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Permit M15-0153 - SHERWIN WILLIAMS - GAS PACK REPLACEMENT
SHERWIN WILLIAMS 16650 W VALLEY HWY M15-0153 Parcel No: Address: Project Name: 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 2523049045 16650 W VALLEY HWY SHERWIN WILLIAMS MECHANICAL PERMIT Permit Number: M15-0153 Issue Date: 12/31/2015 Permit Expires On: 6/28/2016 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: WEAVER INVESTMENTS LLC 1200 WESTLAKE AV E #902 , SEATTLE, WA, 98109 PETER CRELLEY PO BOX 33370 , SEATTLE, WA, 98133 PRO STAFF MECHANICAL INC PO BOX 33370 , SEATTLE, WA, 98133 PROSTMI072NG /11 Phone: (206) 361-0071 Phone: (206) 361-0071 Expiration Date: 7/2/2016 DESCRIPTION OF WORK: REPLACE ONE EXISTING 2 1/2 TON GAS PACK WITH NEW 2 1/2 TON GAS PACK Valuation of Work: $11,595.00 Type of Work: REPLACEMENT Fuel type: GAS Fees Collected: $350.42 Electrical Service Provided by: PUGET SOUND ENERGY Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE 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: 2012 2012 2012 2012 2012 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2012 Permit Center Authorized Signature: „at:- \\2„( Date: �� 31-!3- 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: Zack ALv-c) Date: 12 ~ 31-/ 5- 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. 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: Readily accessible access to roof mounted equipment is required. 3: 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. 4: 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). 5: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 6: 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. 7: ***MECHANICAL PERMIT CONDITIONS*** 8: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 9: Manufacturers installation instructions shall be available on the job site at the time of inspection. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 0703 MECH EQUIP EFF 1800 MECHANICAL FINAL 0705 REFRIGERATION EQUIP 0701 ROUGH -IN MECHANICAL CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Mechanical Permit No. o(s3 Project No. Date Application Accepted: Date Application Expires: II--i)15 (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.: 2.S.2.3014 O Site Address: J 1 L 5 D in/% 5i VALUE/ 141, i .Suite Number: Tenant Name: ��-�� 2W1N- A/1LLlAr5 PROPERTY OWNER Name: -c A rm ` W L L. G ` g): c - t1k AvE, N. V. City Stater ZiAp:q i f.—'� CONTACT PERSON - person receiving all project communication Name: " Address? l7 �.� 3 7 State: WA Zip: p City A'S�TI�- c! v )3� � �ne� Phmone. _ 36/ _ 0071 frbto -36)- 02+'2it Email: re T- 'SCR - -Si A14:1111-G-kAN) LAL .Cc IM New Tenant: Floor: ❑ Yes X..No MECHANICAL CONTRACTOR INFORMATION Company Name Address: 0,1oX-s33.7,0 Cih'S(= A_ r State: WA Zip5• 613. Phone: Fax• Zvi., 3(,)-0.o71 '2,04 --310/ -0'Z11 Contr Reg No.• Exp Date: •rPrz. si Mi"7zm h 7/ Flo Tukwila Business License No.: 0 9 9.3 7 Valuation of project (contractor's bid price): $ ) I, S / Describe the scope of work in detail: 1Zi pt OWE- c-- ?(5 iF4 lzt Zvi -ION GA-5 PAG= Use: Residential: New ❑ Replacement ❑ Commercial: New ❑ Replacement Fuel Type: Electric Gas W1Th- New "2/2__ »N Other: H:\Applications\Forms-Applications On Line\2011 Applicationalechanical Permit Application Revised 8-9-1 I.docx Revised: August 2011 bh Page 1 of 2 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 heat/refrig/cooling system Air handling unit <10,000 cfm Unit Type Qty Air handling unit >10,000 cfin 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 i 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 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 A TH !t _' ZED AGENT: Signature: Print Name: Luse) Mailing Address: F. 0 o x 33370 Date: ) 7��'-i Day Telephone: .OG —3b1- 0 t7 7 City State Zip H:Applications \Forms -Applications On Line\2011 ApplicationsWechanical Permit Application Revised 8.9-11.docx Revised: August 2011 bh Page 2 of 2 DESCRIPTIONS I ACCOUNT I QUANTITY PermitTRAK PAID $350.42 M15-0153 Address: 16650 W VALLEY HWY Apn: 2523049045 $350.42 MECHANICAL $336.94 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $237.05 PLAN CHECK FEE R000.322.102.00.00 0.00 $67.39 TECHNOLOGY FEE $13.48 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R6630 R000.322.900.04.00 0.00 $13.48 $350.42. Date Paid: Thursday, November 12, 2015 Paid By: PRO -STAFF MECHANICAL INC Pay Method: CHECK 15439 Printed: Thursday, November 12, 2015 11:30 AM 1 of 1 rm. SYSTEMS INSPECTION RECORD FA4 �� �� Retain a copywith ermit p PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 sC Project: 5- /6�'� ' f// Type of Inspectio(aden =t--/ - ,,z./-r- Add es - 5DJ Called: . Special nstructions: Date nted: /i..%=' am.. Requester: Phone No: pproved per applicable codes. COMMENTS: jCorrections required prior to approval. 67/<' `c,F71,141— Inspector: LJ REINSPECTION FEE REQUIRED. Prior to next inspec>!ion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. SCOPE OF WORK: ❑ "LIKE -FOR -LIKE CHANGE -OUT" = REPLACE ONE EXISTING YORK 21/2-TON GAS PACK WITH UNIT NEW CARRIER 21/2-TON GAS PACK. ❑ START-UP & TEST, AIR BALANCING & COMMISSIONING PER CODE. PARCEL # 2523049085 AC-2: NEW CARRIER PACKAGED EQUIPMENT SCHEDULE aot�pt rovsll�i�si�cublfe�citt to arras and or n ssions. REC. • •;~ - }Y t`.c`i !� ':unslruc41on documf..(,- f:ot authorize tf! violaf nn of ny adopted coca- 4 ; ?noa. Ret ipt of approve ; iold Copy and cone,„-... acknowvtedged: / w TAG CARRIER MODEL # SIZE CFM MIN OSA COOLING (BTUH) COOLING SEER HEATING INPUT HEATING OUTPUT ELECTRICAL 208-230/1/60 WEIGHT (LBS.) AC - 2 48VL-B300403 21h -Ton 1,050 120 28,150 14.5 40,000 33,000 AFUE=80% MCA = 20.8 FUSE = 30 Amps 436# EQUIPMENT NOTES: 1. Economizer with Relief Air Damper. 