7/32" 1/4" 9/16" 7 0.328" 9/32" 19/64" 5/8" 7 0.371" 5/16" 11/32" 3/4" 6 0.471" 13/32" 27/64" 15/16" 5 0.579" 1/2" 1/2" 1-1/8" 4-1/2 0.683" 19/32" 37/64" 1-5/16" 4 1/4" 3/4" 19/32" 1/4" 1-1/4" 1-3/32" 1/4" 3/4" 9/16" 1/4" 3/4" 17/32" 1/4" 3/4" 15/32" 1/4" 3/4" 7/16" 0.780" 11/16" 43/64" 1-1/2" 3-1/2 1-1/8" 0.887" 25/32" 3/4" 1-11/16" 3-1/4 1-1/4" 1.012" 7/8" 27/32" 1-7/8" 3-1/4 1/4" 1-1/4" 1-1/16" 1/4" 1-1/4" 1-1/32" 1/4" 1-1/4" 31/32" 1/4" 1-1/4" 15/16" 1/2" 1-1/2" 1-11/32" 3/4" 1-3/4" 1-19/32" 1" 2" 1-27/32" 1-1/2" 2-1/2" 2-11/32" 2" 3" 2-27/32" 2-1/2" 3-1/2" 3-11/32" 3" 4" 3-27/32" 3-1/2" 4-1/2" 4-11/32" 4" 5" 1/2" 1-1/2" 1-5/16" 1/2" 1-1/2" 1-9/32" 1/2" 1-1/2" 1-7/32" 1/2" 1-1/2" 1-3/16" 1/2" 1-1/2" 1-3/32" 3/4" 1-3/4" 1-9/16" 1" 2" 1-13/16" 1-1/2" 2-1/2" 2-5/16" 3/4" 1-3/4" 1-17/32" 1" 2" 1-25/32" 1-1/2" 2-1/2" 2-9/32" 3/4" 1-3/4" 1-15/32" 1" 2" 1-23/32" 1-1/2" 2-1/2" 2-7/32" 3/4" 1-3/4" 1-7/16" 1-1/2" 2-1/2" 2-3/16" 3/4" 1-3/4" 1-11/32" 1" 2" 1-19/32" 1-1/2" 2-1/2" 2-3/32" 1" 2" 1-1/2" 1-1/2" 2-1/2" 2" . 1" 1" 2" 2" 1-13/32" 1-5/16" 1-1/2" 1-1/2" 2-1/2" 2-1/2" 1-29/32" 1-13/16" 2" 3" 2-13/16" 2" 3" 2-25/32" 2" 3" 2-23/32" 2" 3" 2-11/16" 2" 3" 2-19/32" 2" 3" 2-1/2" 2" 3" 2-13/32" 2-1/2" 3-1/2" 3-5/16" 2-1/2" 3-1/2" 3-9/32" 2-1/2" 3-1/2" 3-7/32" 2-1/2" 3-1/2" 3-3/16" 2-1/2" 3-1/2" 3-3/32" 2-1/2" 3-1/2" 3" 2" 3" 2-5/16" 2-1/2" 2-1/2" 3-1/2" 3-1/2" 2-29/32" 2-13/16" 3" 4"- 3-13/16" 3" 4" 3-25/32" 3" 4" 3-23/32" 3" 4" 3-11/16" 3" 4" 3-19/32" 3" 4" 3-1/2" 3" 3" 4" 4" 3-13/32" 3-5/16" 1-1/2" 2-1/2" 1-23/32" 2" 3" 2-7/32" 2-1/2" 3-1/2" 2-23/32" 3-1/2" 4-1/2" 4-5/16" 3-1/2" 4-1/2" 4-9/32" 3-1/2" 4-1/2" 4-7/32" 3-1/2" 4-1/2" 4-3/16" 3-1/2" 4-1/2" 4-3/32" 3-1/2" 4-1/2" 4" 3-1/2" 3-1/2" 4-1/2" 4-1/2" 3-29/32" 3-13/16" 4-27/32" 4-1/2" 5-1/2" 5-11/32" 5" 6" 5-27/32" 6" 6" 5-27/32" 4" 5" 4-13/16" 4" 5" 4-25/32" 4" 5" 4-23/32" 4" 5" 4-11/16" 4" 5" 4-19/32" 4" 5" 4-1/2" 4" 4" 5" 5" 4-13/32" 4-5/16" 3" 4" 3-7/32" 3-1/2" 4-1/2" 3-23/32" 4-1/2" 5-1/2" 5-5/16" 4-1/2" 5-1/2" 5-9/32" 4-1/2" 5-1/2" 5-7/32" 4-1/2" 5-1/2" 5-3/16" 4-1/2" 5-1/2" 5-3/32" 4-1/2" 5-1/2" 5" 4-1/2" 4-1/2" 5-1/2" 5-1/2" 4-29/32" 4-13/16" 5" •6" 5-13/16" 5" 6" 5-25/32" 5" 6" 5-23/32" 5" 6" 5-11/16" 5" 6" 5-19/32" 5" 6" 5-1/2" 5" 511 6" 6" 5-13/32" 5-5/16" 4" 5" 4-7/32" 4-1/2" 5-1/2" 4-23/32" • 6" 6" 5-13/16" 6" 6" 5-25/32" 6" 6" 6" 6" 6" 6" 5-23/32" 5-11/16" 5-19/32" 6" 6" 5-1/2" 6" 6" 5-13/32" 6" 6" 5-5/16" 5" 6" 5-7/32" 6" 6" 5-7/32" 1. Thread length (T) for intermediate nominal lag screw lengths (L) is 6", or 1/2 the nominal lag screw length plus 0.5", whichever is less. AMERICAN FOREST & PAPER ASSOCIATION 1-1/2" 2-1/2" 1-5/8" 