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HomeMy WebLinkAboutPermit M19-0009 - HABITAT FOR HUMANITY - ROOFTOP A/C UNIT REPLACEMENTHABITAT FOR HUMANITY 1185 ANDOVER PARK W FINALED 06/15/2020 M19-0009 Parcel No: Address: �"^�xx "�� Tukwila ~~�~� uxn n K�m^��Una Deportment of Community Development 63vvSnvtncente,wpu.evanp,Suite #1vo Tukwila' -m�shington9O1OQ '— �^ p�^°^'7os��,'�Aro '-~-'- Inspection Request Line:IO6-43O-9BS0 Web site; http://www.TukwilaWA.gov 3523049093 1l85AmDOVEVPARK VV Project Name: HABITAT FOR HUMANITY MECHANICAL PERMIT Permit Number: M19'0009 Issue Date: 2/13/2019 Permit Expires On: 8/I2/20I9 Owner: Name: Contact Person; Nome: Contractor: License No: Lender: ICON OWNER POOL 1 WEST LLC ZNRIVERSIDE 5TEZ35U,[H|CAG0\ WA, 60606 MARK SMELTZER PERFORMANCE HEATING & A/C INC (O3NST) 1012CENTRAL AVE S,KEN[WA, 98032 Phone: (425)251-0356 Phone: (425)I51'0356 Expiration Date: 4/30/2019 DESCRIPTION OF WORK: REPLACE EXISTING FAILED 20 TON ROOFTOP GAS PACKAGE AC UNIT WITH NEW UNIT OF SAME CAPACITY& IN SAME LOCATION ON ROOF, Valuation of Work� $19,500,00 Type ofWork: REPLACEMENT Fuel type: GAS Fees Collected: $47799 Electrical Service Provided by:. PU6ETSOUND ENERGY Water District: TUKvV|L^ SewerDisthct: TUKVV|U\ 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: ized Signature: National Electrical Code - WA OtiesE|ec,hca|[ode: VVA[29646D: VVAState Energy Code: 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 nrlocal laws regulating construction urthe performance ofwork. |amauthorized tosign and obtain this development permit and agree tothe conditions attached tothis permit. �/(� /� Signature: ^~—� - 7� ~~ /�-- -~-~-_ Date: �/ /^/^ Print Name: This permit shall become null and void if the work isnot commenced within I8Odays for the date ofissuance, orif the work is suspended orabandoned for aperiod of180days from the last inspection. 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 toroof mounted equipment isrequired. 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 unsatisfactory completion ofthis requirement. 6: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City ofTukwila Bui|d|ngDepartment (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 OFPERMIT: The issuance orgranting ofapermit shall not beconstrued tobeapermit 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 ofthe City nfTukwila shall not bevalid. The issuance nfapermit based onconstruction 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 CONDnlONS*** 10: All mechanical work shall beinspected and approved under aseparate permit issued bythe City of Tukwila Permit Center (2O6/4]l']67O). ll: Manufacturers installation instructions shall be available on the job site at the time ofinspection. 12: The attached set of mechanical plans have been reviewed by The Tukwila Fire Marshals Office and are acceptable with the following concerns: 13: H.V.A-[. units rated at greater than 2,000 cfm require auto -shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required, (City Ordinance #Z437} 14: M.V.A.[. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall beequipped with onautomatic shutoff. Automatic shutoff shall beaccomplished byinterrupting the power source of the air -moving equipment upon detection of smoke in the main return -air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (|K4C§O6.l' 606.2.l) 15: Remote indicator lights are required on all above ceiling smoke detectors, (City Ordinance #2437) lS: Duct detectors shall send asupervisory signal only upon activation. (City Ordinance #2437) 17: All new fire alarm systems ormodifications toexisting systems shall have the written approval ofThe Tukwila Fire Prevention Bureau, Nuwork shall commence until afire department permit has been obtained. (City Ordinance #Z437)(|FC9Ol2) IO: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 19: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #Z435and #Z437) 20: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval ofsuch condition nrviolation. Zl: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at(ZU6)575'4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (%O6)43B93Su 1400 FIRE FINAL 0703 MECHEQUIP EFF 1800 MECHANICAL FINAL 0609 P|PE/DDCT|NSUL4T0N 0705 REFRIGERATION EQUIP 0701 ROU8H'|NMECHAN|CAL 0702 SMOKE DETECTOR TEST CITY OF TUKWI Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Mechanical Permit No. ` ( -- ©oo Project No, Date Application Accepted: 6 "';- Date Application Expires: (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 King Co Assessor's Tax No.: 352304-9093 Site Address: 1185 Andover Park West, Tukwila, WA. 98188 Suite Number: n/a Floor: n/a Tenant Name: Habitat for Humanity Store PROPERTY OWNER Name: ICON OWNER POOL 1 WEST LLC Address: 2 N RIVERSIDE STE 2350 City: Chicago State: Il Zip: 60606 CONTACT PERSON — person receiving all project communication Name: Mark Smeltzer Address: 1012 Central Ave S City: Kent State: WA Zip: 98032 Phone: (425) 251-0356 Fax: Email: mark@pmghvac.com New Tenant: ❑ Yes ®..No MECHANICAL CONTRACTOR INFORMATION Company Name: Performance Mechanical Group Address: 1012 Central Ave S City: Kent State: WA Zip: 98032 Phone: (425) 251-0356 Fax: Contr Reg No.: PERFOHA15ORT Exp Date: 04/30/2019 Tukwila Business License No.: bus-0992987 Valuation of project (contractor's bid price): $ Describe the scope of work in detail: Replace existing failed 20 ton rooftop gas package AC unit with