2. Custom Curb Adapter. 3. New Honeywell 7-Day programmable night setback thermostat with 5 degree deadband capability. 4. Outside air intake to be 10' - 0" from exhaust outlet, gas flues & plumbing vents. REVIS/ONS -ra-44 h" to the op -:rr approval of -r r'-n subm f3es AC-2: REPLACE 21/2-TON GAS PACK WITH A NEW 21/2-TON GAS PACK. 1 SOUTH ELEVATION SCALE: 3/32"=1'-0" City of BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 3 2015 City of Tukwila BUILDING DIVISION LOCATION MAP No Scale I Sa"-0 s l 3 WILA NOV 12 2015 PERMIT CENTER Mechanica Z J W UW ce m Z N o� 20 r. U ab v 0 v 2 • N= co m M tr. o N V) IW- att . a. m a cri x CO GO REVISIONS DRAWN DATE CONTENTS JOB #1784 SHEET NUMBER M-1 3 5 ADJACENT BUILDING AC-2: REPLACE EXISTING 21/2-TON GAS PACK WITH A NEW 21/2-TON GAS PACK. ROOF HATCH D AC-1: EXISTING 4-TON GAS PACK. ROOF PLAN SCALE: 3/32"=1'-0" REVIEWED FOR CODE COMPLIANCE CE AP DEC 2 3 2015 City of Tukwila BUILDING DIVISION PA I.K11`1 c, L2-c RECEIVLJ) CITY OF TUICARLA rftarFr2 i y l.Ih1F NOV 12 2C5 PERMIT CENTER Commercial HVAC Contractors cl 0 O z 0 C Cn CO GO - vot co el Z g cIi U x W`fl E—' Z Cl") REVISIONS DRAWN DATE CONTENTS SHEET NUMBER M-2 WEST VALLEY HIGHWAY — STRUCTURAL CALCULATIONS Sherwin Williams 16650 W Valley Highway Tukwila, WA 98188 CODE: IBC 2012 & ASCE/SEI 7-10 PROJECT NO.: 15-830 DATE: November 12, 2015 D. S. Engineering Consulting 'Structural Engineers 3121 147th Place SE Mill Creek, WA 98012 IAA :ti/ T: 425-338-4776 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 3 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWI3 A DEC 0 7 2015 PERMIT CENTER ,;ORRECT,w LTR# 11/12/2015 COL 2T' -6' 21'-6" 51iax221/2 GLIB 0 51'8x221/2 GLB 4x16 6 S'-m" O.C. 2x6 a 24' O.C. I2' -0" EXISTING CURB (STAY) 51/8x221/2 GLB `1 I 0 0 REPLACING 21/2 TON UNIT 4 ADAPTER CURB (WT.: 349 lbs. + lbs.) 2x6 a 24' O.C. 51'sx221/2 GLB 4xI6 a 8'-0' O.C. • 00% 4erke' 5143x221/2 GLB 5t'8x221/2 GLB • 2x6 24" O.C. (E) 61/2" TILT -UP CONC. WALL F4 T F AL (E) PROOF FRAM 1NC- FLAN SCALE: I/5" = 1' -O" 7 REPLACING UNIT (WEIGHT: 349 *) i #S NEX-HEAD (+) 4" FROM EACH CORNER 4 24" O.C. IN BETWEEN (TOTAL 6 SCREWS) * , HEX -HEAD (±) 4" FROM EACH CORNER 4 IS" O.C. IN BETWEEN (TOTAL 8 SCREWS) (E) 2x6 SECTION EA SCALE: I'= 1'-0" 111 in wA-D z4u 0 4 CWi LA DEC 07 2015 PERMIT CENTER I1/12/2015 D. S. Engineering Consulting Structural Engineers 3121 147th Place SE Mill Creek, WA 98012 T: 425-338-4776 REVISIONS: NO. DATE DESCRIPTIONS A A A wi,e WTllr6 Va I Ie(4 kiChL DATE: November 12, 2015 SCALE: SEE PLAN JOB NO.: I5-S30 SHEET TITLE PARTIAL ROOF FRAMING FLAN AND SECTION SHEET Design Analysis Performance Summary For 2.5t Unit Project: Sherwin Williams Tukwila 11/09/201 E Prepared By: 01:43PN Part Number:48VL•B300403 ARI SEER' 1 Base Unit Dimensions Unit Length* 48.2 In Unit Width: „ 32.6 In Unit Height 39.9 In Total Operating Weight 349 lb Unit Unit Voltage -Phase -Hertz: 208-1-60 Air Discharge- c..,. Vertical .Direct Fen Drive Type' Actual Airflow: 908 CFM Site Altitude' 0 ft Cooling Performance Condenser Entering Air DIT 96.0 F Evaporator Entering Air DB• 80.0 F Evaporator Entering Air WB' 67.0 F Entering Air Enthalpy: 31.44 BTU/lb Evaporator Leaving AirDB• 68.8 F Evaporator Leaving AirWB: 57.3 F Evaporator Leaving Air Enthalpy 24.65 BTU/lb Net Cooling Capacity. s 28.15 MBH Net Sensible Capacity 21.13 ' MBH Total Unit Power Input 2.36 kW Coil Bypass Factor 0.033 Heating Performance Heating Airflow* 908 CFM Entering Air Temp' 70.0 F Leaving Air Temp' 103.6 F Gas Heating Input Capacity: 40.0 MBH Gas Heating Output Capacity: 33.0 MBH Temperature Rise: 33.6 F Supply Fan edema) Static Pressure' 0.30 inwg Options /Accessories Static Pressure Economiser 0.12 in wg Wet Coil: 0.05 in wg Total Application Static (ESP + Unit Opta(Acc )- 0,47 in wg Fan RPM: 1060 Fan Power 0.33 BHP Fan Motor Size, hp* 1/2 NOTE: High Motor Speed, Vert Electrical Data Minimum Voltage: 197 Maximum Voltage: 263 Compressor RLA: 12,8 CompressorLRA' 64 Outdoor Fan FLA (ea)' 0.7 Indoor Fan Motor FLA: 4.1 Power Supply MCA: 20.8 Power Supply MOCP (Fuse or HACK)' 30 Control Panel SCCR: 5kA RMS at Rated Symmetrical Voltage Acoustics Sound Rating 73.0 db Sound Power Levels, db re 10E-12 Wads Discharge Inlet Outdoor 63 Hz NA NA NA 125 Hz NA NA 62.0 250 Hz NA NA 64.0 500 Hz NA NA 157.5 1000 Hz NA NA 67.5 2000 Hz NA NA 65.0 4000 Hz NA NA 60.0 8000 Hz NA NA 54.5 Advanced Acoustics Advanced Accouetics Parameters 1. Unit height above ground- 30.0 ft 2. Horizontal distance from unit to receiver. 50.0 ft 3. Receiver height above ground: 6.7 ft 4. Height of obstruction' 0.0 ft 5. Horizontal distance from obstruction to receiver 0.0 ft 6. Horizontal distance from unit to obstruction: 0.0 ft • i r- 9)6,6� 01) Calti R :Cl...V ED c T O'F ; t.-`A'iLA DEC 0 7 2015 PERMIT CENTER 2.5t Unit Tag Cover Sheet Unit Report Certified Drawing Performance Report Unit Feature Sheet Spec Sheet Page 5 of 17 1 Packaged Rooftop Builder 1.39u Description : existing subpuriin with replacing unit rmZTd2 • n 'I%ri`2::„ .iiiF: =•. F:. n:[,'t•q�rs'er'c:^:iF%:eK:::}• :a...�-. �}6S!?."-r��=�:��h��;!'; ei:;mnzl;{jn�scnNTErEm:m� •c:_mee Calculations per Load Combination Set : ASCE 7-10 Material Properties Analysis Method : Allowable Stress Design Load Combination ASCE 7-10 Wood Species Wood Grade Fb -Tension Fb - Compr Fc - Prll Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsion buckling AMP " . .._r ...