2" 3" 2-1/8" 2-1/2" 3-1/2" 2-5/8" 3" 4" 3-1/8" 3-1/2" 4-1/2" 3-5/8" 4" 5" 4-1/8" 4-1/2" 5-1/2" 4-5/8" 5" 6" 5-1/8" 6" 6" 5-1/8" G la z Scraps & Ties HRS/ST/FHA/LSTA/LSTI/S/MST/MSTA/MSTC/MSTI Strap Ties 64 Available with additional corrosion protection. Check with Simpson Strong -Tie. CODES: See page 8 for Code Listing Key Chart. SIMPSON StrongTie Model No. Connector Material Thick. mil (ga) Dimensions Fasteners (Total) Allowable ASD Tension Loads Code Ref. Rafter/Stud/Joist Thickness 33 mil (20 ga) 43 mil (18 ga) 54 mil (16 ga) W L 33 mil (20 ga) 43 mil (18 ga) 54 mil (16 ga) LSTA9 33 (20 ga) 11/4 9 8- #10 8- #10 8- #10 705 1120 1190 FC1 LSTA12 11/4 12 10- #10 10- #10 8- #10 885 1190 1190 LSTA15 11/4 15 12- #10 12- #10 10- #10 1060 1190 1190 LSTA18 11/4 18 14-#10 12-#10 10-#10 1190 1190 1190 LSTA21 11/4 21 14- #10 12- #10 10- #10 1190 1190 1190 LSTA24 11/4 24 14- #10 12- #10 10- #10 1190 1190 1190 ST292 21/46 95/45 12- #10 10- #10 10- #10 1060 1240 1240 ILC1, LC1, FC1 ST2122 21/46 1213/16 16- #10 12- #10 10- #10 1415 1502 1502 ST2115 3/4 165/16 8- #10 6- #10 4- #10 630 630 630 ST2215 21/16 165/16 20- #10 14- #10 10- #10 1765 1825 1825 LSTA30 43 (18 ga) 11/4 30 18- #10 12- #10 10- #10 1555 1555 1555 FC1 LSTA36 11/4 36 18- #10 16- #10 14- #10 1555 1555 1555 LSTI49 33/4 49 32- #10 32- #10 20- #10 2830 4050 4050 LSTI73 33/4 73 46- #10 32- #10 20- #10 4050 4050 4050 MSTA9 .11/4 9 8- #10 8- #10 8- #10 705 1050 1555 MSTA12 11/4 12 10- #10 10- #10 8- #10 885 1315 1555 MSTA15 11/4 15 12- #10 12- #10 10- #10 1060 1555 1555 MSTA18 11/4 18 14- #10 12- #10 10- #10 1235 1555 1555 MSTA21 11/4 21 16- #10 12- #10 10- #10 1415 1555 1555 MSTA24 11/4 24 18- #10 12- #10 10- #10 1555 1555 1555 MSTA30 54 (16 ga) 11/4 30 22- #10 16- #10 12- #10 1945 1950 1950 MSTA36 11/4 36 24- #10 18- #10 16- #10 1950 1950 1950 ST6215 21/16 165/16 20- #10 16- #10 10- #10 1765 2025 2025 ILC1, LC1, FC1 ST6224 21/16 235/16 28- #10 20- #10 12- #10 2455 2455 2455 ST9 11/4 9 8- #10 8- #10 8- #10 705 1050 1350 FC1 ST12 1% 11% 10-#10 10- #10 8- #10 885 1315 1350 ST18 11/4 173/4 14- #10 12- #10 12- #10 1235 1350 1350 ST22 11/4 215/8 20- #10 20- #10 20- #10 1350 1350 1350 MSTC28 3 281/4 36- #10 36- #10 30- #10 3180 4600 4600 MSTC40 3 401/4 52- #10 46- #10 46- #10 4595 4600 4600 MSTC52 3 521/4 54- #10 42- #10 42- #10 4600 4600 4600 MSTC6668 (14 ga) 3 653/4 66- #10 46- #10 30- #10 5795 5795 5795 MSTC78 3 773/4 66- #10 46- #10 30- #10 5795 5795 5795 ST6236 21/16 3313/16 40-#10 30-#10 18-#10 3535 3760 3760 ILC1, LC1, FC1 HRS6 97 (12 ga) 13/8 6 6-#10 6-#10 6- #10 530 790 1600 FC1 HRS8 1% 8 10-#10 10-#10 10-#10 885 1315 2670 HRS12 13/8 12 