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Permit D15-0175 - HOLADAY PARKS - AWNING
HOLADAY PARKS 4650SI34 TH PL D15-0175 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 Parcel No: 2616600030 Address: 4650 S 134TH PL Project Name: HOLADAY PARKS I61:W411071M140k21411AiIII Permit Number: D15-0175 Issue Date: 7/31/2015 Permit Expires On: 1/27/2016 Owner: Name: HOLADAY-PARKS INC Address: 4600 S 134TH PL, SEATTLE, WA, 98168 Contact Person: Name: CONNIE HARDIN Phone: (206) 250-4530 Address: 4600 S 134 PL, SEATTLE, WA, 98168 Contractor: Name: HOLADAY PARKS, INC. Phone: (206) 248-9700 Address: PO BOX 69208, SEATTLE, WA, 98188 License No: HOLADPI379NO Expiration Date: 9/3/2015 Lender: Name: HOLADAY-PARKS INC Address: 4600 S 134TH PL, SEATTLE, WA, 98168 DESCRIPTION OF WORK: ADD AWNING: ENLARGE EXISTING CONCRETE PAD AND ERECT STEEL STRUCTURE Project Valuation: $11,647.60 Fees Collected: $557.86 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: Occupancy per IBC: Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: 125 Sewer District: TUKWILA SEWER SERVICE,VALLEY VIEW SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-466: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No Permit Center Authorized Signature:w�&am Date: 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 develop permit -and aggee to the conditions attached to this permit. Signature r— Print Name: Date: 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: 5: If combustibles, fueled equipment or vehicles are to be placed beneath the awning, fire sprinkler protection shall be extended to the awning. 1: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 2: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 3: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 4: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 6: 'BUILDING PERMIT CONDITIONS' 7: 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. 8: 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. 9: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 10: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 11: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 12: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 13: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 14: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 15: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 16: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 17: 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. 18: 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). 19: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 20: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 21: 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. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL" 0301 CONCRETE SLAB 1400 FIRE FINAL 0201 FOOTING 0409 FRAMING 4000 SI-CONCRETE CONST 4046 SI-EPDXY/EXP CONC 4025 SI-STEEL CONST 4026 SI-STRUCT STEEL 4004 SI-WELDING CITY OF TUKWILA Community Development Department Public Works Department • Permit Center 6300 Southcenter Blvd, Suite 100 Tulttrila, WA 98188 httV://xvNv\NJuk%N ilq\VA.gov Building Permit No. U I _1_, Project No. Date Application Accepted: Date Application Expires: use CONSTRUCTION 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" LSITE