-42r .e =+ R�'!i � :...�.. P,. Si:^E:;....... .i4��r.fl?u,4tU,.°s'p.5`�:u � �i. �•r_�s._..�;:. .. ra`v: . > r ri, `r �� , .,:r.•Sx.S.- �... � P •i rt_.l-:•aS .r•: �•r=i�•x=: z Uniform Load : D = 0. 210, S = 0. 750 , Tributary Width = 1.0 ft Point Load: D=0.130k(a?3.50ft Paint Load: D=0.130k6.750 ft ;=-4 .3.-_1Fh?i-iaeL1! 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 GY.! : Douglas Fir - Larch : No.2 Tr Span = 7.50 ft 1,450.0 psi 1,450.0 psi 1,000.0 psi 825 psi 95.0 psi 850.0 psi E: Modulus of Elasticity Ebend- xx 1,700.0 ksi Eminbend - xx 580ksi Density 31.2 pcf Repetitive Member Stress Increase Service loads entered. Load Factors will be applied for calculations. afte±scr)/4 ti5e COSI 0.61 . 1 Maximum Shear Stress Ratio 2x6 1, 523.43 psi 2,492.91 psi +D+S+H 3.504ft Span # 1 0.152 in 0.000 in 0.267 in 0.000 In Ratio = Ratio = Ratio Ratio tr[z ' M1�ty- ^r._^P;-ce.iir;:r� �%i . _1'...._, -ai c=y?::�.irii.. °e•_" •a`.s•:.- �:::+��7!r� C ([�` f.' e:e:.} E"y".,i:F:�� ie »� 1.n i. N . 7 t ai .. •N m • » :tlu4 {yi� P::;:. E •_ �} �j p ry ur rs c .o-. ...... _ r.. ::. ,� _ t) _ :...�5 :.s'�72y� .. �7..:. , ':`, iot}Iff.. �....,r,�; :�:l;,:: e,; _. �cii�.li v,.�•.li°:eY.irz=�::- Load Combination Span Max. "" Defl Location in Span Load Combination 1 Support 1 0.2668 Support 2 3.777 Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 592 0 <360 337 0 <180 Load Combination Support notation : Far left is #1 0.825 : 1 2x6 90.11 psi 109.25 psi +D+S+H 7.062ft Span #1 Max. °+r' Defl Location in Span 0.0000 0.000 Values In KIPS Overall MAXimum Overall MlNimum +0+11 •tD+{.+H +D+Lr+H 4D+S+H +D+0.750Lr+0.750L+H 0.442 0.097 0.161 0.161 0.161 0.442 0.161 0.538 0.154 0.256 0.256 0.256 0.538 0.256 Description existing subpurlin with replacing unit 3 •"tt=fey t , t." _ovc.�s�u:%,�:c:_� -4i'- h �4a�{-:ic: Ltii o-•�n, Et:t _: did:-'•,`',��,ilri r n'wF w I? L feE 4tc t GGF41ii' '--1:5:76_1 n" L:05r'I= :=NVZ N t J t t'-. i t Load Combination Support 1 Support2 Support notation : Far left is #1 Values In KIPS +D+0.750L+•0.750S+11 +D+0.60W+H +0+0.70E+H +0+0.750Lr+0.750L+0.450W+H +D+0,750L+0.750S+0.450W+H +D+0.750L+0.750S+0,5250E+H +0,60D+0.60W+0.60H +0.60D+0.70E+0.60H D Only Lr Only L Only S Only W Only E Only H Only 0.372 0,161 0,161 0.161 0.372 0.372 0.097 0.097 0.161 0.467 0.256 0,256 0.256 0.467 0.467 0,154 0,154 0.256 0.281 0.281 DEC 0 7 2015 PERMIT CENTER Description : } n. r.ut L 4'+� ,r � .c _ _... _�-•..::': ,S_ . •...� '. - - -..: u, .,-n... -sue. , I1 '3FSY... iii�•'Z.r {4;i, Jlt...-1....�'LF.a:' ,i" N��ij�:: C:'`�•i_'�M���iY ,i i!!-..-}ibiC:it;'=.r'3im:,:..=4r,&dJ;F -, a:„• �..•> �r_.t''v.E�!f; ; - . �' .-._cr..i�_._i)�!',:;v,.�rnrj•�'��io f��A�L?�r � ;~ '3�3• !}$• :•fit existing purl'in with replacing unit . 1w; ;3.K�, Calculations per Load Combination Set : ASCE 7-10 Material Properties Analysis Method : Allowable Stress Design Load Combination ASCE 7-10 Wood Species Wood Grade Fb - Tension Fb - Compr Fc - Prll Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsion buckling Douglas Fir - Larch No.1 1,500.0 psi 1,500.0 psi 1,250.0 psi 625 psi 95.0 psi 1,000.0 psi E: Modulus of Elasticity Ebend- xx 1,800.0 ksi Eminbend - xx 620ksi Density 31.2 pcf Service loads entered. Load Factors will be applied for calculations. Uniform Load : D = 0.0720, S = 0.20 , Tributary Width = 1.0 ft Point Load , D - 0.180 k oA 4,0 ft . t �� S + "..w a gin.. xi ..: •-- . t I.L. ....8's: u:":3t4t: f"7%ty•::;�5 _,iµrr,�a�;A;7, :p " c.,.iw.w•x,e' . - c•:.:t rart . h-a%-.::Y<-T«5s:•ir..�U".:YW::Sc.��aii!�: _ ._.-._. Maximum -Bending Stress Ratio = 0.981: 1 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 ; Qa►H` Ilhil�d3ctmuEN Load Combination fin +AE4:I=• bi1'lf . !•; zrt Span 7{:_ 4x16 1,692.87 psi 1,725.00 psi +D+S+H 11.664ft Span # 1 0.741 in 0.000 In 1.031 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 = i- s -:,,,w,20p Max. "2 Deli Location In Span 380 0 <360 273 0 <180 Load Combination 0.777 : 1 4x16 84.84 psi 109.25 psi +D+S+H 0.000ft Span # 1 Max. "+" Defl Location in Span +D+S+H 1 1.0307 ,10,i•; y,. .:ram ; n'.Ta: _-c_.L-_y. inYaimuti3e r„•.iA ggigue ..• rlitirz rmv. iiti:• x-,�ii"ziFii:_r.G�iiib?��r"'•• o• e:C:�:c,':i: Load Combination Support 1 Support 2 11,750 Support notation : Far left is #1 • 0.0000 0.000 Values in KIPS Overall MAXimum Overall MINimum 40+H +0+L+H +-D+Lr+H 40+S+H +D+0.750Lr+0.750L+H +D+0.750L+0.750S+H 3.345 0.597 0,995 0.995 0.995 3.345 0.995 2.758 3,227 0.526 0.877 0.877 0,877 3.227 0.877 2.639 Description : r� Vi .,..� t"i � . list' .--...,......._, Load Combination :1%-. ':.i:i�ixTt'-Y� �- 1='�.7'� J�'3j:"A: ;]:3j:i�ty.- • z:li/Ij ,�i[• .;GSiirL.......:,� _t ; tifF),s,:a.:7'vT.•tit.o rai:iat,�c« ^,n = 3r:.�YA ;:i_.o_,.:,ti9'r?t4k•.di r:;:Fit�J�.r._�F . ._. M"5•z.At:.^:::z4' .i t�_lr)}'i�-J:^: • .. _ s- _... ... .tt .::..:.ie-' -.e - . s.. rc §-rlis�d4ne,....t_ _ _._•SiN .t..f. .h.L7^s- ._ .1,.-. .. L " + •i:S"'a,Y ir4;v 1314i _-.w:=-;its �a�uw�rt,� lir_r:`,t<..F:: z:�;-s�:;�:�a. .