14- #10 14- #10 12- #10 1235 1840 2710 FHA6 17/16 6% 8- #10 8- #10 8- #10 705 1050 2045 FHA9 17/16 9 8- #10 8- #10 8- #10 705 1050 2045 FHAl2 17/16 115/8 8-#10 8- #10 8- #10 705 1050 2045 FHA18 17/16 173/4 8- #10 8- #10 8- #10 705 1050 2045 FHA24 1'/16 237/8 8- #10 8- #10 8- #10 705 1050 2045 FHA30 17/16 30 8- #10 8- #10 8- #10 705 1050 2045 MSTI26 21/16 26 26- #10 26- #10 22- #10 2300 3420 5025 MSTI36 21/46 36 36- #10 36- #10 22- #10 3180 4735 5025 MSTI48 21/16 48 48- #10 40- #10 22- #10 4240 5025 5025 MSTI60 21/16 60 58- #10 40- #10 22- #10 5025 5025 5025 S/MST27 21/16 27 30- #10 30- #10 22- #10 2650 3945 5025 S/MST37 21/46 37 42- #10 40- #10 22- #10 3710 5025 5025 ILC1, S/MST48 21/16 48 54- #10 40- #10 24- #10 4770 5155 5155 LC1, S/MST60 118 21/16 60 68- #10 52- #10 30- #10 6010 6650 6650 FC1 S/MST72 (10 ga) 21/46 72 76- #10 52- #10 30- #10 6650 6650 6650 1. Use half of the fasteners in each member being connected to achieve the listed loads. 2. Loads are based on lesser of steel capacity or fastener calculation. 3. Not all fastener holes need to be filled as additional fastener holes are provided. Install fasteners symmetrically. r rFcin ll 9nin RIMPcnM cTR(Dln-TIF nnMPAMV INC 1 31 taRIP ru METAL -TO -WOOD FASTENERS Selector Guide Product Report No. 02711 Part Number Desch tion - - ap_ - Head Style Drilf point Dri'ill i3r Tag CaPaCity `Maenal Aitachoint Range, �"_ Box Applioatrons 1271000 9-15 x 1" HWH Sharp 012-.048 0-.250 7,000 • Metal wall panel to wood 1272000 1273000 9-15 x 1-1/2" 9-15 x 2" HWH HWH Sharp Sharp .012-.048 .012-.048 0-.750 .500-1.250 4,000 3,000 structure 1275000 1276000 1558000 9-15 x 2-1/2" 9-15 x 3" 14-10 x 1-1/2" HWH HWH 5/16" AF HWH Sharp Sharp Tvoe 17 .012-.048 .012-.048 .012-.048 1.000-1.750 1.500-2.250 .445 1,500 1,500 3.000 .Metal panel over insulation to wood 1277000 12-14 x 3/4" HWH Sharp .012-.048 - 4,000 10 With -1/2" Bonded Washer'-'" ----- - _. - - _. _- _.._ -__.__.__. ... ,._ ___ , � Stitching of metal wall panel 1262053 1264053 9-15 x 1" 9-15 x 1-1/2" HWH HWH Sharp Sharp .012-.048 .012-.048 - 0-.250 0-.750 4,000 2,500 • Metal roof and wall panel to wood 1267053 9-15 x 2" HWH Sharp .012-.048 .500-1.250 2,000 1268053 9-15 x 2-1/2" HWH Sharp .012-.048 0-.250 1,500 • Metal panel over insulation to 1269053 9-15 x 3" HWH Sharp .012-.048 1.500-2.250 1,000 wood 1801053 10-16 x 1" HWH A.P.T. .012-.048 0-.250 2,500 1802053 10-16 x 1-1/2" HWH A.P.T. .012-.048 0-.750 2,500 1803053 10-16 x 2" HWH A.P.T. .012-.048 .012-.048 2,000 1804053 10-16 x 2-1/2" HWH A.P.T. .012-.048 1.000-1.750 1,500 1805053 10-16 x 3" HWH A.P.T. .012-.048 1.500-2.250 1,000 1525053 