new unit of same capacity & in same location on roof. 19,500 Use: Residential: New ❑ Replacement ❑ Commercial: New ❑ Replacement Fuel Type: Electric ❑ Gas Other: H;\Applications\Forms-Applications On Line\2016 Applications\Mechanical Permit Application Revised I-4-16.docx Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <100k btu Furnace >100k btu Floor furnace Suspended/wall/floor mounted heater Appliance vent Repair or addition to heatirefrig/cooling system Air handling unit <10,000 cfm Unit Type Qty Air handling unit >10,000 cfm Evaporator cooler Ventilation fan connected to single duct Ventilation system Hood and duct Incinerator — domestic Incinerator — comm/industrial Unit Type Qty Fire damper Diffuser Thermostat Wood/gas stove Emergency generator Other mechanical equipment 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-10pm); • Testing of backup generators during the day. PER T 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 AUTHO ZED AGENT: JI Signature: Of 0 Print Name: Mark Smeltzer Mailing Address: 1012 Central Ave S Date: 01/21/2019 (425) 251-0356 Day Telephone: WA 98032 Kent City Zip State HilApplieations \Forms -Applications On Line \ 2016 Apiplicationslklechanical Permit Application Revised 1-4-16.docx Revised: January 2016 Page 2 of 2 DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $477.93 M19-0009 Address: 1185 ANDOVER PARK W Apn 3523049093 $477.93 Credit Card Fee $13.92 Credit Card Fee R000.369.908.00.00 0.00 $13.92 MECHANICAL $446.16 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00,00 0.00 $323.78 PLAN CHECK FEE R000,322.102,00.00 0.00 $89.23 TECHNOLOGY FEE $17.85 TECHNOLOGY FEE R000.322.900.04.00 0.00 $17.85 TOTAL FEES PAID BY RECEIPT: R16592 $477.93 Date Paid: Wednesday, January 23, 2019 Paid By: ERIC KEEFE Pay Method: CREDIT CARD 559921 Printed: Wednesday, January 23, 2019 10:38 AM 1 of 1 SYSTEMS CO TUKWILA ETnAKIT 6200 S0UTH{EmTER gLVD TUKWIL4, WA 98188 206'433'1870 CITY OF TUKwILu Date: 01/I3/2819 10:38:05 AM CREDIT {nno 5xLc MASTERCARD CARD NUMBER: +*********1141 K Tnxm AMOUNT: $477.93 xppn0VAL [D: 559921 RECORD #: 000 CLERK ID' Bill Thank you! Customer Copy DocuSign Envelope ID: 1A0F0516-3599-4645-8AB5-3D13013C76BD 411 PCS Structural Solutions Seattle Tacoma Portland 1011 Western Avenue, Suite 8101 Seattle, WA 98104 1206.292.5076 1250 Pacific Avenue, Suite 701 I Tau na, WA 98402 1253.3E33.2797 101 SW Main Street, Suite 2801 Portland, OR 97204 1503.232.3746 www.pcs-structural.com STRUCTURAL CALCULATIONS FOR HABITAT FOR HUMANITY STORE RTU 1155 ANDOVER PARK YV TUKINILA, INASHINGTON PREPARED BY FIL. PCS STRUCTURAL 5OLUTION5 JANUARY 14, 20 1Q-16Q RECEIVED CITY OF TUKWILA JAN 23 2019 PERMIT CENTER REVIEWED -FOR ODE COMPLIANCE VED APPRONCE FEB 0 7 2019 City of Tukwila BUILDING DIVISION DoctSign Envelope ID:1A0F0516-3599-4645-8AB5-3D13013C76BD 2 NE Ex1ST) 20 TON RTU EXISTING RO CUR EMAIN. INS CURB AOA TER ON EXIS NG Ri NSTALL W RTU ON N CURB A R, 3 WAS AOOE{( & ATTACHED r0 EXISTING Gj. & 4x8 H SiUPSON U48 j EXISTING 2x WAS R£ 0 BY 40) A HED TO EXISTING PU UN & 4x8 SIMPSON 48. x x16'-0' THR BOLTED TO x16. BOLTS 24 O.C. OF (2) 2x1 s. 2x4 * 2'-0i O.C. TYP. 0 (All BAYS 1 G L/V�L SLA-B PARTIAL ROOF FRAMING PLAN HVAC DocUSign Envelope ID: 1A0F0516-3599-4645-8AB5-3D13013C76BD Project. NO gic1%.1"4G, tit AAA MA. Subject. 01.11-1 Structural lutions Originating Office: Seattle b" Sheet JobNo Name: a LAO Tacoma fl Portland Date- IA 0 /19 595' sriztA: e I F c.. Seattle Tacoma Portland 1011Western Avenue, Suite 810 • Seattle, WA 98104 • le1: 206,292.5076 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tel: 253.383,2797 101 SW Main Street, Suite 280 • Portland, OR 97204 • tel: 503.232.3746 www.pcs-structural.com DocUSign Envelope ID: 1A0F0516-3599-4645-8AB5-3D13013C76BD Project: :14rd11ll-ail- 4-0+. hie; fuvt•A" JobNo IP —I 69 4 Subject: f74 Name: Structuralu Originating Office: Seattle Tacoma Portland Date' ()5ie/4-mtrAer 2 SCA-LC-. $p5 • es 54 14 &A it? 4, (E) &LIALiAitA Seattle Tacoma Portland 1011 Western Avenue, Suite 810 • Seattle, WA 98104 • tel: 206.292.5076 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tel; 253.383.2797 101 SW Main Street Suite 280 • Portland, OR 97204 • tel: 503.232.3746 www.pcs•structural.corn DocuSign Envelope ID: 1A0F0516-3599-4645-8AB5-3D13013C76BD Project: thl../91hi- +ye I21A.. 5 Shoe NJoamb Noe uugt51-16 Subject: SolutionsOriginating Office: J Seattle Tacoma Ell Portland Date. /19 t 2- a, *too 3742.-11, A. (E)Ykit, * It, Lvi_Ccai. 25 o 62F tt fr (2,0 1 74. ZAP 4ft ( .•• —.age • = 1. tgl (CC r2F—L_) Seattle 1011 Westem Avenue, Suite 810 • Seattle, WA 98104 • tel: 206.292.5076 Tacoma 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tel: 253.383.2797 Portland 101 SW Main Street, Suite 280 • Portland, OR 97204 • tel: 503.232.3746 www.pcs-structural.com DocuSign Envelope ID: 1A0F0516-3599-4645-8AB5-3D13013C76BD Project: �{AL' ft-#. 47i /4uJob No: l9-16 9 6 Subject: Shut Name: Mat Structural Solutions Originating Office: ❑ Seattle �'' Tacoma ❑ Portland Date: /// /1 I x / mu • i2„ ; _ _ 3 `{ b d b) A 4 • Es _ I.Gx11)4 11)3Y.rz ,_` _ /.kIl ( v 1 NXl6 "� 4, 1. 