*� ..,+- :_:,.: • ,:...: , : .s..,.,.. :.....Lr ens" a E S..'E(1iCliVEERMGf. existing puriin with replacing unit - �r-•:nt'Natii.pft•?iiiici Support notation : Far left is #1 Values In KIPS Support 1 Support 2 • +D+0.60W+H 0.995 0.877 +D+0,70E+H 0.995 0.877 +0+0.750Lr+0.750L+0.450W+H 0.995 0.877 +D+0.750L+0.750S+0.450W+H 2.758 2.639 +D+0.750L+0.750S+0.5250E+H 2.758 2.639 +0.60D+0,60W+0.60H 0.597 0,526 40.60D+0.70E+0.60H 0,597 0.526 D Only 0.995 0,877 Lr Only L Only S Only - 2.350 2.350 W Only E Only H Only DEC 0 7 2015 PERMIT CENTER 4- io O TABLE NO.25•A-1'-ALLOWABLE UNIT STRESSES -STRUCTURAL LUMBER -(Continued) Allowable Unit Stresses for Structural Lumber -VISUAL GRADING • (Normal loading. See also Section 2504) • -- -•. SPECIES -AND • COMMERCIALGRADE • . . SCE CLASS1F1- - , CATION . .... ALLOWABLE UNITSTRESSES INPOUNDS PER SQUARE.INCH - U.B.C.STDS. UNDER GRADED EXTREME FIBER IN SENDING Fb . • . • Single- member Uses Repetitive-. • member Uses Tension': Parallel •.; to Grain ' Fr , Horizontal • Shear . F,. Compres• sknper- pendicular to Grains FeI. cwnprea . sion Parallel : to Frain .• e • . :MODULUS : ' OF ELASTrCITY • • DOUGi.AS III -LARRC DOUGLASEIR-LARCi1(North) Dense-SeleetStiucturai • Selee6'SiFuctutal • • ...: DensePko-.1 114,l • Dense No; 2.. -_ ' N 2 .:.: LL No.3..:, . -. 'V . Surfaced dry or surfaced - ` •• ' : - 2'.' to 4" ..:. thick . 2"-fo 4• wide green. Used ' 2450 - 2100• • 2050 1750 ' . . t 4 1450 :9 t : at 19_ Max. 2800 • ' ..2400 . 2400 • 2050 ..1950 1650 .' • 925 • m.c.) I400 • 1200 : 1200 ' 1050 . . 1000 ' 8-50 475. ' - 95 . 95 95 95 95 . 95 95 730 625 736 .625 730 625 625 • 1850 . 1660- 1450 1250 1150 1000 600 1500 : , 1,900,000 ;, • 1;800;000 `• 1,900,000 1,800,000 •' 1,700;000 •1,700;000 1;500;000 ' ' . 25-2 2573 • and 2.5-4 (See footnotes 2through9, • is 111,.13, p ppearaace i.. Stud I750 L. 8.00 2050 925 1050 475 95 .95 625 625 600 .1,800;000 .1,sechoc0 • i 0listciicX 0 -:S%andaia -� =U Y::; 2" to.4' thick': - ''4"wide 4 1050. 600 : 275 : 1.200 675 • . 325 .. 625_ 350 175 • 95 95 95 625. 625 625 1150 .• 925 600 . 1,500,000-; 1;500,066 ' 1;500 ' Dense• . ectStructw:a)..:. Select••. trucuital• . 2100 1800 '2400 2050 1400.,•; 1200 . 95 95 . 730. 625 1650 1400 1,900,000. 1,800,000 .Dense'No.1 h No.1 2",:to4" • :thick t:_u '1500 2050 1750 1200 1000 ' 95 95 730 625 • 1450 1250 1,900,000 . 1,800,000 DenseNo. 2 1. 'No.2 •5"• and - - wider, I• {t 1250 1700 : 1450 775 650 95 95 730 625 1250 1050 , 1,700,000 1,700,000 • 14o.3 andSts? . • : ppeal ncr 725 1500,-;• • 850 . . '1750 • 375 l000 . 95 95 625 625 675 1500 .1;500,000 - 1,800,000 : --Deaf 5e1ect:Structural- • 'Sdectstiiict �Deuic3�70:1 - : '• Beads and . Sidaiex312 190) 14500 1550 •" - - • • - - 1100 7775: L •85 " 85 " 730 7 0 . 1300 1100 1100 1,700,000 1,600,000 1,700,O00 .. .. 1300 - 675 85 625 925' 1,600000 ,:DettsaSdectStru tral Sel ncttual 1750 - .. 1150 • . 85 -- • •• 730:- • 1350 - - 1,704000 - 25_3 • (Seefo(tnotes Posts aad IimbersI2 i500 1400 1200 - - 1000 950. • 825 85 `- 85' : 85 625: 730. 625 1I50 1200 1000 1.600;000 1,700;000 - 1;600,000 2 through 9) . . - DaiseNo.l No.1 •- •• • , • Select Dex ' Commereiai))e Decking •• 1750 207) - ... - 625 • _ •• . - • _ 1,700.00 14So 1650' - - 625 - 1,7i10,600. Dense:SelectStructtnai Sele,ctSixuctnral',: - rAense�lo,.1.. . ' . = No-.1 :.. Dense'No• 2 -• N.9 ' 2•-•. • .Beams east ..; .'Stringers r2._ :� .• .. • 1850 •1600 :1550 . - 1350 ...........85• .1000 875 - • ' -- .- -- 1100 . '950- • 775 • 500 . 425 85. 85 85 85 85 730 625 730 ' 625 730 625 1300 1100 1100 925 700 600 1,700,000 1,600,000 1700,000 I,600,000 ' 1,400,000' 1,300;000 ' • Dense.SeiectStructural 175fi - I150 85 - • 2s-4 • SeIeef Struetgta) " •' 1500 -- 1000' 85 730 625 1350 1,700;000 ( footnotes Denselsio. 1 Den'se•No.2 lVo:2 I'osts'and T nbexs'u' 1400 800 .700 - - - 950 825 • 550 475 85 `-' 85 85 85 730 625 730 625 1150 1200 1000 -- 550 475 1,600 OOA 1,700,000 1;600,000 1,400,000 1,300,000 2 through 10} • Select6d43eelung•: Conimereia1Decking peeking .. . - - - 2000 :1650 - - - • - . - - 1,800,000 1.700.000 Selected Decking Commercial Decking Decking • --. .... 2150..., 1800 (Surfaced at 155, max. m.c. and sled at 15% max. m.c.) • 1,700,000 1,700,000 (Continued)'• - Vet 1 V • titnitaa DF/DF : 24F - V4 Maximum Bending Stress R 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 ti'i•'-�tSi�• ieeS�r,'Tt=?it?,i;ui`•in. ".r�i"'-.• j ._. •=!:ia>> a'1.'41'i"rv=e71 - ..=D. ..4s.,.l ',.., ;;8i,a i uty i. r- xd- hj �a: ss Description : existing GLB with replacing unit i„agI T=lIe :_a=:B- Calculations per Load Combination Set : ASCE 7-10 Material Properties Analysis Method : Allowable Stress Design Load Combination ASCE 7-10 Wood Species Wood Grade Beam Bracing Fb - Tension Fb - Compr Fc - Prll Fc - Perp FV Ft : Beam is Fully Braced against lateral -torsion buckling D(1.73 S(4.8) D(0.6) D(1.73) S(4.8) i�F�5.125x22.5 X C Span =27.0n • Zr, `'ifE n..--:%-: ^a yC,11:^.wi_W�,_�,.z.,u.•c.,r .�.. �4t Lis.,; Fti''3nc i' .ant. ie�l': 'f. k•_ S .3,1pa��:.en;: . ,,-- 1 �^�- �e s•.J�e ail. s:-.•c :�_.a' '� aa'�.':..s;.',i5: ....;.. c_.. [ ,fl LR'Li a n. ;Ei 7;�{i"rRrv::;;eatc •eue- gAiiii,oal ': a`,. ;•,,, 1 N i p ?. 1: ms. Beam self weight cal d and ed to loads Point Load : D =1.730, S = 4.80 k an. 8.0 ft j Point Load : D =1.730, S = 4.80 k na.16.0 ft Point Load: D = 1.730, S = 4.80 k oa24.0ft Point Load: D = 0.60 k (a,13,0 ft �.+r..7- h ill ' .., :� MIi% s::ay xS.ac:, Rziri ki:.yiF• ..{te 2400 psi 1850 psi 1650 psi 650 psi 265 psi 1100 psi E: Modulus of Elasticity Ebend- xx Eminbend - xx • Ebend- yy Eminbend - yy Density 1800 ksi 930ksi 1600 ksi 830ksi 31 .2pcf D(1.73 S(4.8) Service Ioa s entered. Load Factors will be applied for calculations. C,,u3 C3e+STI-484*.+M Isc) '}ram.' C atlo = 0.887, 1 Maximum Shear Stress Ratio = 5.125x22.5 Section used for this span = 2,242.09psi fit : Actual = 2,527.52psi Fv : Allowable +D+S+H Load Combination 15.964ft Location of maximum on span Span # i Span #where maximum occurs 0.807 in Ratio = 0.000 in Ratio = 1.180 n Ratio = 0.000 In Ratio = 401 0 <360 274 0 <180 0.520 : 1 5,125x22.5 158.55 psi 304.75 psi +D+S+H 25,128ft • ;`,Span # 1 A DEC 0 7 2015 • PERMIT CENTER "i+1Ta 'it. s r Load Combination .''