14-10 x 1" 5/16" AF HWH Type 17 .012-.048 0-.445 2,500 1526053 14-10 x 1-1/2" 5/16" AF HWH Type 17 .012-.048 0-.750 2,000 1270053 12-14 x 3/4" *HWH Sharp .012-.048 - 4,000 • Slitdtibg of metal roof and wag panel Performance Data for #10 Diameter \c2- �= 4AV"S- :T1 PULLOUT VALUES IN STEEL (average lbs. ultimatej Fastener Dia. Steel Gauge 26 24 22 20 18 9 171 252 329 401 634 12 199 271 360 426 656 10 151 238 291 359 478 PULLOUT VALUES IN WOOD (averagelbsultur i Fastener Dia. Embedment in 2" x 4" 1/2" 314" 1" 1-1/4" 1-1/2" 9 198 328 571 728 872 12 210 335 - - 515 10 256 710 753 1121 _- 1358 The values listed are ultimate averages achieved under laboratory conditions and apply to B ildex manufactured fasteners only. Appropriate safety factors should be appl ed to these values for design purposes. Installation Guidelines FASTENER VALUES' Fastener (dia-tpi) Tensile (lbs. min.) Shear (avg. lbs. ult.) Torque (min. in. lbs.) 9-15 1800 1200 50 12-14 2778 2000 92 10-16 1927 (1200, 71 PULLOVER VALUES (average lbs. ultimate) Fastener Steel Gauge Dia. Equivalent 26 24 22 20 18 9 Unwashered 465 623 815 1049 1549 9 Washered 515 674 875 1100 1627 12 Unwashered 527 699 863 912 1185 12 Washered 587 744 915 993 1246 10 Washered 548 932 1122 1444 1894 VskA standard screwgun with a depth sensitive nosepiece should be used to install TruGrip'". For optimal fastener performance, the screwgun should be a minimum of 6 amps and have an RPM range of 0-2500. 1 Adjust the screwgun nosepiece to properly seat the fastener. New magnetic sockets must be correctly set before use. Remove chip build-up as needed. iiTLir/Buildex SHEET STEEL GAUGES Gauge Decimal No. Equivalent 18 .048" 20 .036" 22 .030" 24 .024" 26 .018" 28 .015" 30 .012" Overdriving may result in torsional failure of the fastener or stripout of the substrate. L The fastener must penetrate beyond the metal structure a minimum of 3 pitches of thread. Properly Seated Washers r L 1 r r 1 Underdriven Correctly Overdriven Driven 1349 West Bryn Mawr Avenue Itasca, Illinois 60143 630-595-3500 Fax: 630-595-3549 www.itwbuildex.com 34 TruGrip"' and Climaseal' are trademarks of ITW Buildex and Illinois Tool Works, Inc. O 2010 ITW Buildex and Illinois Tool Works, Inc. ao[pwa ®®jo Itaa3 JOB CONSULTING ENGINEERS/CIVIL AND STRUCTURAL PO Box 836 Auburn, WA 98071 253-833-7776 Fax 253-939-2168 SHEET NO 9 OF CALCULATED BY DATE i40 \ ZscAl CHECKED BY DATE KOidt SCALE 7 t 7 estS. --VQ-444SS DeNkNA-1,41-N NG, / rt- VIbcscp Vale. Ke=t7k.', res ZS ?VT' 'Si- a e5-14 e.sg-Ts4 \?0,7 G11.2.4-Arlge? 4 C,V-V7 gth-1 -6 qc-, 4- 4c -1'074J— LopKtP % IG•c. „ crc rt.+ ‘14S117--61 p 114rZ •.