LOCATION King Co Assessor's Tax No.:._Q( L Q_�� Site Address:�� ` �` Suite Number: Floor: Tenant Name: r New Tenant: ❑ .....Yes No PROPERTY .. n1 l 1 •rig � � . . , CONTACT PERSON — person receiving all project communication Name: t Address: `ti 1 13 Citv: State:OA Zip Phone: ! �N rghFax: b Zq %LV Email h h ,� h . C' W1 0=: GENERAL CONTRACTOR INFORMATION Company Name: Address: t^�(t City: State: i Phon Contr Reg No.: V xp Date: Tukwila Business License No.: H kApplicatioms',Fon -Applications On Line2ul 1 ApplicationsTemut Application Reused - 8-9-11 doc. Revised: August 2011 hh ARCHITECT OF RECORD Company Name: Architect Name: Address: Citv: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: Engineer Name: ! •� 1 Urh 1_ �'1 t Address: lk Sf r- ZS1 City: State: Zi Phone: Z ax. Email: Page 1 of 4 I/ BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $�V UV Existing Building Valuation: $ Describe the scope of work (please provide detailed information): �1 • n�' • ,OA P —' �_ • Will there be new rack storage? ❑..... Yes C No If yes. a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I`-t Floor 2 nd Floor i 3` Floor Floors thru Basement Accessory Stricture* Attached Garage Detached Garage Attached Carport Detached Carport j ( O Covered Deck V Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑....... Yes No If "yes". explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ...... Sprinklers ❑ ....... Automatic Fire Alarm ❑ .......None ❑ .......Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑....... Yes .. .....No If "yes, attach list ofmaterials and storage locations on a separate 8-112"x II "paper including quantities and Material Safeh, Data Sheets. SEPTIC SYSTEM ❑ .......On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H1ApplicationsTort -Applications On Une�2011 ApplicatimTennit Application Re%tsed-N-9-11.docs Ret aed August 2u11 Paee 2 of 4 bh I 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 pen -nit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 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. BUILDIN iTHO Z D AGENT: G Signature: Date: Print Name: h �'e ut Day Telephone: Mailing Address:_ S JL in- State Zip H 1Apphcatiotts:Fo=.Application On Line' 20I I AppltcallonsTennit Application Revised - 8-9-11.docs Page 4 of 4 Revised: August 2011 bh DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $557.86 D15-0175 Address: 4650 S 134TH PL Apn: 2616600030 $557.86 DEVELOPMENT $541.58 PERMIT FEE R000.322.100.00.00 0.00 $325.50 PLAN CHECK FEE R000.345.830.00.00 0.00 $211.58 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $16.28 TECHNOLOGY FEE TOTAL1 . R000.322.900.04.00 0.00 $16.28 $S57.86 Date Paid: Friday, July 10, 2015 Paid By: CONNIE HARDIN Pay Method: CREDIT CARD 09578G Printed: Friday, July 10, 2015 2:08 PM 1 of 1 OCR? SY57EM5 INSPEi Retain a \atSAKTION N0. MON RECORD X PER copy with permitf 7S fs M MIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro' ct Type of I pectGon*t 4r Address: AZZ �/L �j impo Date Call Sp cial Instructions: �-,r✓j Date Wanted: a.m. 0 - ,� p.m. Re a ter: Zpfe(2f - Phone No: 7S`M %Z--? 