3k (b ` p�? x 5'97** 13 ;_ = / 07-5 4r1©'4- 1.07-5 f t, LG r.pc l59 x 1.6 Y = 261 -) 1/2v11 Seattle Tacoma Portland 1011 Western Avenue, Suite 810 • Seattle, WA 98104 • tel: 206.292.5076 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tel: 253.383.2797 101 SW Main Street, Suite 280 • Portland, OR 97204 • tel: 503.232.3746 www.pcs-structural.com DocuSign Envelope ID: 1A0F0516-3599-4645-8AB5-3D13013C76BD Title Block Line 6 [Wood Beam Lic. #: KW-06002327 e cription (E) 4x8 at Edge of Un CODE REFERENCES Project Title: Engineer: Project ID: Project Descr: Printed: 11 JAN 2019, 9:02AM File = G:\2019 Jobs119169 Habitat for Humanity Store RTUkCalcs\ Habitat for Humanity Calcs.ec6 Software co. ri.ht ENERCALC, INC. 1983-2018, Build10.18.10.31 . 7 Licensee : PCS STRUCTURAL SOLUTIONS Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : IBC 2015 Material Properties Analysis Method : Allowable Stress Design Load Combination IBC 2015 Fb + Fb Fc - POI Wood Species ; Douglas Fir - Larch Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsional buckling ' Wood Grade : No.1 D(0.235) S(0.2) 1000 psi 1000 psi 1500 psi 625 psi 180 psi 675 psi Density E : Modulus of Elasticity Ebend- xx 1700ksi Eminbend - xx 620ksi 31.21 pcf Applied Loads 4x8 Span = 8.0 ft Service loads entered. Load Factors will be applied for calculations. Uniform Load: D = 0.2350, S = 0.20 , Tributary Width = 1.0 ft DESIGN SUMMARY 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 0.911: 1 4x8 1,361.97psi 1,495.00psi +D+S+11 4.000ft Span #1 Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum an span Span # where maximum occurs 0.098 in Ratio = 0.000 in Ratio = 0.213 in Ratio = 0.000 in Ratio = Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V C d C FN C Cr Cm 978 >=360 0 <360 449 >=240 0 <240 Design OK 0.424 : 4x8 87.84 psi 207.00 psi +D+S+H 7.416ft Span #1 Moment Values Ct C M fb F'b Shear Values V fv +D+H Length = 8.0 ft +D+L+H Length = 8.0 ft +D+Lr+H Length = 8.0 ft +D+S+H Length = 8.0 ft +D+0.750Lr+0.750L+H Length = 8.0 ft +D+0.750L+0.750S+H Length = 8.0 ft 1 0.629 0.293 0.90 1 0.566 0.264 1.00 1 0.453 0.211 1.25 1 0.911 0.424 1.15 1 0.453 0.211 1.25 1 0.806 0.376 1.15 1.300 1.300 1.300 1.300 1,300 1.300 1.300 1.300 1.300 1.300 1.300 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 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 1.00 1.00 1.00 1.00 1.00 1.88 735.78 1.88 735.78 1.88 735.78 3.48 1,361.97 1.88 735.78 3.08 1,205.42 0.00 1170.00 0.00 1300.00 0.00 1625.00 0.00 1495.00 0.00 1625.00 0.00 1495,00 0.00 0.00 0.00 0.80 47.45 162.00 0.00 0.00 0.00 0.80 47.45 180.00 0.00 0.00 0.00 0.80 47.45 225.00 0.00 0.00 0.00 1.49 87.84 207.00 0.00 0.00 0.00 0.80 47.45 225.00 0.00 0.00 0.00 1.32 77.74 207.00 Docu'Sign Envelope ID: 1A0F0516-3599-4645-8AB5-3D13013C76BD Project Title: Engineer: Project ID: Project Descr: 8 Title Block Line 6 Wood Beam Ltc. # : KVV,06002327 Description : (E) 4x8 at Edge of Unit Load Combination Max Stress Ratios Segment Length Span a M V Cd C FN Printed: 11 JAN 2019, 9:02AM File = G:12019 Jabs119169 Habitat for Humanity Store RTtJ atcaWebaat for Humanity Cakcs.ec6 . Software . 1 r ENEFiCALC, INC. 1983.2018, Build:10.18.10.31 Licenses : PCS STRUCTURAL SOLUTIONS Moment Values Ci Cr Cm C 1 CL M fb F'b Shear Values V fv FV +D+0.60W+H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8,0 ft 1 0.354 0.165 1.60 1.300 1.00 1.00 1.00 1.00 1,00 1.88 735.78 2080.00 0.80 47.45 288.00 +D+0.70E+H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0,00 0.00 0.00 Length = 8.0 ft 1 0.354 0.165 1.60 1.300 1.00 1.00 1.00 1.00 1.00 1.88 735.78 2080.00 0.80 47.45 288.00 +D+0.750Lr+0.750L+0.450W+H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.354 0.165 1.60 1.300 1.00 1.00 1.00 1.00 1.00 1.88 735.78 2080.00 0.80 47.45 288.00 +D+0.750L+0.750S+0.450W+H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.580 0.270 1.60 1.300 1.00 1.00 1.00 1.00 1.00 3,08 1,205,42 2080.00 1.32 77.74 288.00 +D+0.750L+0.750S+0.5250E+H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.580 0.270 1.60 1.300 1.00 1.00 1.00 1.00 1.00 3.08 1,205.42 2080.00 1.32 77.74 288.00 +0.60D+0.60W+0.60H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.212 0.099 1.60 1.300 1.00 1.00 1.00 1.00 1.00 1.13 441.47 2080.00 0.48 28.47 288.00 +0.600+0.70E+0.60H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.212 0.099 1.60 1.300 1.00 1.00 1.00 1.00 1.00 1.13 441.47 2080.00 0.4B 28.47 288.00 Overall Maximum Deflections Load Combination Span Max, " " Deft Location in Span Load Combination Max, "+" Dell Location i1 Span +D+S+H 1 0.2134 4.029 0.0000 0.000 Vertical Reactions Support notation : Far left is 41 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 1.740 1.740 Overall MINimum 0.800 0.800 +D+H 0.940 0.940 +D+L+H 0.940 0,940 +D+Lr+H 0.940 0.940 +D+S+H 1.740 1.740 +D+0.750Lr+0.750L+H 0.940 0.940 +D+0.7501+0,750S+H 1.540 1.540 +D+0.60W+H 0.940 0.940 +D+0.70E+H 0.940 0.940 +D+0.750Lr+0.750L+0.450W+H 0.940 0.940 +D+0.750L+0.750S+0,450W+H 1.540 1.540 +0+0.750L+0.750S+0.5250E+H 1.540 1.540 +0.60D+0.60W+0.6011 0.564 0.564 +0.600+0.70E+0.60H 0.564 0.564 D Only 0.940 0.940 Lr Only L Only S Only 0.800 0.800 W Only E Only H Only DocuSign Envelope ID: 1 A0F0516-3599-4645-8AB5-3D13013C76BD Project Title: Engineer: Project ID: Project Descr: 9 Title Block Line 6 Wood Beam Lic. # : KW-06002327 Description : 1.10.18 (E) 4x16 s - Select Structural CODE REFERENCES Printed: 11 JAN 2019, 9:14AM File = G:12019 Jobsh9169 Habitat for Humanity Store RTLACalcslHab tat for Humanly Ca ca.ec6 . Sottwe • y '• • ENERCALC, INC. 1983-2018, Buad:10.18.10.31 re Licensee : PCS STRUCTURAL SOLUTIONS Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : IBC 2015 Material Properties Analysis Method : Allowable Stress Design Load