�,",�%�ei'Tbli1��o"i�Ld',• � ac`':iue-r,sC�`�t` ..�.-,�•e:.�-M\..,.P;'ii..,.`f:.x«:�'r.:5fi� re+,x�: �.fa•.i Span Max. "-" Dell Location in Span Load Combination Max. "+" Dell Location in Span +D+S+H 1 1.1802 4Pr�-y�� , i {.S,t�, , r .(, .0..- i "41P"c k' a=.'iir�E a,e`au?r4!:5 �llgi :' 4 �iit?•a 4;;. °ti i t:asY e' f11; i,V F ;Fa ,,,; 4s,kott 151,n. mzlgt,,f 41;;: n.n., -- - Load Combination Support 1 Support 2 13.697 Support notation : Far left is #1 0.0000 Values in KIPS 0.000 Overall MAXinium Overall MlNimum +O+H +D+L+H +D+Lr+H 8.630 1,658 2.763 2.763 2.763 12.235 2.221 3.702 3.702 3.702 7 t'�}.i ==. rrr8yi �SS�,L• ;fi ; r" .; r., r...:: _i ?.�•, d • �•a. �' •..vie.:: :.�._ _._. ._:.:�:-:�::-::,,_��;�::s;;=:-:::--:-_ �� ::••._--.: �.:::�.::-:.�;- :,L•roensee� ENGiNEEt2iNGFO Description : existing GLB with replacing unit �u=�:�•/�, �jr�'�}y�t, nor•. .:�-:,�cs -,k,�, �Eid .,:�::�a-.�. `.:='� F .«., -. K -:w1�iiw,W1S• • n FATI}g.-ve ..+c.::.z+ RIT,ii Ali i• i r] irdigg ---"r=:�,�:•�F,x�_a=rsa-.�E+.�.r,.5� <d.: �.E,� �.��n� ;a Load Combination Support 1 Support 2 Support notation : Far left is #1 Values in KIPS +D+S+H +D+0.750Lr+0.750L+H +D+0.750L+0.750S+H + D+0.60W+H +D+0.70E+H +D+0.750Lr+O.750L+0.450W+H + D+0.750L+0.750S+0.450W+H +O+0.750L+O.750S+O.5250E+H +0.60D+0.60W+0.60H +0.60D+O.70E+0.60H D Only Lr Only L Only S Only W Only E Only H Only 8.630 2.763 7.163 2.763 2.763 2.763 7.163 7.163 1.658 1.658 2.763 12.235 3.702 10.102 3.702 3.702 3.702 10.102 10.102 2.221 2.221 3.702 5.867 8.533 Converting Addresses to/from Latitude/Longitude/:Altitude in One Step Stephen P. Morse, San Francisco address city state zip [i6650 W Valley Hi9hwaj J [Tukwila rWA country [united States islet#17—Mi t ;,l t 'Lat tiL latitude f 1 longitude above values must be in decimal with minus signs for south and west El Access geocoder.us / geocoder.ca (takes a relatively long time) from googlej latitude !longitude laltitude decimal ► 47.4533977 it122.2428329 .,{ !deg-min-secj 47° 27' 12.2317" -122° 14' 34.1984"L 1 from yahoo latitude _ J longitude i altitudej decimal . 47.4534' -122.24322 .. ! . f deg-min-ssec11�47°'2T 12.24"iy 122° 14'35.592"I ._.._.._._._.. I 16650 W Valley Hwy, Tukwila, Washington 98188 open street map failed to return a result ,Lfiom tame ratitude- —~.—11longitude — �-_—�~[altitudel decimal -, 47.45340261953571-1122.242886322706i ��-_ . deg -min -sec 47°27' 12.2494" -122° 14' 34.3908', ` " ` 4....1 WA DEC 0 1 2015 PERMIT CENTER MUMS Design Maps Summary Report. User -Specified Input Building Code Reference Document 2012 international Building Code (which utilizes USGS hazard data available In 2003) Site Coordinates 47.4534°N, 122.24322°W Site Soil Classification Site Class D -'Stiff Soil" Risk Category I/II/III .:.......A . HD N v USGS-Provided Output Ss = 1.440 g S1 = 0.536 g SMS = 1.440 g 0.804 g S.S = 0.960 g SD1 = 0.536 g For information on how the SS and Si values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions In the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCE0 Response Spectrum 1.5S 1.10 1.50 LAM 1.35 0.00 1.20 0.00 1.05 0.70 0,50 Ol 0.60 m 0.75 f @ 0.50 r.0 0.60 0.40 0.45 0.30 0.30 0.70 0.1S ©.10 0.00 I i 1 l 1 1 1 1 1 1 O.PlO 0.00 0.20 0.40 D.GU 0.00 1.00 1.20 1.40 1.G0 1.00 2.00 0.00 15.20 0.40 0.G0 0.00 1.00 1.20 1.4.0 1.60 1.00 2.00 Period, T (sec) Period, T (sec) Design Response Spectrum Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein.,Thls tool Is not a substitute for technical subject -matter knowledge. Certified Drawing for 2.5t Unit P. 0 e jv 0 L MIT HEIGBT IRIHH 0 W 1 0 T 0 0 it -01 E. 0 N x 0 0 0 • F. 7F 0 R §fi No 0 0 0 wEn 101 ptits g' odm* Alt or usg i lass nUMWMWOR MMOMMIONO Nam. WWWWWWW MMINKVONM i MIME s� UMMONWMO s i 7� MONIMMWM MOW lieu IV] C: r Y �. 1J 'iV i i A DEC 0 7 2015 RE.Rhl1ET CENTER a' LSD Packaged Rooftop Builder 1.39u Lateral Analysis: : Model: Operating WT.= 349 # Seismic Design: Fp = {(0.4 ap Sps )x(1 + 2z/h)xWp}/(Rp/Ip) = 0.48 FP ta�c = 1.6 SD,sIp Wp = 1.54 FP r ,N = 0.3 Sps I p Wp = 0.29 Wp • • Wp (Equation 13.3-2) Wp (Equation 13.3-3) FP = 0.48 Wp 168 lbs. From: Ip= Mean Roof Height (h): Ground Motion: Sims = Fa*Ss = 1.440 Sos = (2/3)*SMs = 0.960 aP = 2.5 • Rp = 6.0 (Critical ap and Rp per ASCE 7-10 Table 13.5-1 or 13.6-1) 1.0 per ASCE 7-10 Section 13.1.3 25.0 ft. Comp. Attachment Height (z): Mech Unit: W = D= H= C.G. = Weight = 0.7Fp= Check Overturning (ASD) : (Eq. 16-16) T1 = C1 =,0.7Fp* (C.G:) /46" = (Eq. 16-16) T2 = C2 = 0.7Fp* (C.G.) / 30.5" = (Eq. 16-16) Res = (0.6-0.2Sosx0.7)x(Wp/2) = SM4 = Fv*Si = 0.804 SM� = (2/3)*SM1 = 0.536 32.625 in. 48.188 in. (D>W) 44.126 in. 15.813 -in. Center of Gravity 350.00 lbs.( Unit Weight + Misc) 118 lbs. Wp= 350.0 lbs. 25.0 ft. 40 lbs.---> No Uplift 61 lbs.--> No Uplift 81 lbs. (IBC 2012 Section 1605.3.1. Basic Combinations Equations) Wind Design : Exposure 'C', 110 mph, 25 ft (Max. Height) Pnet = 0.00256(Kz) (Kzt) (Cnet) V2 = 29.12 psf > 16 psf. Kz = Kzt = Cnet = V= : Eq. 16-35 0.94 : Velocity Presure Exposure Coefficient per ASCE 7-10 Table 27.3-1 1.00 : Topographic Factor per ASCE 7-10 Section 26.8.2 1.00 : Wind Directionality Factor, in accordance with Table 1609.6.2 (per h/D ratio) 110.00 : Basic Wind Speed from Section 1609.3 (Risk Category II) Fig.1609A (ASD) : Fh = 0.6X(Pnet) (AO _ Check Overturning (ASD) : T1 = C1 = 0.6x[Wind Load*W*H*[(H)/2) / 46" _ T2 = C2 = 0.6x[Wind Load*D*H*[(H)/2] / 30.5" = Res = 0.6x(Unit Weight /2) = , (Eq. 16-15) (Eq. 16-15) (Eq. 16-15) j 258 lbs. (Max.) (IBC 2012 Section 1605.3.1 Basic Combinations Equations) 2 I.L i + 4 (.1) dd 84 lbs.