3 ' Inspector: �,/' �- Date 6 REINSPECTION FEE REQUIRED. Prior to next inspection. -fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit ��017-r- I AZE ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro'ect: @ t Q Gt-Q/_ Type of Ins ection: C A rgsTO ` f rtq� Date Calle Special Instructions: At Date Wa�ed: tr� a.m. p.m. Requester: Phone No: Inspector: Date: 4::fc- � I --� -Cj- REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. M WNSPECTI INSPECTION RECORD 7�Retain a copy with permit DiS-O. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 981 0 (206) 431-3670 Permit Inspection Request Line (206) 438-9350r -- -rvoi< Y Pro' ct Pa I� s Type pf Inspection: if - coo-t-st Address:11 �^� �� "5-Q* o � � �fi�a.cle, Date Called: Special instructions: Date anted:_ a.m. 0 p.m. Requester. Phone No: EJ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. l� INSPECTION RECORD t Retain a copy with permit SPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING. DIVI ION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 5( S 34-kW Permit Inspection Request Line (206) 438-9350 � _ �Ud('ttq Pr 'ect: 4Ate u Per y e,of Inspection: `— (G�u Address- Y-0 See (3 %PZ�ce, Called: Special Instructions: n Dateted: a.m. P —6 - 0- p.m. Requester: Phone No: Inspector: Date: 0 —b El REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. D 15 o n5- INSPECTION RECORD rl) Retain a copy with permit INS CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro'ect: 9 A?* Type of Inspection: nn Pl(- Address: &Sv S 1301 Date Called: Special Instructions: ^,�„ Utt—�v—/� Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. MAYESTEsTiNG ENGwms, /NC• saaftofto 20225CedarVsbyRoad sule110 ,._. L"mcod, WAMM ph425.742M W425.745.1737 October 8th, 2015 Taw=Olte 10029S.Tawmwaq SubE-2 Ta mia, WA%4.99 ph 2MM4-VX fax25MN3707 City of Tukwila Building Department Pbdhworm 7911PE33rdMe 6200 South Center Blvd s,L.190 Tukwila, WA 98188-8188 Pbrb-40R97211 ph503281.7515 6503281.7579 Attn.: Building Official Re: Awning at Holaday Parks FINAL LETTER 4650 South 134th Place Permit: D15-0175 Tukwila, WA Project No. T15166 This is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent to you. Special inspection was provided for: • Proprietary Anchors 1. Epoxy Grouted Anchors 2. Expansion Anchors • Reinforcing Steel Placement • Structural Steel Erection 1. Bolting 2. Steel Decking To the best of our knowledge, all work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. We trust that this provides you with the information that you require. Should you have any questions, give us a call. Sincerely, Mayes Testing Engineers, Inc. i I—) Timothy G. Beckerle, P.E. Vice President RECEWEU CITY OF TUKWILA OCT 092015 PERMIT CENTER DID ��I�i t Page 1 of 1 FIELD COPY / SUBJECT TO REVIEW 320225 Cedar Valley Road, Suite 110 Lynnwood, WA 98036 10029 S. Tacoma Way, Suite E-2 Tacoma, WA 98499 7911 NE 33rd Drive, Suite 190 Portland, OR 97211 Ph 425.742.9360, Fax 425.745.1737 Ph 253.584.3720 Fax 253.584.3707 Ph 503.281.7515 Fax 503.281.7579 INSPECTOR TIME HOURS Craig Williams SUMMARY: Project No.: T15166 Date: 8/6/2015 Project: Awning at Holaday Parks Permit No.: D15.0175 Weather Partly CI Project Address: 4650 S. 134th Place, Tukwila Owner Holaday Parks Engineer. Alireza Ghassemikia Architect: Contractor. Asphalt Patch Type of Inspection: PA, RS Samples: Proorietary Anchors Contractor installed (28) #4 slab dowels for the exterior awning