`K1t-t' 7?-144.SS SZ‘57-4=-Zio-P.,1t izse- eteCii7r_37 V --c> ‘-cittult7 L.E4> 11-1-PN44 "-MC- -\(.k a: e,e5T-T-T. LTC'S, 1-47-.43 -Tits CA -17 ,Zrzwri UlArr 4r Lf.s 0 Lo rt. D PRODUCT 207 Rupert Engineering, Inc. ConsultingEngineersCivil/Structural 1519 West Valley Highway N., Suite 101 Auburn, WA 98001 Title Block Line 6 Wood Beam Lic. # : KW -06001423 Project Title: City of Tukwila - Police Admin Suite Engineer: TCL Project ID: 17059 `Cs Project Descr: Rooftop Unit Seismic Holdown Design Description : New 4X4 Treated Sleeper for Rooftop Unit CODE REFERENCES Printed: 29 NOV 2017, 11:53AM File = S:12017117059R-11STRUCT-1\Design\design.ec6 ENERCALC, INC. 1983-2017, Build:10.17.9.30, Ver:10.17.9.30 Licensee : RUPERT ENGINEERING, INC. Calculations per NDS 2005, IBC 2009, CBC 2010, ASCE 7-10 Load Combination Set : IBC 2015 Material Properties Analysis Method : Allowable Stress Design Load Combination IBC 2015 Wood Species Wood Grade : Douglas Fir - Larch : No.2 Fb + Fb - Fc - Prll Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsional buckling 900.0 psi 900.0 psi 1,350.0 psi 625.0 psi 180.0 psi 575.0 psi E : Modulus of Elasticity Ebend- xx 1,600.0 ksi Eminbend -xx 580.0k'si Density 32.210 pcf D(0.106) 1=(0.167) D(0.15) E(0.167) 4x4 Span =4.Oft Applied Loads Beam self weight calculated and added to loads Point Load : D = 0.1060, E = 0.1670 k @ 1.0 ft, (Rooftop Corner Wt 2) Point Load : D = 0.150, E = 0.1670 k @ 3.0 ft, (Unit Corner Wt B) DESIGN SUMMARY Service loads entered. Load Factors will be applied for calculations. US, 4x4 P ? 3 -Ca rnt. \O Desi •n OK Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection = 0.399 1 4x4 = 861.47 psi 2,160.00 psi +1.135D+2.10E+H 2.993ft = Span # 1 0.027 in 0.000 in 0.040 in 0.000 in Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs Ratio = Ratio = Ratio = Ratio = 1804 >=360 0 <360 1205 >=180 0 <180 0.218: 1 4x4 62.91 psi = 288.00 psi +1.135D+2:10E+H 3.723 ft Span # 1 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V Cd CFN Ci Cr Cm Moment Values C t CL M fb F'b Shear Values V fv F'v +D+H Length = 4.0 ft +D+L+H Length = 4.0 ft +D+Lr+H Length = 4.0 ft 1 0.198 0.109 0.90 1.500 1.500 1 0.178 0.098 1.00 1.500 1.500 1 0.142 0.078 1.25 1.500 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.14 240.22 0.14 240.22 0.14 240.22 0.00 1215.00 0.00 1350.00 0.00 1687.50 0.00 0.00 0.00 0.14 17.60 162.00 0.00 0.00 0.00 0.14 17.60 180.00 0.00 0.00 0.00 0.14 17.60 225.00 Rupert Engineering, Inc. Consu ItingEngineersCivil/Structural 1519 West Valley Highway N., Suite 101 Aubum, WA 98001 Title Block Line 6 Wood Beam Project Title: City of Tukwila - Police Admin Suite Engineer: TCL Project ID: 17059 0 Project Descr: Rooftop Unit Seismic Holdown Design Printed: 29 NOV 2017,11:53AM File = 5:12017117059R-11STRUCT-11Design\design.ec6 ENERCALC, INC. 1983-2017, Build:10.17.9.30, Ver:10.17.9.30 Lic. #: KW -06001423 Licensee : RUPERT ENGINEERING, INC. Description : Load Combination New 4X4 Treated Sleeper for Rooftop Unit Max Stress Ratios Moment Values Shear Values Segment Length Span # M V Cd C FN Ci Cr C m C t CL M fb F'b V fv F'v +D+S+H 1.500 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.0 ft 1 0.155 0.085 1.15 1.500 1.00 1.00 1.00 1.00 1.00 0.14 240.22 1552.50 0.14 17.60 207.00 +0+0.750Lr+0.750L+H 1.500 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.0 ft 1 0.142 0.078 1.25 1.500 1.00 1.00 1.00 1.00 1.00 0.14 240.22 1687.50 0.14 17.60 225.00 +D+0.750L+0.750S+H 1.500 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.0 ft 1 0.155 0.085 1.15 1.500 1.00 1.00 1.00 1.00 1.00 0.14 240.22 1552.50 0.14 17.60 207.00 +D+0.60W+H 1.500 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.0 ft 1 0.111 0.061 1.60 1.500 1.00 1.00 1.00 1.00 1.00 0.14 240.22 2160.00 0.14 17.60 288.00 +D-0.60W+H 1.500 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.0 ft 1 0.111 0.061 1.60 1.500 1.00 1.00 1.00 1.00 1.00 0.14 240.22 2160.00 0.14 17.60 288.00 +1.135D+2.10E+H 1.500 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.0 ft 1 0.399 0.218 1.60 1.500 1.00 1.00 1.00 1.00 1.00 0.51 861.47 2160.00 0.51 62.91 288.00 +1.135D -2.10E+1 1.500 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.0 ft 1 0.166 0.091 1.60 1.500 1.00 1.00 1.00 1.00 1.00 0.21 358.00 2160.00 0.21 26.31 288.00 +D+0.750Lr+0.750L+0.450W41 1.500 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.0 ft 1 0.111 0.061 1.60 1.500 1.00 1.00 1.00 1.00 1.00 0.14 240.22 2160.00 0.14 17.60 288.00 +0+0.750Lr+0.750L-0.450W+H 1.500 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.0 ft 1 0.111 0.061 1.60 1.500 1.00 1.00 1.00 1.00 1.00 0.14 240.22 2160.00 0.14 17.60 288.00 +D+0.750L+0.750S+0.450W+H 1.500 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.0 ft 1 0.111 0.061 1.60 1.500 1.00 1.00 1.00 1.00 1.00 0.14 240.22 2160.00 0.14 17.60 288.00 +0+0.750L+0.750S-0.450W41 1.500 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.0 ft 1 0.111 0.061 1.60 1.500 1.00 1.00 1.00 1.00 1.00 0.14 240.22 2160.00 0.14 17.60 288.00 +1.101D+0.750L+0.750S+1.575E4 1.500 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.0 ft 1 0.327 0.179 1.60 1.500 1.00 1.00 1.00 1.00 1.00 0.42 706.16 2160.00 0.42 51.58 288.00 +1.1010+0.750L+0.750S-1.575E+H 1.500 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.0 