--> No Uplift 187 lbs.---> Uplift 105 lbs. A4-7D ero‘&41,1 AISI SPECIFICATION PROVISIONS for SCREW CONNECTIONS NOTATION SCREW PROPERTIES Number Nominal d = nominal screw diameter Designation Dia., d, in. dw = the larger of the screw head or washer # 2 0.0860 diameter, but not larger than 1/2"(5/16t"MIN.) # 3 0.0990 FS = factor of safety = 3.0 # 4 0.1120 Pas allowable shear force per screw # 5 0.1250 Pns= nominal shear strength per screw # 6 0.1380 16 ga. 0.057 Pat= allowable tension force per screw # 7 0.1510 14 ga. 0.071 Pnt= nominal tension strength per screw # 8 0.1640 12 ga. 0.102 Ppot = pull-out force per screw # 10 0.1900 Fu =45ksi min. Ppov = pull -over force per screw # 12 0.2160 t1= thickness of member in contact 1/4 in. 0.2500 with the screw head NOTE:- t2 = thickness of member not in contact 1.) Screw sizes smaller than # 2 or larger than 1/4" with the screw head are not to be used. Fu1 = tensile strength of member in contact 2.) The tested shear capacity of the screw shall not with the screw head be Tess than 1.25 Pns = 3.75 Pas. Fug = tensile strength of member not in 3.) The tested tension capacity of the screw shall not contact with the screw head be less than 1.25 Pnt= 3.75 Pat E6.3 Shear Pas = P ns/3 For t2ltt <=1.0 Pas shall be taken as the smaller of Pas = 1.4 (t23 d)1/2Fu2 Pas = 0.9. t1 d Fu1 Pas = 0.9 . t2 d Fu2 For t2/t1 >=2.5 Pas shall betaken as the smaller of Pas = 0.9 t1 d Fut Pas = 0.9 t2 d Fu2 GAUGE METAL THICKNESS Gauge Thickness (in.) 0.019 0.028 0.035 0.045 25 ga. 22 ga. 20 ga. 18 ga. E6.4 Tension Pat = P nt/3 Pat shall be taken as the smaller of Pull - Out Pat = 0.283 t2 d Fu2 Pull - over Pat = 0.5 t1 dw Fut For 1.0< t2/tl <2.5 Pas shall be determined by the linear interpolation between the above two cases ALLOWABLE LOADS flbs. vc, DEC 0 7 2015 PERMIT CENTER :•-�'r��� ,-yl�t�Q=pra7c��iSaz ]lin �L �r �'f c . -1•^•.� �r15��"'� yc /1i• - - , :.� "lei 'l? . 13 •' .-��...,�c.. 7��� iFn44� oty�p. a �'n [ �f ,�y�) �°fa �f"41 .e1i- r J. .y T., �9 ��•C' ,�' i -•o:y`�'fFt 1 ai s - r•Jr;•,ry�,t i. uE. 4 .•ii' 7':�t-t� � N' t 7�• � ,t p f }�Y S} n EY uP �f ik r t-��t d,�..��• $r+ � c�' 0. s� r ', 'at r r� � ii Y� � a y;t,$ .. ,Vlt•�i 53.J ! g`pi 3 Lf'.',+.J,-!•?f .1 y .11:• .. _ 11� f t VOL,•t��� ` 1^ ,••-V�.V.V'1'� I_...Y�-_ [I� - s-t_ �y�,4•- :�}.-.Y ir.§"1.,,_r(JJ-fit , -Zit��n•�L' �(j1�1�•1 j"' � Y .:4'J.iit. ...i�*f''iJ_.. _.G�, _ . . - S. .• 1� . �_• i. :QJiT: ,, Re i. i -F r - tE_�u�-_ '"-7 q1j �_�('�: 1;-= ..f�;�cL��� !r!�.: 'It • 1.-Wi•.xrti g - i-�a?sar. •a••'aT••B!'yi _xr?P.• ar-1:11T• a .�. clr:,}: .,r:W : . n C• se.'.,+t:'. .� :.:^n .1. aS 1. �:er..af'...`�:.r.x.!r � .._r.. _Y..:iiie'' .Y. ._r._•_ 1k1 •2 '::,:= s?.�.iG •>. -;•n* - .., gif'1:}::':_ .. -.,;_ r-..�yi _ :_� k n . s�:=1r...,:,. ..tv= 2tl:.,_....::tl 1 �y .:ri,. �?; . !... _...}.,.y., 4+: .,'C,..rb:AF Y,�... «t, n,n-;v =,r;:::i c:,,t try :. 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Z a 2 U) w 2 O co 0 Cl a t� w a 0 0 z 0 Z uj 0 W 0 0 Cl EXISTING CURB LAYOUT -t2i' Vd oittvinswt o N M a. a 7 CO CO m'r 1-5560-4021 1131 50 p € 0 z QIL gQwZ ( fatija M.ww1- z(DZCO zul- Umod aOvzut = =-a a co-ootmz Ruraoo zwO° onzi--c. z Nw=Lo it w oo na Lateral Analysis: : Model: Operating WT.: 349 # Seismic Design: Fp = {(0.4 ap Sips )x(1 + 2zlh)xWp}/(Rp/!p) = FpMAX=1.6SpsIpWp = Fp MIN = 0.3 Sps 1p Wp = 0.48 1.54 0.29 Wp . . Wp (Equation 13.3-2) Wp (Equation 13.3-3) F, = 0.48 Wp 211 Ibs. From: a, = 2.5 Rp = 8.0 (Critical ap and Rp per ASCE 7-10 Table 13.5-1 or 13.6-1) Ip = 1.0 • per ASCE 7-10 Section 13.1.3 Mean Roof Height (h): 25.0 ft. Comp. Attachment Height (z): Ground Motion: SMs = Fa*SS = 1.440 SAs = (2/3)*SMs = 0.960 SM1 = (2/3)*SM1 = 0.536 Mech Unit: D= H= C.G. = Weight = 0.7 Fp = Check Overturning (ASD) : (Eq. 16-16) T1 = C1 = 0.7Fp* (C.G.+ 12") / 65.75" = (Eq. 16-16). T2 = C2 = 0.7Fp* (C.G.+ 12") / 39.5" _ (Eq. 16-16) Res = (0.6-0.2SDsx0.7)x(Wp/2) = 32.625 48.188 44.125 15.813 440.00 in. in. (D>W) in. + 12" Adapter Curb in. Center of Gravity lbs.( Unit Weight + Misc) 148 lbs. SM1 = Fv*Si = 0.804 (IBC 2012 Section 1605.3.1 Basic Combinations Equations) Wind Design : Exposure 'C', 110 mph, 25 ft (Max. Height) Pnet = 0.00256(1c) (KZt) (Cnet) V2= KZ = KZt Cnet V -. (ASD) : Wp = 440,0 lbs. 25.0 ft. DEC 01 2015 PERMIT CENTER 63 .Ibs.---> No Uplift 104 lbs.---> Uplift 102 lbs. �-}-» 4� i 1 29.12 psf > 16 psf. : Eq.. 16-35 0.94 : Velocity Presure Exposure Coefficient per ASCE 7-10 Table 27.3-1 1.00 : Topographic Factor per ASCE 7-10 Section 26.8.2 1.00 : Wind Directionality Factor, in accordance with Table 1609.6.2 (per h/D ratio) 110.00 : Basic Wind Speed from Section 1609.3 (Risk Category II) Fig.1609A Fh = 0.6X(Pnet) (Ar) = lb Check Overturning (ASD) : • (Eq. 16-15) T1 = C1 = 0.6x[Wind Load*W*(H+12)2/2] / 39.5" = (Eq..16-15) T2 = C2 = 0.6x[Wind Load*D*(H+12)2/2] / 65.75" = (Eq. 16-15) Res = 0.6x(Unit Weight /2) = 340 lbs. (Max.) (IBC 2012 Section 1605.3.1 Basic Combinations Equations) 158 Ibs.---> Uplift 140 lbs.