area located on the East side of building 4650. Holes are 5/8" in diameter, with 5" of embed. Contractor used Simpson Strong -Tie Set 22. Holes were cleaned per manufactures recommendations. Reinforcing steel Inspected the reinforcing steel for the awning slab. keinforcing steel is:installed per details 1, 3 & 4 on page S-2. Verified bar size, grade, spacing, clearances and lap lengths., J r . RECEIVED CITY OF TUKWILA AUG 'U 6 2015 PERMIT CENTER To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. x YES NO PRELIMINARY INSPECTION NONCONFORMING CONDITIONS/CORRECTIVE ACTIONS TAKEN: MTE 1000-2C, Rev5, 211N3 K I A C O FILE COVERED SHED 4650 SOUTH 124T" PLACE TUKWILA, WASHINGTON 98168 FOR HOLADAY-PARKS, INC. JULY 07, 2015 JOB NO: 124-1502 16301 N.E. 8fh St., Ste, 251 Bellevue, WA 96008 Phone 425.644.6400 Ce11425.351.5999 RE WED FOR CODE COMPLIANCE APPROVED JUL 2 9 1015 City of Tukwila BUILDING DIVISION coaREcsat+ LTR# - - RECEIVED CITY OF TUKWILA JUL 2 4 2015 PERMIT CENTER DIy �01'�5 ........... ................ a q a .......... ....... ... ..................... ...... .......... P a ............... ........ ...... .................. ...... Pr6jecusubject By Sheet No ........ ............. . . .. ............... ... Date Job No. f-? ) --)� / , "ry"op'-�;O I Date and Time: 6/25/2015 9:08:12 AM MCE Ground Motion - Conterminous 48 States Zip Code - 98168 Central Latitude = 47.488839 Central Longitude =-122.29991 Period MCE Sa (sec) (%g) 0.2 140.6 MCE Value of Ss, Site Class B 1.0 048.5 MCE Value of S1, Site Class B Spectral Parameters for Site Class D 0.2 140.6 Sa = FaSs, Fa = 1.00 1.0 073.7 Sa = FvS 1, Fv = 1.52 Spectrum for Site Class D Period MCE Sa (sec) (%g) 0.000 056.2 T = 0.0, Sa = 0.4FaSs 0.105 140.6 T = To, Sa = FaSs 0.200 140.6 T = 0.2, Sa = FaSs 0.524 140.6 T = Ts, Sa = FaSs 0.600 122.8 0.700 105.3 0.800 092.1 0.900 081.9 1.000 073.7 T = 1.0, Sa = FvS 1 1.100 067.0 1.200 061.4 1.300 056.7 1.400 052.6 1.500 049.1 1.600 046.0 1.700 043.3 1.800 040.9 1.900 038.8 2.000 036.8 /9 Pr jec&bject _.._ . e© ,�g,,,� s� ........... .... Date Job No. ' W .......... :,,.....;>✓%�'�f' GAG`-�.✓ 2rD f rame Analysis File = c,\UsersIRONM-1\DOCUM&1\ENERCA^11124.1502ec6 ENERCALC, INC, 19. n2014, BW :6.14.6.15, Ver.6:15.3.31 KW-06009143 Licensee: Kia CO Description : COVERED SHED, FRAME with steel pipe columns X: W(p.4) E41K ozozafao.. o. (2.5) 02 Pipe6 Std Pipes Std s � Joints... -- ------ -- Joint Joint Coordinates Joint Label X eg ft ft X Restraint Y Restraint Z Restraint Tdern 1 0.0 0.0 Fixed Fixed 0 2 0.0 12.0 0 3 33.0 0.0 Fixed Fixed 0 4 33.0 12.0 0 5 -2.0 12.0 0 6 35.0 12.0 0 Members... — — Member Label Property Label Endpoint Joints I Joint J Joint Member Le ng� I End Releases x y z s J End Releases I x y z 1-2 Pipe6 Std 1 2 12.000 Fixed Fixed Faced I Fixed Fixed Fixed 2-4 W14x30 2 4 33.000 Fixed Fixed Fixed Fixed Fixed Fixed 25 W1430 2 5 2.0001 Fixed Fixed Fixed Fixed Fixed Fixed 3A Pipe6 Std 3 4 12.000 1 Fixed Fixed Fixed Fixed Fixed Fixed 4-6 W1430 4 6 2.0001 Fixed Fixed Fixed Fixed Fixed Fixed .Member Stress Check Data....