ft 1 0.101 0.056 1.60 1.500 1.00 1.00 1.00 1.00 1.00 0.13 217.61 2160.00 0.13 16.06 288.00 +0.60D+0.60W+0.60H 1.500 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.0 ft 1 0.067 0.037 1.60 1.500 1.00 1.00 1.00 1.00 1.00 0.09 144.13 2160.00 0.09 10.56 288.00 +0.60D-0.60W+0.60H 1.500 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.0 ft 1 0.067 0.037 1.60 1.500 1.00 1.00 1.00 1.00 1.00 0.09 144.13 2160.00 0.09 10.56 288.00 +0.4655D+2.10E+0.60H 1.500 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.0 ft 1 0.324 0.178 1.60 1.500 1.00 1.00 1.00 1.00 1.00 0.42 700.75 2160.00 0.42 51.13 288.00 +0.4655D-2.10E+0.60H 1.500 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 ' 0.00 Length = 4.0 ft 1 0.229 0.125 1.60 1.500 1.00 1.00 1.00 1.00 1.00 0.29 494.19 2160.00 0.29 36.12 288.00 Overall Maximum Deflections Load Combination Span Max. "-" Defl Location in Span Load Combination Max. "+" Defl Location in Span +D+0.70E+H Vertical Reactions 1 0.0398 2.029 0.0000 0.000 Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.239 0.261 Overall MINimum 0.167 0.167 +D+H 0.122 0.144 +D+L+H , 0.122 0.144 +D+Lr+H 0.122 0.144 +D+S+H 0.122 0.144 +0+0.750Lr+0.750L41 0.122 0.144 +D+0.750L+0.750S+H 0.122 0.144 +0+0.60W41 0.122 0.144 +D+0.70E+H 0.239 0.261 +D+0.750Lr+0.750L+0.450W+H 0.122 0.144 +D+0.750L+0.750S+0.450W+H 0.122 0.144 +D+0.750L+0.750S+0.5250E+H 0.210 0.232 +0.60D+0.60W+0.60H 0.073 0.087 +0.60D+0.70E+0.60H 0.190 0.204 D Only 0.122 0.144 Lr Only L Only S Only Rupert Engineering, Inc. ConsultingEngineersCivil/Structural 1519 West Valley Highway N., Suite 101 Auburn, WA 98001 • Title Block Line 6 Wood Beam Project Title: City of Tukwila - Police Admin Suite Engineer: TCL Project ID: 17059 Project Descr: Rooftop Unit Seismic Holdown Design 111.- Printed: t Printed: 29 NOV 2017,11:53AM File = S:12017117059R-11STRUCT-11Designldesign.ec6 ENERCALC INC. 1983-2017, Build:10.17.9.30,.Ver:10.17.9.30 Lic. # : KW -06001423 Licensee RUPERT ENGINEERING, INC. Description : New 4X4 Treated Sleeper for Rooftop Unit VerticalReactions Support notation : Far left is #1 Values in KIPS Load Combination W Only E Only H Only Support 1 Support 2 0.167 0.167 Project: City of Tukwila Police Prepared By: Unit Report For 3.5T Horiz-46Ov 11/20/2017 01:10PM Unit Parameters Unit Model. 50VT-C42---6 Unit Size. 42 (3-1/2 Tons) Volts -Phase -Hertz. 460-3-60 Heating Type. Heat Pump Duct Cfg. Horizontal Supply / Horizontal Return Warranty Information 1 year warranty on parts 5 yearwarranty on compressor No optional warranties were selected. Dimensions (ft. in.) & Weight (1b.)*** Unit Length. 