Combination IBC 2015 Wood Species Wood Grade Beam Bracing Fb + Fb • Fc • PrII : Douglas Fir - Larch Fc - Perp Fv Ft : Beam is Fully Braced against lateral -torsional buckling Select structural D(0.188)E(0.303) 0 0 D(0 12) S(0.2) 0 1,600.0 psi 1,600.0 psi 1,100.0 psi 625.0 psi 170.0 psi 950.0 psi Density E : Modulus of Elasticity Ebend- xx 1 ,600.0ksi Eminbend - xx 580.0ksi 1.210pcf 4x16 Span = 24.0 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load : D = 0.0150, S = 0.0250 ksf, Tributary Width = 8.0 ft Uniform Load : D = 0.1880, E = 0.3030 kilt, Extent = 0.0 -» 10.0 ft, Tributary Width =1.0 ft rDESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span ft) : 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 Maximum_ Forces__ & Stresses for Load Combination' Max Stress Ratios Segment Length Span # M V +D+H Length = 24.0 ft 1 0.855 0.469 +D+L+H Length = 24.0 ft 1 0.770 0.422 +D+Lr+H Length = 24.0 ft 1 0.616 0.337 +D+S+H Length = 24.0 ft 1 1.345 0.676 +0+0.750Lr+0.750L+H Length = 24.0 ft 1 0.616 0,337 +0+0.750L+0.750S+H 1.34E 1 Maximum Shear Stress Ratio 4x16 Section used for this span 2,474.96psi fv : Actual 1,840.00psi Fv : Allowable +D+S+H Load Combination 10.774ft Location of maximum on span Span # 1 Span # where maximum occurs 0.907 in Ratio = 317 <360 0.000 in Ratio = 0 <360 1.808 in Ratio = 159 <240 0.000 in Ratio = 0 <240 oad Combinations Design N.G. 0.676 : 1 4x16 132.24 psi 195.50 psi +D+S+H 0.000 ft Span # 1 Cd CFN Ci Cr Cm C t CL Moment Values M Ib Fb Shear Values V fv Fv 0,90 1.000 1.000 1.00 1.000 1.000 1.25 1.000 1.000 1.15 1,000 1.000 1.25 1,000 1.000 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 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 13.92 1,231.34 13.92 1,231.34 13.92 1,231.34 27.98 2,474.96 13.92 1,231.34 0.00 1440.00 0.00 1600.00 0.00 2000.00 0.00 1840.00 0.00 2000.00 0.00 0.00 2.55 0.00 2.55 0.00 2.55 0.00 4.71 0.00 2.55 0.00 0.00 71.68 0.00 71.68 0.00 71.68 0.00 132.24 0.00 71.68 0.00 0.00 153.00 0.00 170.00 0.00 212.50 0.00 195.50 0.00 212.50 0.00 DoctiSign Envelope ID: 1A0F0516-3599-4645-8AB5-3D13013C76BD Project Title: Engineer Project ID: Project Descr: 10 Title Block Line 6 Wood Beam Lic. #: KW-06002327 Description : 1-10-1 E 4x16 Pu ins - Select Structural Load Combination Segment Length Span # Length = 24.0 ft 1 +D+0.60W+H Length = 24.0 ft 1 +D+0.70E+H Length 24.0 ft 1 +0+0.750Lr+0.750L+0.450W+H Length = 24.0 ft 1 +D+0.750L+0.750S+0A50W+H Length = 24.0 ft 1 +D+0.750L+0,7505+0.5250E+H Length = 24.0 ft 1 +0.60D+0.60W+0.60H Length = 24.0 ft 1 +0.60D+0.70E+0.60H Length = 24.0 ft 1 Max Stress Ratios Printed: 11 JAN 2019, 9:14AM F1e= G:12019 ,Sobs119169 Habitat for Humanity Store RTUNCeics1Habilat lor Humanity Cales.eo6 . Software iri.hIENERCALC, INC. 1983-201B, Build:10.18.1031 . Licensee : PCS STRUCTURAL SOLUTIONS Moment Values M V Cd C FN C Cr Cm C t CLM fb F'b Shear Values V iv F'v 1.174 0.599 1.15 1.000 1.00 1.00 1.00 1.00 1.00 24.42 2,160,43 1840.00 4.17 117.10 195.50 1,000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.481 0.264 1,60 1.000 1.00 1.00 1.00 1.00 1.00 13.92 1,231.34 2560.00 2.55 71.68 272,00 1.000 1.00 1.00 1.00 1.00 1,00 0.00 0.00 0.00 0.00 0.705 0.410 1.60 1,000 1.00 1.00 1.00 1.00 1,00 20.41 1,805.22 2560.00 3.97 111.56 272.00 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.481 0.264 1.60 1.000 1.00 1.00 1,00 1.00 1.00 13.92 1,231.34 2560.00 2.55 71.68 272.00 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.844 0.431 1.60 1.000 1.00 1.00 1.00 1.00 1.00 24.42 2,160.43 2560.00 4.17 117.10 272.00 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.004 0.540 1.60 1.000 1.00 1.00 1.00 1.00 1,00 2,569.64 2560.00 5.23 147.01 272,00 1.000 1.00 1.00 1,03 1.00 1.00 0.00 0.00 0.00 0.00 0.289 0,158 1.60 1.000 1,00 1.00 1.00 1.00 1.00 8.35 738.80 2560.00 1S3 43.01 272,00 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0,00 0.00 0.514 0.305 1.60 1.000 1.00 1.00 1.00 1.00 1.00 14.87 1,315.68 2560.00 2.95 82.89 272.00 Overall Maximum Deflections Load Combination Span Max, '-' Defl Location in Span Load Combination Max. "+" Deft Location in Span +D+0.750L+0.750S+0.5250E+H 1 1.8081 11.650 Vertical Reactions Support notation : Far left is #1 0.0000 0,000 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 5.988 4.232 Overall MINimum 2.399 0.631 +D+H 2.928 1.832 +D+L+H 2.928 1.832 +D+Lr+H 2.928 1.832 +D+S+H 5.328 4.232 +D+0.750Lr+0.750L+H 2.928 1.832 +D+0.750L+0.750S+H 4.728 3,632 +D+0.60W+H 2.928 1.832 +D+0.70E+H 4.607 2274 +D+0.750Lr+0.750L+0.450W+H 2.928 1.832 +D+0.750L+0.750S+0.450W+H 4.728 3.632 +D+0.750L+0.750S+0.5250E+H 5.988 3,963 +0.60D+0.60W+0.60H 1.757 1.099 +0.60D+0.70E+0.60H 3.436 1.541 D Only 2.928 1.832 Lr Only L Only S Only 2.400 2.400 W Only E Only 2.399 0.631 H Only Docu'Sign Envelope ID: 1A0F0516-3599-4645-8AB5-3D13013C76BD Project Title: Engineer: Project ID: Project Descr: 11 Title Block Line 6 ood Beam Lic. #: KW-06002327 Description : 0-18 (E) 4x16 Pur ins • 1• /4x16 SC CODE REFERENCES File r. GA2019 Jobs11 Printed: 11 JAN 2019, 9:15AM Habitat for Humanity Store RTUCalcs1Habitat tor Humanity Calmar* . Software ENERCALC. INC. 1983-2018, Bui1110.18.10.31 , Licensee : PCS STRUCTURAL SOLUTIONS Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : IBC 2015 Material Properties Analysis Method : Allowable Stress Design Load Combination IBC 2015 Wood Species Trus Joist Wood Grade : Parallam PSL 1.8E Fb Fb - Fe - Pril Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsional buckling D .1 E(0.303) D 0.12 2,400.0 psi 2,400.0 psi 2,500.0 psi 545.0 psi 190.0 psi 1,755.0 psi 0. E: Modulus of Elasticity Ebend- xx 1 ,800.0ksi Eminbend • xx 914.88ksi Density 45.070 pcf 1.75x16 Span = 24.0 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load: D= 0.0150, S = 0.0250 ksf, Tributary Width = 8.0 ft Uniform Load : D = 0.1880, E = 0.3030 k/ft, Extent = 0.0 -» 10.0 ft, Tributary Width = 1.0 ft DESIGN SUMMARY 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 1.694 1 1.75x16 4,496.74 psi 2,654.10psi +D+S+H 10.774ft Span # 1 Maximum Shear Stress Ratio Section used for this span fv: Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 1.397 in Ratio = 0.000 in Ratio = 2.783 in Ratio = 0.000 in Ratio = Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V Cd C FN C 206 <360 0 <360 103 <240 0 <240 C t CL Moment Values M fb F'b Design N.G. 1.143 :1 1.75x16 249.69 psi 218.50 psi +D+S+H 0.000ft Span # 1 Shear Values V fv Fv +DM Length = 24.0 ft +D+L+H Length = 24.0 ft +D+Lr+H Length = 24.0 ft +D+S+H Length = 24,0 ft +D+0,750Lr+0.750L+H Length = 24.0 ft +D+0.750L+0.750S+H 1.077 0.791 1 0.969 0.712 1 0.775 0.569 1 1.694 1.143 1 0.775 0.569 0.90 0.962 0.962 1.00 0.962 0.962 1.25 0,962 0.962 1.15 0.962 0.962 1.25 0.962 0.962 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 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 13.92 2,23721 13.92 2,237.21 13.92 2,237.21 27.98 4,496.74 13.92 2,237.21 0.00 2077.12 0.00 2307.91 0.00 2884.89 0.00 2654.10 0.00 2884.89 0.00 0.00 0.00 0.00 2.52 135.20 171.00 0.00 0.00 0.00 2.52 135.20 190.00 0.00 0.00 0.00 2.52 13520 237.50 0.00 0.00 0.00 4.66 249.69 218.50 0.00 0.00 0.00 2.52 135.20 237.50 0.00 0.00 0.00 Docu'Sign Envelope ID: 1A0F0516-3599-4645-8AB5-3D13013C76BD Project Title: Engineer: Project ID: Project Descr: 12 Ti e Block Line 6 Printed: 11 JAN 2019, 9:15AM Wood Beam Lic, : KW-06002327 Description : 0- 8 (E) 4x16 Purlins • 1-3/4x16 SCL Load Combination Max Stress Ratios Segment Length Span # M V Cd C FN C Cr Cm C C L M fb F'b V fv F'v Length = 24.0 ft 1 1.479 1.012 1.15 0.962 1.00 1.00 1.00 1.00 1.00 24.42 3,925.27 2654.10 4.13 221,07 218,50 +D+0.60W+H 0.962 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 24.0 ft 1 0.606 0.445 1.60 0.962 1.00 1.00 1.00 1.00 1.00 13.92 2,237.21 3692,66 2,52 135,20 304.00 +D+0.70E+H 0.962 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 24.0 ft 1 0.888 0.692 1.60 0.962 1.00 1.00 1.00 1.00 1.00 20.41 3,279,89 3692.66 3.92 210.22 304.00 +D+0.750Lr+0.750L+0.450W+H 0.962 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 24.0 ft 1 0.606 0.445 1.60 0.962 1.00 1.00 1.00 1.00 1.00 13.92 2,237,21 3692.66 2.52 135,20 304,00 +D+0.750L+0.750S+0.450W+H 0.962 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 24.0 ft 1 1,063 0.727 1.60 0.962 1.00 1.00 1,00 1.00 1.00 24,42 3,925.27 3692.66 4.13 221.07 304.00 +D+0.750L+0.750S+0.5250E+H 0.962 1.00 1.00 1.00 1.00 1.00 ' 0.00 0.00 0.00 0.00 Length = 24.0 ft 1 1.264 0.912 1.60 0.962 1.00 1.00 1.00 1.00 1.00 29.05 4,668.76 3692.66 5.18 277.34 304.00 +0.60D+0.60W+0.60H 0.962 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 24.0 ft 1 0.364 0.267 1.60 0.962 1.00 1.00 1.00 1.00 1.00 8.35 1,342.33 3692.66 1.51 81.12 304.00 +0.60D+0.70E+0.60H 0.962 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 24.0 ft 1 0.647 0.514 1.60 0.962 1.00 1.00 1.00 1.00 1,00 14.87 2,390.45 3692.66 2.91 156.14 304.00 Overall Maximum Deflections Load Combination Span Max. "-" Defl Location In Span Load Combination Max. '+' Defl Location in Span File = G:12019 Jobs119169 Habitat for Humanity Store RTIACalcz1Habitat for Humanity Calcs.ece Software ri.ht ENERCALC, INC. 1983-2018, Build:10.18.10.31 , Licensee: PCS STRUCTURAL SOLUTIONS Moment Values Shear Values +D+0.750L+0.750S+0.5250E+H 1 2.7832 11.650 0.0000 0.000 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination - Support 1 Support 2 Overall MA-Rimum 5.988 4.232 Overall MINimum 2.399 0.631 +D+H 2.928 1.832 +D+L+H 2.928 1.832 +D+Lr+H 2.928 1.832 +D+S+H 5.328 4.232 +D+0.750Lr+0.750L+H 2.928 1.832 +D+0.750L+0.750S+H 4.728 3.632 +D+0.60W+H 2.928 1.832 +D+0.70E+H 4.607 2.274 +D+0.750Lr+0.750L+0.450W+H 2.928 1.832 +D+0.750L+0.750S4-0.450W+H 4.728 3.632 +D+0.750L+0.750S+0.5250E+H 5,988 3.963 +0.60D+0.60W+0.60H 1,757 1.099 +0.600+0.70E+0.60H 3.436 1.541 D Only 2.928 1.832 Lr Only L Only S Only 2.400 2.400 W Only E Only 2.399 0.631 H Only DoctiSign Envelope ID: 1A0F0516-3599-4645-8AB5-3D13013C76BD 13 PCS Structural Solutions Job Number Date =-27- Name =1JMB Unit = Unit 1 Project Unit Information Curb Information Weight, W042618Ib Habitat for Humanity RTU Is there a curb Height to Unit = 25.0 ft Weight, Nip., W. Unit Wldth(b) =_6.7 ft Curb Width at Base (b) =6. Unit Height (h) = 4.8 ft Curb Height (h) = 2,7 ft Unit Length (g) •I9.5 ft Curb Length at Base (C) • 9.5 ft Center of Gravity (Vertical) = 3,2 ft 2/3(Unit Height Assumed) Building Information Are building dimensions known? , YES Building Width (B)= L30.0 ft Building Length (1) = 745.0 ft Total Weight, W,m 3162 Ib hw;�e 3.7 ft 1/2(Unit height + Curb Height) 5,8 ft Center of Gravity + Curb Height Design Width, wag 6.7 ft Design Length, tan 9.5 ft Design Criteria = ASCE 7.10.10C 2015 Gravity Roof Dead = 2,psf'! Roof Snow = 25 psi paoor al 1273 Ib Pn otSL 1591 Ib Lateral The new unit does not have a significant impact to the building's capacity to resist wind or seismic forces $eisrnic - ASCE 7-10 ChaeteL11 Sp, • 0.958 an= 2.5 Tbl. 13.5.1 Ip=1 §13.1.3 Rp• 6 Tbl. 13.5-1 Height of Attachment or Bot of Curb (z) Total Building Height (H) _ Fp a 0,4'50, (Ip/Rp)'ap WP [1+2•z/H1 = 1515Ib Eqn, 13,3.1 Fem,„= 1,6•Sps•IP Wp= 4847 Ib Eqn. 13,3.2 Fpm;n = 0.3.5.,• IP Wp = 909 Ib Eqn. 13.3-3 Wind - ASCE 7.10 Chanter 29 Wind Lateral: Wind Speed Risk Category Wind Exposure K,,, Topographical Effect Kh (Table 29.3-1) Controlling Fp = 1515 Ib Vertical Fp= 606 Ib 0.66 F1 F2 A,= 49.7sgft 70.5sgft Ar= 63.7sgft q,,=.00256•Ka•Kti K„•V' = 17.4 psf Eqn, 29,3.1 Building B'H = 18625 sq ft Building B'L = 96850 sq ft F Uplift/ Downdrag (G•C,h (G•C,): 1.90 1.90 for horizontal force - See § 29.5.1- Worst case used for B•h ar L'h 1.50 for vertical force - See § 29.5.1- Maximum dimensions used for A, Fl F= Fn= gh•(G•c)•Ai = 16411b 2327 Ib Eqn. 29,5-2 F, = gh•(G•C,)•A, = 1659 Ib Eqn. 29.5-3 h unit h curb F2 Dom!Sign Envelope ID: 1A0F0516-3599-4645-8AB5-3D13013C76BD 14 PCS Structural Solutions lob Number .1 - 191691 Date ."27-Dec-18 Name r,JM8 Moments (Unfoctored) Combinations (ASO): Design (ASDI: Unittrn1 —1 MOT Seam% MOT Id MR SI, M1101. MR Di. Cad, Combination 0.601-0.6WL 0.601.-0.76C1 DL+5L D1.40.6W1 01...0.45WL+0,7551 DI.+0.764 01+0.525EQ+0.755L 8840 Ib-ft 6090 lb-k 7558 Ib-ft 12436 lb-ft 2584 lb-ft F2 8840 lb-ft 8635 Ib-ft 5331 Ib-ft 8770 lb-ft 1822 lb-k Overturning 071 072 -5358 lb-ft -1175 lb-ft -2824 lb-ft 167 lb-ft -22578 lb-ft -15923 Ib-ft -18673 lb-k -15773 lb-ft -23429 lb-ft •111476 -21208 lb-ft -16781 lb-ft -25329 lb-ft -19232 lb-ft — — Project:(Habltat for Humanity RTU Vertical Force Uplift Downdrag 995 lb 0 lb 424 Ib 0 Ib 995 lb 747 lb 424 Ib 318 lb 424 lb 0 lb 0 Ib 0 Ib 424 lb 318 Ib Tension 7, 7, 0 lb 322 lb 0 lb 237 lb 0 lb 0 lb 0 lb 0 lb 0 lb 0 lb 0 lb 0 lb 0 lb 0 lb Tension Compression Shear T1 T2 C2 C, V, V2 0 lb 322 lb 2825 lb 3029 lb 1060 lb 1396 lb Compression 564 lb 175 lb 509 lb 2377 Ib 1966 lb 2466 Ib 2444 lb 2825 Ib 187 Ib 2377 lb 2354 Ib 2758 Ib 2717 lb 3029 lb V, -985 lb -1060 Ib 0 lb 985 lb 739 lb 1060 lb 795 lb Shear V, .1396 lb -1060 Ib D lb 1396 lb 1047 lb 1060 lb 795 Ib CAI A 6 Alt 1 2. S e 12_0 -4 1).T. DociAign Envelope ID: 1A0F0516-3599-4645-8AB5-3D13013C76BD ATC Hazards by Location A This is a beta release of the new ATC Hazards by Location website. Please contact us with feedback. 15 OTC Hazards by Location Search Information Address: 1185 Andover Park W, Tukwila, WA 98188 Coordinates: 47.4446285, -122.2553069 Tirnestamp: 2018-12-27T17:49:21.196Z Hazard Type: Seismic Reference Document: ASCE7-10 Risk Category: 11 Site Class: Report Title: Habitat for Humanity Map Results ,, • Go gle ',€.,4e.• ,5140,R) Olympic National Park Redmond Seattle ° c Olympic • . ' Kent* WenatcheeSOOF National Forest, • ° Ephr.e Okanogan -Wenatchee National Forest at r Eljna Notx•I Jr -PI E;) Tacomo SIVon Olyritpla MCER Horizontal Response Spectrum Sa(9) 1.40 1,20 1.00 0.80 0.60 0.40 0.20 Cletk.m Ellensburg Quincy George g Map Report e map snot Design Horizontal Response Spectrum Sa(9) 0.80 0.60 0.40 0.20 0.00 0.00 0 0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 Period(s) 0.0 1.0 2.0 3.0 4.0 Text Result. Basic Parameters Name Value Description Ss 1.437 MCER ground motion (perlodl,2s) Si 0.535 MCER ground motion (period=1.0s) Sms 1.437 Site -modified spectral acceleration value 0.803 Slte-modified spectral acceleration value SOS 0.958 Numeric seismic design value at 0.2s SA Soi 0.535 Numeric seismic design value at 1.0s SA Additional Information Name Value Description https://hazards.atcouncil.org/#/seismic?lat=47.44462858,Ing=-122.2553069&address=1185%20Andover°4,20Park%20W%2C%20Tukwile/e2C%20WA... 1/2 DocuSign Envelope ID: 1A0F0516-3599-4645-8AB5-3D13013C76BD ATC Hazards by Location 16 SDC D Seismic design category Fa 1 Site amplification factor at 0,2s Fv 1.5 Site amplification factor at 1.0s PGA 0.59 MCEG peak ground acceleration FpGA 1 Site amplification factor at PGA PGAM 0.59 Site modified peak ground acceleration TL 6 Long -period transition period (s) SsRT 1.437 Probabilistic risk -targeted ground motion (0.2s) SsUH 1.516 Factored uniform -hazard spectral acceleration (2% probability of exceedance in 50 years) SsD 3.148 Factored deterministic acceleration value (0.2a) S1RT 0.535 Probabilistic risk -targeted ground motion (1.0s) S1UH 0.575 Factored uniform -hazard spectral acceleration (2% probability of exceedance in 50 years) SID 1.007 Factored deterministic acceleration value (1.0s) PGAd 1.131 Factored deterministic acceleration value (PGA) The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are provided by the United States Geological Survey Seismic Design Web Services. While the Information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented In the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound Judgment of such competent professionals, having experience and knowledge In the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. hops://hazards.atcouncii.org/#/seismic?tat=47,4446285&1 ng=-122.255306i38address=1185%20Andover%20Park%20W %2C%20Tukwi la%2C%20WA... 2/2 DocuSign Envelope ID:1A0F0516.3599-4645-8AB5.3D13013C76BD ntu-T 17 Certified Drawing for 20t Unit Project: Habitat for Humanity PMG Prepared By: 081011201E 07:24PN ROWER IIIPIUL TTPEI IOPTIONAI l INIDNNTI(C RELI' IWTIONAII ICAO PITH ICDNCOIPER POKER EXHAUST 10P110UC BACK S•3/ 31.112 [(3U1 113(1 BACK pkets Rove TO sa ECODO N NC FVAEA MAT OPiOL