------ - ---— Member Unbraced Lengths Slenderness Factors AISC Bending & Stability Factors Label Lu : z ft Lu : y K : z K : y Cm Cb 1-2 12.000 12.000 1.00 1.00 1.000 1.000 2A 33.000 4.000 1.00 1.00 1.000 1.000 2-5 2.000 2.000 1.00 1.00 1.000 1,000 3-4 12.000 12.000 1.00 1.00 1.000 1.000 4-6 2.000 2.000 1.00 1.00 1.000 1.000 1-0framwAnalysas He=c:WSers\RONM-11U0CUME-11ENERCA-1U24-1502ec6 ENERCALC, INC.1902014, B610.14.6.15, Ver.6.15:3 31 0.0000 Description : COVERED SHED. FRAME with steel pipe columns Materials... Member Youngs Density Thermal Yield Label ksi kcf in/degr ksi Default 1.00 0.000 0.000000 PIPE 29,000.00 0.490 0.000650 35.00 Steel 29,000.00 0.490 0.000650 50.00 TUBE 29,000.00 I 0.490 0.000650 46.00 Wood 1,800.00 - 0.350 0.000000 0.00 MQrrti Sections - Prop Propp Label Group Tag Material Area peps Width Ixx lyy Default Group - De- fau 1.0 in^2 --- 0.0 in 0.0 m --TO inA4 1.0 inA4 HSS6x6x1/4 tube col TUBE 5.240 in^2 6.0 in 6.0 in 28.60 in^4 28.60 in^4 Pipe6 Std column PIPE 5.220 inA2 6.625 in 6.625 in 26.50 in"4 26.50 in^4 W14x30 beam Steel 8.850 inA2 --- 13.80 in 6.730 in 291.0 in^4 19.60 inA4 Joint Loads.:.. - - --- Load Load Magnitude Joint Label Direction Dead Roof Live Live Snow Seismic Wind Earth 5 I Global X I 0.6240 0.40 k 5 I Global Y I 0.60 2.60 k 6 Global Y I 0.60 2.50 k Member Point Loads.... - Member Load Distance from Load Magnitude Label Direction "I" Joint I Dead Roof Live Live Snow Seismic Wind Earth 1-2 Moment loft 40.0 k-ft 3-4 Moment 10 ft 40.0 k-ft 24 _ Global Y 16.5 ft ----------------- 2.0 k Member Distributed Loads.... - ----------------- - Member Load Load Extents Load Magnitude Label Direction Start End ft Dead Roof Live Live Snow Seismic Wind Earth - - 0.0390 0.1630 2.0 End Maq : 0.0390 0.1630 k/ft 4-6 Global Y 0.0 Start Maq : 0.0390 0.1630 k/ft 24 Global Y 2.0 0.0 End Maq: Start Man: 0.0390 0.0390 0.1630 0.1630 k/ft k/ft 33.0 End Maq: 0.0390 0.1630 kt t Load Combinations... --- IBC 2012 Load Combination Group Self Wt Factors Load Combination Factors Description Multiplier X Y Dead Roof Live Live Snow Seismic Wind Earth +D+L 1.0 -1.0 1.0 1.0 +p+S 1.0 -1.0 1.0 1.0 +D+0.750L 1.0 -1.0 1.0 0.750 +D+0,750L+0.750S 1.0 -1.0 1.0 0.750 0.750 +0+0.60W 1.0 -1.0 1.0 0.60 +0+0.70E 1.0 -1.0 1.0 0.70 +D+0.750L+0.450W 1.0 -1.0 1.0 0.750 0.450 +D+0.750L+0.750S+0,450W 1.0 -1.0 1.0 0,750 0.750 0.450 +0+0.750L+0.750S+0.5250E 1.0 -1.0 1.0 0.750 0.750 0.5250 +0.60D+0.60W 1.0 -1.0 0.60 _ _ _ _ 0.60 _ _ Extreme Joint Dispiace marits & Reactiorns Only Load Combinations giving maximum values are listed Joint Displacements Joint Reactions Joint Label X Y Z I X Y Z in in Radians k k k-ft 1 0.0 0.0 0.003034 0.4145 7.607 Max +0+0.70E +0.60D+0.60W +D+0.750L+0.750S +D-r0.750L+0.750S +D+S 2 P Fralme. Analy$ts File =r�lUsersIRONM-�IIDOCUME-1\ENERCA-1H241502.ec6 ENERCALC. INC:19n2014. Add -A 14A 15. Ver615 .11 Description : COVERED SHED: FRAME with steel pipe columns Extreme Joint Displacements & Reactions Only Load Combinations giving maximum values are listed Joint Displacements Joint Reactions Joint Label X y Z X y Z in in Radians k k k-ft U.0 U.0 -U.UULD`Jl -0.11063 i.476 Min +D+0.750L+0.750S +D+S +D+0.70E +0+0.70E +0.60D+0.60W 2 0.3186 -0.001303 -0.000961 Max +D+0.70E +0.60D+0.60W +0.60D+0.60W -0.2098 -0.007135 -0.003680 Min +D+L +O+S)+0.750L+0.750S+0.5250E 3 0.0 0.0 0.000216 -0.1122 7.607 Max )+0.750L+0.750S+0.5250E +0.60D+0.60W +D+L D Only +D+S 0.0 0.0 -0.003696 -0.5782 1.650 Min D Only +D+S +D+0.70E +0.750L+0.750S+0.5250E +0.60D+0.60W 4 0.3181 -0.001469 0.003965 Max +D+0.70E +0.60D+0.60W +D+0.750L+0.750S -0.2103 -0.007135 0.000689 Min +D+L +D+S +0.60D+0.60W 5 0.3187 0.08032 -0.000947 Max +D+0,70E)+0.750L+0.750S+0.5250E +0.60D+0.60W -0.2098 0,02153 -0.003591 Min +D+L +0.60D+0.60W )+0.750L+0.750S+0.5250E 6 0.3181 0.08734 0.003876 Max +D+0.70E +0+0.750L+0.750S +0+0.750L+0.750S -0.2103 0.01486 0.000676 Min +D+L +0,60D+0.60W +0.60D+0.60W Extreme Member End Forces Only Load Combinations giving maximum values are listed Member " I " End Forces Member " J " End Forces Member Label Axial Shear Moment Axial Shear Moment k k k-ft k k k-ft 1-2 7.607 0.1063 0.0 -1.263 - 0.4145 1.275 Max +D+S +D+0.70E +0+0.750L+0.750S +0.60D+0.60W +D+0.750L+0.750S +D+0.70E 1-2 1.476 -0.4145 0.0 -7.394 -0.1063 -7.473 Min +0.60D+0.60W +D+0.750L+0.750S +D+L +D+S +D+0.70E +D+0.750L+0.750S 2-4 0.5782 4.059 12.806 -0.1122 3.875 -1.603 Max )+0 750L+0.750S+0.5250E +D+0.750L+0.750S +D+0.750L+0.750S D Only )+0.750L+0.750S+0.5250E +D+L 2-4 0.1122 0.7957 0.06301 -0.5782 0.9703 -10.595 Min D Only +0.60D+0.60W +D+0.70E) 0.750L+0.750S+0.5250E +0.60D+0.60W +D+S 2-5 0.4368 -0.4670 -0.8270 0.0 3.10 0.0 Max +D+0.70E +0.60D+0.60W +0.60D+0.60W +D+0.750L+0.750S +D+S +D+L 2-0 0.0 -3.564 -6.664 -0.4368 0.360 0.0 Min +D+0.750L+0.750S +D+S +D+S +D+0.70E +0.60D+0.60W +D+0.60W 3-4 7.607 0.5782 0.0 -1.437 -0.1122 4.438 Max +D+S )+0.750L+0.750S+0.5250E +D+0.750L +0.60D+0.60W D On1y)+0.750L+0.750S+0.5250E 3.4 1.650 0.1122 0.0 -7,394 -0.5782 0.2652 Min +0.60D+0.60W D Only +0.60D+0.60W +D+S 40.750L+0.750S+0.5250E +D+L 4-6 0.0 3.564 6.664 0.0 -0.360 0.0 Max 40 750L+O.75OS+O.525OE +D+S +D+S +D+L +0.600+0.60W )+0.750L+0.750S+0.5250E 4-6 0.0 0.4670 0.8270 0.0 -3.10 0.0 Min +D+L +0.60D+0.60W +0.60+0.60W40.750L+0.750S+0.5250E +D+S +D+L Extreme Member Forces Only Load Combinations giving maximum values are listed Mmbr Label Axial Dist from "I" Joint Moment Dist from "I" Joint Shear Dist from T Joint 1-2 -1.263k 12.0 ft 7,473 k-ft 12.Oft 0.1063 k 0.0 ft Max +0,60D+0.60W +D+0.750L+0.7505 +D+0.70E -7.607 k 0.0 ft 1.275 k-ft 12.0 ft -0.4145 k 0.0 ft Min I +D+S I +D+0.70E D+0.750L+0.750S 2-4 -0.1122k 0.0 It 12-806 k-ft 0.0 It 4.059 k 0.0 ft Max D Only +D+0.750L+0.750S +D+0.750L+0.750S 0.5782k 0.0 ft -27.906 k-ft 16.837 ft 3,875 k 33.0 ft Min +D+0.750L+0.750S+0.5250E +0+0,750L+0.750S +0+0.750L+0.750S+0.5250E 2-5 O.Ok 0.0 ft 0.0 k-ft 2.0 ft -0.360 k 2.0 ft Max D Only D Only +0.60D+0.60W File=c:lUsersIRONM--11D000ME- aEERCA-11124150Z 66 2-P Frame `Analysis: ` ENERCALC, WC.1983 OU Buildi6 %6.15; Vec&15:3.31 0.00• Description : COVERED SHED, FRAME with steel pipe columns Extreme Member Forces Only Load Combinations giving maximum values are listed Mmbr Label Axial Dist from 9' Joint Moment Dist from "I' Joint Shear Dist from T Joint -0.4368k 0.0 ft -6.664 k-ft - 0.0 ft---F-- 3.564 k 0.0 ft Min +D+0.70E +D+S +D+S 3-4 I 1.437k 12.0 ft 0.3223 k-ft 10.041 ft 0.5782 k 0.0 ft Max +0.60D+0.60W +D+L I +D+0.750L+0.750S+0.5250E 7.607k 0.0 ft 5.664 k-ft 9.796 ft 0.1122 k 0.0 ft Min +D+S +D+0.750L+0.750S+0.5250E D Only 4-6 O.Ok 0.0 ft 6.664 k-ft 0.0 ft 3.564 k 0.0 ft Max D Only +D+S +D+S 0.0 k 0.0 ft 0.0 k-ft 2.0 ft 0.360 k 2.0 ft Min D Only D Only +0.60D+0.60W Member Stress Checks... Stress Checks per AISC 360-10 & NDS 2012 Member