---> Uplift 132 lbs. • aoci OIL-0LT - 4.2 < l , 0 14- -4 riot • 1 30 6/Er31 66 3/4" ••••••••••••••• 01•11...1411 3/.64x 438u. ttalx 411 (WV-3044)* 41/ 144c4* =' aDcribil r 1 g 1 i 4- — ,1 1 1 .L.. Gtex-vary.t-- 2 (Ntr I'Ll;•".Wil A DEC 11 7 2015 PERMIT CENTER Y United 7eshmtogias SUBMITTAL Project Sherwin Williams Tukwila Date Monday, November 09, 2015 Contractor Pro -Staff Mechanical PRO -STAFF ecn nlcat cs s3 A c REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 3 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 1 2 2015 PERMIT CENTER Pro -Staff Mechanical, Inc. PO Box 33370 , Seattle, WA 98133 206-361-0071 • FAX 361-0424 2.5t Unit Project: Sherwin Williams Tukwila 11/09/2015 Prepared By: 01:43PN 2.5t Unit Tag Cover Sheet Unit Report Certified Drawing Performance Report Unit Feature Sheet Spec Sheet Packaged Rooftop Builder 1.39u Page 2 of 17 Unit Report For 2.5t Unit Project: Sherwin Williams Tukwila 11/09/2015 Prepared By: 01:43PN Unit Parameters Unit Model* 48VL-B300403 Unit Size* 30 (2.5 Tons) Volts -Phase -Hertz* 208-1-60 Heating Type* Gas Duct Cfg: VerticalNertical 40,000 Btuh Standard Unit Warranty Information 1 year warranty on parts 5 year warranty on compressor 5 year warranty on heat exchanger No optional warranties were selected. Dimensions (ft. In.) & Weight (lb.) "' Unit Length* 4' 0.1875" Unit Width' 2' 8.625" Unit Height* 3' 3.9375" •'• Weights and Dimensions are approximate. Weight does not Include roof curbs, unit packaging, geld Installed accessories or factory Installed options. Approximate dimensions are provided pdmadly for shipping purposes. For exact dimensions and weights, refer to appropriate product data catalog. Total Operating Weight* 349 lb NOTE: Please see Warranty Catalog 500-089 for explanation of policies and ordering methods. Ordering Information Part Number ' 48VL-B300403 Description Rooftop Unit Quantity 1 Accessories CPECOMZROO7A00 Economizer 1 Packaged Rooftop Builder 1.39u Page 3 of 17 Certified Drawing for 2.5t Unit tel .o 111 7.2 GRIT HEIGHT INIHH r. 74. rft •...J • .. 9 0 u re +W� A1A373 Packaged Rooftop Builder 1.39u Part Number: ECD-SDSML ** o M a3 Q N N Q LL OOP 344Q O Q N J O NQ C • N o M W W O N O O ~ O LooN cu co Lo CO co • •:1' L LCD c U 0 a 0 Carrier Equivalent: CPECOMZR007A00 FILTER RACK SIZE O N X r 0) 0 LL 0 Q 0 CO O = a) O Z M Uj • Z W DOCO0O W O 0 ) W Z 0 C 0 0 N N -o •• Z -p C • U a) p EL cU • Q Z O d ▪ a)c o X c • 0 CO I. J 0 0 C O Y 0) -• - a) (0 >. C o u) •C J 0 a) o c o ++ C � d"O N 0-o cu 0.0 N • ;° 0 c"=�a`))u- 0) a Y a) E m •o O, m a) o as - E a)`o.Cm 3 .0 c`a C v-C) a) 0 U-,,, N O ` p = • .N E O -0 C0 V 0 0 (0 C 0 0 C a.N N o 0 0 o N N 0 @ 0. C C• 0 C Z O` a) Q-0 0:t'.0 0 L.LIW m W W 3 h c.) O Z� cvri v 0, 1 C 0 cono. Part No. 0 ECD-SDSML-ADB-CD >, Q 03 t W ECD-SDSML-ENT-CD No Controls ECD-SDSML-NC-CD p . O • a) :i., O CL C '- Q 'ill a0 0 0_ 75 (./) 03 0. Filters provided V/////////%///////////////////////1/////M' O 0 0 0 0 0 0 0 0 0 0 0 0 0 O )0 0 0 0 0 0 0 0 0 0 0 0 0 0 U c E= 0- cc) u C L In a) o c E o.N �- _c• 0 0 • O Q) — C C m 18 C c d controls access SIDE VIEW Down Discharge c m E o @ o c .04- c rts N N N 0 E.5 O a) C E 0 W c`0 L N N � E O O. c E (6 8 O Wo THIS DOCUMENT IS THE PROPERTY OF MICROMETL CORPORATION AND IS DELIVERED UPON THE EXPRESS CONDITION THAT THE CONTENTS WILL NOT BE DISCLOSED OR USED WITHOUT MICROMETL'S WRITTEN CONSENT MICROMETL CORP. - 3035 NORTH SHADELAND AVENUE, SUITE 300 - INDIANAPOLIS, IN 46226 - 1-800-662-4822 - MICROMETL SPARKS - 905 SOUTHERN WAY - SPARKS. NV 89431 - 1-800-884-4662 Z 0 APPROVED DESCRIPTION INITIAL DRAWING DIMENSIONED AND TOLERENCED PER F 711 Q 0 Z 0 1- a 0 0 w 5 0 W W W 2 0 2 w N J to 2 Z CO vi 00 J 2 0 1- 2 -J U 0 00 00 U 2 H 0 00 0 d 00 Y 0 00 0 U 0 Z 1- W 0 0 0 0 fV EXISTING CURB LAYOUT 2 1- 00 0 J a N 7,54 N 13NVd O ILV 1nSNI m m 0 r- 'R' 1-5560-4021 N O i o� tl 2 t 1C 'C A@ ;5 ;3 i9 '4E Df 2 0 z O <cc F 7 Z 0 Z mQOW (DJWm Z( ZC ozm= Qo0UW UZ QS LLOC) Z O y-OWZ °W<O0 U >oog oreZz yU=�O WO W 7 — 70—F LLp' 000a. Performance Summary For 2.5t Unit Project: Sherwin Williams Tukwila 11/09/2015 Prepared By: 01:43PN Part Number:48VL-B300403 ARI SEER' 14.50 Base Unit Dimensions Unit Length' 48.2 in Unit Width: 32.6 in Unit Height: 39.9 In Total Operating Weight' 349 lb Unit Unit Voltage -Phase -Hertz: 208-1-60 Air Discharge' Vertical Fan Drive Type' Direct Actual Arflow: 908 CFM Site Altitude' 0 ft Cooling Performance Condenser Entedng 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/lb Evaporator Leaving Air DB• 58.5 F Evaporator Leaving ARM' 57.3 F Evaporator Leaving Air Enthalpy 24.55 BTU/lb Net Cooling Capacity: 28.15 MBH Net Sensible Capacity' 21.13 MBH Total Unit Power Input 2.36 kW Coil Bypass Factor 0.033 Heating Performance Heating Airflow' 908 CFM Entering Air Temp: 70.0 F Leaving Air Temp' 103.6 F Gas Heating Input Capacity: 40.0 MBH Gas Heating Output Capacity: 33.0 MBH Temperature Rise: 33.6 F Supply Fan External Static Pressure' 0.30 in wg Options / Accessories Static Pressure Economiser 0.12 in wg Wet Coil: 0.05 In wg Total Application Static (ESP + Unit Opts/Acc )' 0.47 In wg Fan RPM: 1050 Fan Power 0.33 BHP Fan Motor Size, hp' 1/2 NOTE' High Motor Speed, Vert Electrical Data Minimum Voltage: 197 Maximum Voltage: 253 Compressor RLA• 12.8 Compressor LRA• 64 Outdoor Fan FLA (ea)• 0.7 Indoor Fan Motor FLA: 4.1 Power Supply MCA* 20.8 Power Supply MOCP (Fuse or HACR)• 30 Control Panel SCCR: 5kA RMS at Rated Symmetrical Voltage Acoustics Sound Rating: 73.0 db Sound Power Levels, db re 10E-12 Watts Discharge Inlet Outdoor 63 Hz NA NA NA 125 Hz NA NA 62.0 250 Hz NA NA 64.0 500 Hz NA NA 67.5 1000 Hz NA NA 67.5 2000 Hz NA NA 65.0 4000 Hz NA NA 60.0 8000 Hz NA NA 54.5 Advanced Acoustics Advanced Accoustics Parameters 1. Unit height above ground: 30.0 ft 2. Horizontal distance from unit to receiver 50.0 ft 3. Receiver height above ground: 5.7 ft 4. Height of obstruction: 0.0 ft 5. Horizontal distance from obstruction to receiver0.0 ft 6. Horizontal distance from unit to obstruction: 0.0 ft Packaged Rooftop Builder 1.39u Page 5 of 17 Performance Summary For 2.5t Unit Project: Sherwin Williams Tukwila 11/09/201; Prepared By: 01:43PN Detailed Acoustics Information Octave Band Center Freq. Hz 63 125 250 500 1k 2k 4k 8k Overall A 0.0 62.0 64.0 67.5 67.5 65.0 60.0 54.5 73.0 Lw B -26. 