4' 0.25" Unit Width. 3' 8.1875" Unit Height. 4' 6.75" '*' Weights and Dimensions are approximate. Weight does not include roof curbs, unit packaging, field installed accessories or factory installed options. Approximate dimensions are provided primarily for shipping purposes. For exact dimensions and weights, refer to appropriate product data catalog. Total Operating Weight. 435 Ib NOTE: Please see Warranty Catalog 500-089 for explanation of policies and ordering methods. Ordering Information Part Number Description Quantity 50VT-C42---6 Rooftop Unit 1 Base Unit Accessories CPCRKHTR005A00 460V Crankcase Heater 1 CPHEATER061A02 7.5/10.0 kW, 460/480-3-60 volt, Electric Heater 1 CPECOMZR011A00 Horizontal Economizer 1 CPRLYKIT001A00 Economizer relay kit for heat pumps 1 Packaged Rooftop Builder 1.49a Page 3 of 8 HERMIT COORD COPY - PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M17-0188 DATE: ' 12/01/17 PROJECT NAME: CITY OF TUKWILA - POLICE ADMIN SITE ADDRESS: 6300 SOUTHCENTER BLVD - SUITE 205 X Original Plan Submittal Revision # s before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: fJ KW° Building Division Public Works Nh+-5, l Fire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 12/05/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 01/02/18 Approved ❑ Approved with Conditions Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: _ TT Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW ❑ Staff Initials: 12/18/2013 SEA AIRE INC Floine Espanol Contact Safety & Health Claims & Insurance Washington State Department of 1116,40 Labor & industries Page 1 of 2 Search L&I A -Z Index help My L&1 Workplace Rights Trades & Licensing SEA AIRE INC Owner or tradesperson Principals MCCURRY, JOHN M, PRESIDENT MCCURRY, JUDY A, VICE PRESIDENT MCCURRY-WARD, JENNIFER L, SECRETARY MCCURRY, DEBRA J, TREASURER MCINTYRE, FRANCIS D (End: 01/01/1980) MCINTYRE, CHRISTINE L (End: 01/01/1980) Doing business as SEA AIRE INC WA UBI No. 600 360 471 340 UPLAND DR TUKWILA, WA 98188 206-575-8051 KING County Business type Corporation License Verify the contractors active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. SEAAII*206JQ Effective — expiration 04/18/1980— 04/26/2018 Bond AMERICAN STATES INS CO Bond account no. 6162430 Active. Meets current requirements. $12,000.00 Received by L&I Effective date 04/18/2002 04/18/2002 Expiration date Until Canceled Insurance Ohio Security Ins Co $1,000,000.00 Policy no. BKS55083881 Received by L&I Effective date 03/10/2017 04/18/2012 Expiration date 04/18/2018 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=600360471 &LIC=SEAAII*206JQ&''SAW= 12/8/2017