Section Material Max. Axial + Bending Stress Ratios Max. Shear Stress Ratios Label Label Load Combination Ratio Status Dist (ft) Load Combination Ratio Status Dist (ft) _ 1-2 column Steel +D+0.750L+0.750S 0.140 PASS 12.00 +D+0.750L+0.750S 0.008 PASS 0.00 2-4 beam Steel +D+0.75OL+0.75OS+0.5: 0.237 PASS 16.84 +D+0.750L+0.750S 0,054 PASS 0,00 2-5 beam Steel +D+S 0.056 PASS 0.00 +D+S 0.048 PASS 0.00 3-4 column Steel +D+0.750L+0.750S+0.5; 0.113 PASS 9.80 +D+0.750L+0.750S+0.5: 0.011 PASS 0.00 4-6 beam Steel +D+S 0.056 PASS 0.00 +D+S 0.048 PASS 0.00 2-D Frame Analysis File =t\UsemARONM-IIDOCUME-11ENERCA-11124-15OZec6 ENERCA[ C, INC.1983 -ki% Build:6.14.&15; Ver6.1.5:3 31 0.0i CO Description : COVERED SHED, FRAME with steel tube columns i X: W(0.4) i HSS6 6 x114 HSS6T6x1'f4 i i i 3 Joints... --- - --- — --- Joint Joint Coordinates Joint Label Xft ft X Restraint Y Restraint Z Restraint Temp deg F 1 0.0 0.0 Fixed Fixed 0 2 0.0 12.0 0 3 33.0 0.0 Fixed Fixed 0 4 33.0 12.0 0 5 -2.0 12.0 0 6 35.0 12.0 0 Members... Member Endpoint Joints Length Member I End Releases J End Releases Label property Label I Joint J Joint n x y z x y z 1-2 HSS6x6x1l4 1 2 12.000 Foxed Fixed Fixed Foxed Fixed Fixed 2-4 W1430 2 4 33.000 Fixed Fixed Fixed Fixed Fixed Fixed 2-5 W1430 2 5 2.000 Fixed Fixed Fixed Fixed Fixed Fixed 34 HSS6x6x114 3 4 12.000 Fixed Fixed Fixed Fixed Fixed Fixed 4-6 W1430 4 6 2.000 Fixed Fixed Fixed Fixed Fixed Fixed Member Stress Check Data... Member Unbraced Lengths Slenderness Factors AISC Bending & Stability Factors Label Lu : z ft Lu : y K : z K : y �_ Cm Cb 1 2 — ---- 12.000 12.000- ---- —1.00 _ 1.00 1.000 1.000 2.4 33.000 4.000 1.00 1.00 1.000 1.000 2-5 2.000 2.000 1.00 1,00 1.000 1.000 3-4 12.000 12.000 1.00 1.00 1.000 1.000 4-6 2.000 2.000 1.00 1.00 1.000 1.000 L2-p game Analysis File=c:lUsersIRONMw11D000ME-11ENERCA-11124,502ec6 ENERCALC, INC..1963.2M. Build:6.14.6.15, Ver.6.15.3.31- 0.009COcensee: Description: COVERED SHED, FRAME with steel tube columns Materials... Member Youngs Density Thermal Yield Label ksi kcf in/degr ksi Default 1.00 0.000 0.000000 _ v_ 1.00 PIPE 29,000,00 0,490 0.000650 35.00 Steel 29,000.00 0.490 0,000650 50.00 TUBE 29,000.00 0.490 0.000650 46.00 Wood 1,800.00 0.350 0.000000 0.00 Member Sections... Prop Label Group Tag I Material Area Depth Width Ixx -- D ault - -- Group - Default _ 1.0 in"2 0.0 in 0.0 in 1.0 in"4 �1.0 in^4 HSS6x6xl/4 tube col TUBE 5.240 in"2 6.0 in 6.0 in 28.60 in^4 28.60 in^4 W14x30 beam Steel 8.850 in^2 13.80 in 6.730 in 291.0 in^4 19.60 in^4 Pipe6 Std column PIPE 5.220 inA2 6.625 in 6.625 in 26.50 in^4 26.50 in^4 Joint Loads.... Load 7 Load Magnitude Joint Label Direction Dead Roof Live Live Snow Seismic Wind Earth 5 Global X 1 0.6240 0.40 k 5 I Global Y I 0.60 2.50 k 6 I Global Y I 0.60 2.50 k Member Point Loads.... Member Load Distance from Load Magnitude Label Direction "I" Joint Dead Roof Live Live Snow Seismic Wind Earth 1-2 Moment 10 It 40.0 k-ft 3-4 Moment loft 40.0 k-ft 2-4 Global Y 16.5 ft 2.0 k Member Distributed Loads.,.. _ Load Load Extents load Magnitude Member Start Label Direction End ft Dead Roof Live Live Snow Seismic Wind Earth -Start 0.0390 OA630 klff 2.0 End Map: 0.0390 0.1630 ktft 4-6 Global Y 0.0 Start Map : 0.0390 0.1630 klft 2.0 End Map: 0.0390 0.1630 k/ft 2-4 