2 45.9 55.4 64.3 67.5 66.2 61.0 53.4 71.6 LwA C 0.0 29.6 31.6 35.1 35.1 32.6 27.6 22.1 40.6 Lp D -26. 2 13.5 23.0 31.9 35.1 33.8 28.6 21.0 39.2 LpA Legend A Sound Power Levels at Unit's Acoustic Center, Lw B A -Weighted Sound Power Levels at Unit's Acoustic Center, LwA C Sound Pressure Levels at Specific Distance from Unit, Lp D A -Weighted Sound Pressure Levels at Specific Distance from Unit, LpA Calculation methods used in this program are patterned after the ASHRAE Guide; other ASHRAE Publications and the AHRI Acoustical Standards. While a very significant effort has been made to Insure the technical accuracy of this program, it Is assumed that the user is knowledgeable in the art of system sound estimation and is aware of the tolerances involved in real world acoustical estimation. This program makes certain assumptions as to the dominant sound sources and sound paths which may not always be appropriate to the real system being estimated. Because of this, no assurances can be offered that this software will always generate an accurate sound prediction from user supplied input data. If in doubt about the estimation of expected sound levels In a space, an Acoustical Engineer or a person with sound prediction expertise should be consulted. Packaged Rooftop Builder 1.39u Page 6 of 17 City of Tukwila Department of Community Development November 30, 2015 PETER CRELLEY PO BOX 33370 SEATTLE, WA 98133 RE: Correction Letter # 1 MECHANICAL Permit Application Number M15-0153 SHERWIN WILLIAMS - 16650 W VALLEY HWY Dear PETER CRELLEY, Jim Haggerton, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING - M DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11 x 17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" to be stamped and signed. [Electronic copies shall not be approved.] (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. Provide documents provided by the engineer wet stamped and wet signed. See General Note above. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206)431-3655. Sincerely, Bill Rambo Permit Technician File No. M15-0153 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 ?ERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M15-0153 PROJECT NAME: SHERWIN WILLIAMS SITE ADDRESS: 16650 W VALLEY HWY Original Plan Submittal DATE: 12/15/15 Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: as Dc\H G11,\41 Building Division Public Works Fire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 12/15/15 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: DUE DATE: 01/12/15 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/1 R/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M15-0153 DATE: 11/12/15 PROJECT NAME: SHERWIN WILLIAMS SITE ADDRESS: 16650 W VALLEY HWY X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: As COVY Building Division V-15" Public Works n AAA NvA- 1I-I-7-I S Fire Prevention el Structural n Planning Division Permit Coordinator n PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 11/17/15 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews n Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 12/15/15 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only 1 CORRECTION LETTER MAILED: ( t'O Departments issued corrections: Bldg Fire 0 Ping ❑ PW 0 Staff Initials: w2 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: M 15 -015 3 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner VaW fi, :: it tlra:a IDEC 07 •2 Project Name: Sherwin Williams PER i G ' ' Project Address: 16650 W Valley Hwy Contact Person: j ETER, CRG.LL-\i Phone Number: Z - 34 f — 007 71 Summary of Revision: ST c u AL CALL tILAT 15.1as o/-1. II x)-7 A0.0 'r-i s1&)ftsO 5y• t_ re_IA <-1).N E, . 5 f�TS P G1 7 Sheet Number(s): S j�Zv C� ViZAL CA L C VLA--glow S "Cloud" or highlight all areas of revision including date diei't&' ofrreevision Received at the City of Tukwila Permit Center by:�1� ❑ Entered in TRAKiT on \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: PRO STAFF MECHANICAL INC Page 1 of 2 Home Tnic:io en Espanol Contact A-Z Index Llt:�llt My Secure I..&T Safety Claims & Insurance Workplace Rights Trades & Licensing Washington State Department of Labor & Industries PRO STAFF MECHANICAL INC Owner or tradesperson Principals ALMO, LEONARD LEE, PRESIDENT ALMO, PENNY H, VICE PRESIDENT Doing business as PRO STAFF MECHANICAL INC WA UBI No. 601 038 859 PO BOX 33370 SEATTLE, WA98133 206-361-0071 KING County Business type Corporation Governing persons LEONARD ALMO PENNY H ALMO; 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. PROSTMI072NG Effective — expiration 08/07/1993— 07/02/2016 Bond ................. DEVELOPERS SURETY & INDEM CO Bond account no. 799707C $12,000.00 Received by L&I Effective date 01/26/2009 01/14/2009 Expiration date Until Canceled Insurance ..................... American Economy Insurance Co $1,000,000.00 Policy no. 26CC006951 Received by L&I Effective date 06/22/2015 06/30/2014 Expiration date 06/30/2016 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits againstthe bond or savings �US-d R q 355-7 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601038859&LIC=PROSTMI072NG&SAW= 12/31/2015