LEFT SON NTH Ti MINN FELEF CPiIN INSTALLED SFOr, AIM of RTNIR €CRIT51 IPTXN NSTA1LE0 PIER EXN4453 I0PII0NAEI I(1D ELECTRICAL DISCONNECT LOCATION IS•31I 111511 D ITN ECONOUIIIR OR PONEl EXHAUST OPTIONS 19/B [2091 11611 12 11B (3211 SD-u2 -- 112041 21.11I C0RPE4PTIONEAU1lET 2' 514 (311 105(S 11321 FOR GAS PIPING UNITED 1.0 NI MI TECHNOLOGIES IIULIFI, AI CA9RI(R IRA] fN1lIIII `Illl ut 1[ utWI QISS 9 f ,lIW, UN (0NU1I .1 1F1LN 04l, n 3.11 ID III 1114'Du(#1 TOP ommiTHIN I4Ei a1S9PIIIIG 41 111 1241 001(5D POKER E9NAUS1 101 I OPS[14L) Or4O001120 10P110N4L) PANEL LIFTING HANDLE 15.110 I3041 9EITI0AU RETURN Ali SD•112 (12811 19.111 [2511 VERTICAL RPM AI FRONT III 112 135151 54 311 (13501 OST RUE 511S0 AU 1111111 Ao5D CONNECTION SIZES A I NI' D1A 351 Fad 20EI SUPPLY INOCIOUT B 3' DIA 1111 SIELD PON(I SUPPII INOCIOUT C 3 Sl6' DIA 1131 FIELD PONTA 30PPLI I110C121 D 11U' DIA (221 FIELD CONTROL 4111NC IOU E 331'•14 APT CONDENSATE DRAIN 314'•14 NPT GAS CONNECTION /401 SHO4NI 6 110' DIA (221 FIELD C0N1IOl KITING MOO 24 SITE A9.31S (12531 2D SIZE DMA I+1591 NOTES] 1. D1124110N3 AP( JN INCHES DE0NNS15I3 IN 1 I ARE Iq 4ILLIYETEbS 2 s CENTER OF OR44111 3, DIIICTIDN OF AIR F10+ DEDICATED VERTICAL AIRFLOW UNIT 24,28 SIZE (211 II I 31 I1111 4043(45E1 colt 010E10 COIL ,' US 3/1 L21111 RIGHT 11111 Wrt + Or 3 1 10109/13 VMS 10126110 48TC 21.28 SINGLE ZONE ELECTRICAL COOLING NTH GAS NEAT 50E1E501158 Packaged Rooftop Builder 1.49i Page 4 of 12 DocuSign Envelope ID:IA0F0516-3599.4645-8AB5.3D13013C76BD 18 Certified Drawing for 20t Unit Project: Habitat for Humanity PMG Prepared By: 081011201E 07:24PM UNIT C474(011 gE SIO All (iIONI . 1011E1 ft 1 IAI W Ii1 EIUT III IxNNiI Ii16H1 LEI C407E1 Jf1W IQI E'0' A4S. 11 113. 16, E11. N6. lls. 46. 1 1 1 411114 7Kli4 3111 114 313 114 140 245 123 21S 442 211 41 In 111121 12 711121111 16112 14111 411E21 11:40 2111 111 401 111 717 211 114 301 111 114 41111111121121111U1071 11 11131 111(21 177/ 210I IS1 4t4 217 111 113 NJ 211 S12 115 41 III 112011 11 144 ! 1111 11 112 14111 111114 7117 2312 IR $54 214 SN 241 111 211 411 221 41 112 111101 10111111 111/214111 472(77 1120 1241 112t S40 241 SSS I31 111 Ill 311 214 441111d331 11 111 111111 4 111)1 111121 0717 2111 111 111 211 Si4 231 721 141 iii 243 412113211111110114Il1i41 11 14111 1111 •77110 111i. 411 11 I OOOIlU11011 101 •11711101 111441110 1 • STANDARD UNIT WEIGHT IS WITH LOW GAS HEAT AND WITHOUT PACKAGING. FOR OTHER OPTIONS AND ACCESSORIES, REFER TO THE PRODUCT DATA CATALOG. Existing Unit: Base Weight: 2150 Ibs, Economizer: 152 Ibs, Roof Curb: 192 Ibs. Total: 2494 Ibs. New Unit: Base Weight: 2247 Ibs. Economizer: 246 Ibs. Power Exhaust: 125 Ibs. Curb Adapter: 352 Ibs, Roof Curb: 192 Ibs. Total: 3162 Ibs. UNITED I.D.11011 1E1N 01061E3101111R, 1 2111411 1ll11 Til l MAXlIa TqqO WWII a Aw11G /MpkPo1m nM911IIN 141040g1 d /117 7 gli turn010401101. tWnrourri tpitl"1 FRONT )OF3 rn 10/09/13 U1lt1111 10/26110 481C 21.24 SINGLE ZONE ELECTRIC1+L SOLING IVITH GAS HEAT 50HE501158 T �1 Packaged Rooftop Builder 1.49i Page 5 of 12 DocuSign Envelope ID:1A0F0516.3599.4645.9AB5.3D13013C76BD 19 Notes: 1.1.5" ADDED TO OLD CURB 0.0 2. MATERIAL: 16 ga. GALVANIZED STEEL 3. GASKET PROVIDED WITH CURB 4. INSULATION:1" 1 112 LB DENSITY Attn: Tag: Approval: 14715' INSULATED PANEL ..ril 77118' ,.01 241116' CURB SHOWN IS CDI STANDARD CONFIGURATIONCDI RESERVES THE RIGHT TO CHANGE LAYOUT WITHOUT NOTIFICATION, IF CURB IS NEEDED IN A DIFFERENT CONFIGURATION CDI MUST BE NOTIFIED PRIOR TO PLACING AN ORDER. EXISTING CURB LAYOUT 113 9116' 'VERIFY EXISTING CURB OD 'VERIFY SUPPLY AND RETURN OPENINGS 'NOTE ANY CHANGES CALL WITH ANY QUESTIONS 'FAX BACKNG IS OK AS IS REVISIONS REV, DESCRIPTION DATE 1 APPROVED 01I IAL DRAM 10/19/I0 $RP BO B' 16' 609J16' --� RAM *Mgr ILK) KNOW aTE 351.92 40,15, �.0 Friday, November 18, 2010 3B:1BAM 1.65404156 QUOTE #: tea. 145404158 130 sent a 3 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park Eas Tukwila, Wa. 98188 206-575-4407 Project: Type of Inspe o . 1 Address: i Suite #: Ofc /4--e hi 513 ntact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: )4/ ro Needs Shift Inspection: Sprink e s: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ,,,,--/", ST3 Date: / 7/ Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Address: Company Name: City: Word/Inspe State: ion Record Form.Doc 6 11/10 Zip: T.F.D. Form F.P. Bill Rambo, My name is Tanner Ward with Performance Mechanical Group. We are working on M19-0009 for the Habitat for Humanity. The permit expires on December 12th. We would like an extension to complete the issues brought toour attention bvthe Fire Chief. |sitpossible toget aZmonth extension? Thank you for your time. Tanner Ward Performance Mechanical Group l012Central Ave SKent VVA9DO32 I35'6I5-1939 City of Tukwila Department of Community Development 11/1/2019 MARK SMELTZER 1012 CENTRAL AVE S KENT, WA 98032 RE: Permit No. M19-0009 HABITAT FOR HUMANITY 1184 ANDOVER PARK W Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform. Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 12/1/2019. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or fmal inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 12/1/2019, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: M19-0009 rR4 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 5ERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M19-0009 DATE: 01/23/19 PROJECT NAME: HABITAT FOR HUMANITY SITE ADDRESS: 1185 ANDOVER PARK W X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Aiu c I - Building Division Public Works Fire Prevelnti n 61i Structural Panning Division Permit Coordinator II PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 01/24/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: DUE DATE: 02/21/19 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED. Departments issued corrections: Bldg El Fire lEj Ping El PW D Staff Initials: 12/18/2013 Home Espanol Contact Safety & Health Claims & Insurance Washington State Department of Labor & industries A-Z Index Kelp My 1.,&I Workplace Rights Trades & Licensing PERFORMANCE HEATING & A/C INC Owner or tradesperson Principals MILLER, DANIEL E, PRESIDENT ERDAHL, DARRIN, VICE PRESIDENT GOWIN, RICHARD L, VICE PRESIDENT (End: 04/26/2011) GOWIN, CONSTANCE F, VICE PRESIDENT (End: 11/15/2007) Doing business as PERFORMANCE HEATING & A/C INC 1012 Central Ave S KENT, WA 98032 425-251-0356 KING County WA UBI No, Business type 600 601 386 Corporation Governing persons DARRIN P ERDAHL DANIEL E MILLER; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations, Construction Contractor Active. Meets current requirements. License specialties GENERAL License no, PERFOHA15ORT Effective — expiration 12/30/1985— 04/30/2019 Bond DEVELOPERS SURETY & INDEM CO Bond account no. 748802C $12,000.00 Received by L&I Effective date 11/27/2007 10/01/2007 Expiration date Until Canceled Insurance Charter Oak Fire Ins Co $1,000,000.00 Policy no. DT-CO-3J659957-00E-1 Received by L&I Effective date 04/2612018 04/28/2018 Expiration date 04/28/2019 Help us improve Insurance history Savings \woe' No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID Account is current. 494,599-00 Doing business as PERFORMANCE HEATING & AIR COND Estimated workers reported Quarter 4 of Year 2018 "76 to 100 Workers" L&I account contact T1 / FEARAED FEROZE (360)902-4797 - Email: FERH235@lni.wa.gov Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued againstthis contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for, Inspection results date 12/04/2015 Inspection no, 317938325 Location 3600 15th Ave W Seattle, WA 98119 No violations (c) Washington State Dept. of Labor & Industries. 'Use of this site is subject to the laws of the state of Washington. Help us improve HVAC EQUIPMENT SCHEDULE TAG MAX DESCRIPTION MODEL NO. TONS Pala EER ®t CFR ESP FAN NP CMCA SOUND WEGHT (lli5) OUTSIDE ABI(fF1) REMARKS HEATING TOTAL COOLING SENE. mOLING VOLTS PHASE MOCP 8111'1 CARVE? RooroomarAGECCYX c/GAS !Away d20 244a99 2541X 192600 BI% R8 11.7 X00 1.0' LAi Ip ie 502 60 81 •3162 515%(S018) 117771E yyppZER 98RID748248 • • MOVE EOM 20 TON R C RB CWRR REMAIN. INLL ECURB 1Y CTU ON NR1U. EXISHNB EXIT N RUROOF 8 WAS ADD EL & ATTACHED If0 COSTING GLB & 4x8 ITH SIMPSON U48 EXISTING 2x4 WAS REPLACtD BY 4x8 ATTACHED TO EXISTING PU UN & 4x8 WIRI SIMPSON H1J48 2244I10.C. TYP.2,16x16 OF( G I 2) 2TMR2 s804TED TO 4z16. BOLTS 0 NEW 1-3/ x16 LVL (LEN TO MATCH EXISTING PURUN) F ED TO EX NG 4x16 P RUN PER DETAILS 1 THIS SHEET. TYP. OF (2) EW LPL's EXISON 2x4 0 2'-0 0.C. TYP. 0 AU. BAYS • PARTIAL ROOF/FRAMING PLAN - HVACSC945 1/8 <\v 1E) %WEtTla.Jb v'r 5"Sse./PM 50> >c4Ev' o .a 'IC( 4 . STA. darn 0 h" DETAIL 1 ■ • *WEIGHT INCOMES WEIGHT OF ECONOMIZER, POWER WAIST, NEW CURB ADAPTER 6 EXSTING ROOF CURB 6x28 GLB, TYP. 4x16 PURUN, TYP. SOAFCFROW .P9I.14FARM Effi]A1620 MYRCO'IO'FAGC4ffLW1TWITH/0FX ION ROOFTOP ROO(£GNT(Gl$&R7R ) Ay544F(2YATRW A590301( INSTAL AEVOWT(W,YW ROTpR8KAMPAITAOTED T0SWAG ROOF was PROYIDESESTIE 5451dWG/♦W LiFSFCN'TOFIAI,Ai9pNN RCO70817199INTTOETBTAGAMHM NDREMY MOMS LAAFIIXTAGALOW VOLDEFANIe?StFRK, NRITTPPM IMINN G45 NBPFi COFROMS' 1) SEAL DUCTS PER W5E.0 SCIOW C 03283 S/ !MATE IX.CTNOWPERWSEC SECTIOV 002182 3) PROM FR01lMNgRPERWSEC SECaW01013 4) A>(OYCOMORENCECORETMALI BE W7ThW2TOOFaRDO R SRRflISVTFEBLMC SECTkRM& 5) REOFACCESSTOEGUoAFw/TOCLMNOvvgIHLILC SEECIXW.ffi IN(SAXSTAT TOC MPL rW/SECIxWCKDT.4OFWSEC 6) DETAIL 2 NO SCALE FASTEN NEW RID TO CURB ADAPTER W/ 410 SCREWS. (3) SCREWS EA. END. 4) SCREWS EA. SIDE. (14) TOTAL SCREWS FASTEN CURB ADAPTER TO EXISTING ROOF CURB W, M10 SCREWS (3) SCREWS EA. END. (4) SCREWS EA. SIDE. (14) TOTAL SCREWS. Isle-c, 1sot cot 1:A651-J:.A.1D rto 4 tootifx• W 70 exiSTl `a FnoF 519.11(1UPS�, NO WOTL.K. SEISMIC ATTACHMENT DETAIL AOS ALE SITE PLAN n SEALE. l°=Sate HABITAT FOR HUMANITY STORE 1185 ANDOVER PARK WEST PARCEL NO,: 352304-9093 LEGAL DESCRIPTION: POR OF NW 1/4 OF NE 1/4 OF SEC 35-23-04 TGW POR OF SW 1/4 OF SE 1/4 OF SEC 26-23-04 - BEG NE COR OF NW 1/4 OF NE 1/4 OF SEC 35-23-04 TH N 87-44-08 W ALG N IN OF SD SEC 30 FT TO W MGN OF ANDOVER PARK WEST & IPOB TH S 01-51-39 W ALG SD W MGN 681.34 FT 1H N 87-55-02 W 270 FT TH N 01-51-39 E 682.19 FT TH N 01-51-39 E 114.81 FT TH S 87-55-02 E 270 FT TO W MGN OF ANDOVER PARK WEST TH S 01-47-29 W ALG SD W MON 115.66 FT TO TP08 LESS POR FOR ACCESS RD VICINITY MAP nNOSCALE TRILAND DRIVE NORTH R MIDIMD DRIVE • • it No. oc7 .3 mn=Pu:os roc :men:5 aces 1 ±115' 0' at wm re I+ Pa, plan la :n evsw 0 RTU-1: 87.0 de(A) AREA OF ENLARGED PLAN 0 LEFT NO ±148' 0' SEPARATE PERMIT REQUIRED FOR: ❑ MedufcY ��.// sen yJWumNn9 I Gas Piping City of Tukwila BUILDING DMSION PO Oat City of Tukwiun BUILDING C`VC:13;4 pl llb- OOo9 SOUTH R F ANDOVER PARK WEST MECHANICAL PLAN & GENERAL INFORMATION RECEIVED CITY OF T SKWILA JAN2t P RMIT CENTER 2019 DATE: 12/27/18 DRAWN: MS ENGR: MS APPVD: JOB NUMBER: 113303 M1 SHEET 1 OF 1