Global Y 0.0 Start Map : 0.0390 0.1630 k/ft 33.0 End Maq : 0.0390 0.1630 k/ft _ Load Combinations... -- IBC 2012 Load Combination Group Self Wt Factors Load Combination Factors Description Multiplier X Y Dead Roof Live Live Snow Seismic Wind Earth +D+L+MbrWt(0,-1) 1.0 -1.0 1.0 1.0 +D+S+MbrWt(0,-1) 1.0 -1.0 1.0 1.0 +D+0.750L+MbrWt(0,-1) 1.0 -1.0 1.0 0.750 +D+0.750L+0,750S+MbrWt(0,-1) 1.0 -1.0 1.0 0.750 0.750 +D+0.60W+MbrWt(0,-1) 1.0 -1.0 1.0 0.60 +D+0.70E+MbrWt(0,-1) 1.0 -1.0 1.0 0.70 +D+0.750L+0.450W+MbrWt(0,-1) 1.0 -1.0 1.0 0.750 0.450 +D+0.750L+0.750S+0.450W+MbrWt(0,-1) 1.0 -1.0 1.0 0.750 0.750 0.450 +D40.750L+0.750S+0.5250E+MbrWt(0,-1) 1.0 1.0 1.0 0.750 0.750 0.5250 +0.60D+0.60W+MbrWt(0,-1) 1.0 -1.0 0.60 0.60 _ Extreme Joint Displacements « Reactions ^- _ _ Only Load Combinations giving maximum values are listed Joint Displacements Joint Reactions Joint Label X Y in Z Radians X k Y k Z k-ft in 1 0.0 0.0 0,002925 1 0.4378 7.608 M8x D+0.70E+MbrWt(0,-7) 0.60D+0.60V1+MbrWt(0,-7) )+0.750L+0.750S+MbrWt(0 +0.750L+0.750S+MbrWt(0 +D+S+MbrWt(0,-7) 2-D F.ralme Anai SIS rne=c:wsefSXKVNM-lU=UMt-ntNtKtA-IXIZ4-isuzeCb . y : . ENERCALC, INC:19832014, Buld:6.14.6.15. Ver.6.15.3.31 Description COVERED SHED, FRAME with steel tube columns Extreme Joint Displacements & Reactions Only Load Combinations giving maximum values are listed Joint Displacements Joint Reactions Joint Label X Y Z X Y Z in in Radians k k k-ft 0.0 0.0-0.002485 -0.09995 1,477 Min )+0. 5OL+0.750S+MbrWt(O +D+S+MbrWt(0,-1) +D+O.70E+MbrWt(0,-1) +D+0.70E+MbrWt(0,- IN. 60D+O.60W+MbrWt(0,-1) 2 0.2979-0.001298 -0.000943 Max D+0.70E+MbrWt(0,-I) 0.60D+0.60W+MbrWt(0,-1) 0.60D+0,60W+MbrWt(0,-1) -0.1977-0.007108-0.003601 Min +D+L+MbrWt(0,-I) +D+S+MbrWt(O, - 7) )+0,750L+0.750S+0.5250E 3 0.0 0.0 0.000153 -0.1186 7.608 Max W. 750L+0. 750S+0.5250E 0.60D+O.60W+MbrWt(0,-1) +D+L+MbrWt(0,-I) D On1y+MbrWt(0,-7) +D+S+MbrWt(O,-1) 0.0 0.0-0.003469 -0.6015 1.651 Min DOnly+MbrWt(0,-1) +D+S+MbrV14(0,-1) +D+0.70E+MbrWt(0,-I) +0.750L+0.750S+0.5250E0.60D+O.60W+MbrWt(0,-7) 4 0.2974 -0.001463 0.003886 Max D+0.70E+MbrWt(O,-I) 0.60D+0.60W+MbrWt(0,-i) )+0.750L+0.750S+MbrWt(0 -0.1982-0.007108 0.000672 Min +D+L+MbrWt(0,-I) +D+S+MbrWt(O,-1) O.6OD+0.6OW+MbrWt(0,-I) 5 0.2979 0.07845-0,000930 Max D+0.70E+MbrWt(0,-1))+0.750L+0.750S+0.5250E 0.60D+0.60W+MbrWt(0,-7) -0.1977 0.02112 -0.003512 Min +D+L+MbrWt(O,-1) 0.60D+0.60W+MbrWt(0,-1))+0.750L+0.750S+0.5250E 6 0,2974 0.08547 0.003797 Max D+0.70E+MbrWt(0,-1))+0.750L+0.750S+MbrWt(0)+0.750L+0.750S+MbrWt(0 -0.1982 0.01445 0.000658 Min +D+L+MbrWt(0,-1) O.60D+0.60W+MbrWt(0,-7) 0.60D+O.60W+MbrWt(0,-1) I Extreme Member End Forces Only Load Combinations giving maximum values are listed Member " I " End Forces Member " J " End Forces Member Label Axial Shear Moment Axial Shear Moment k k k-ft k k k-ft Max 1-2 Min 2-4 Max 2-4 Min 2-5 Max 2-5 Min 3-4 Max 3-4 Min 4-6 Max 4-6 Min 7.608 0.09995 0.0 +D+S+MbrWt(0,-I) +D+0.70E+MbrWt(0,-I) +D+L+MbrWt(0,-1) 1.477 -0.4378 0.0 0.60W+MbrWt(0,-1))+0.750L+0.750S+MbrWt(0 +D+0.70E+MbrWt(0,-1) 0.6015 4.059 13.086 )L+0.750S+0.5250E)+0.750L+0.750S+MbrWt(0)+0.750L+0.750S+MbrWt(0 0.1186 0.7957 0.1388 D Only+MbrWt(0,4) 0.60D+0.60W+MbrWt(O,-1) +D+0.70E+MbrWt(O,-I) 0.4368 -0.4670 -0.8270 +0.70E+MbrWt(0,-I) 0.60D+0.60W+MbrWt(0,-1) 0.60D+0.60W+MbrWt(0,-1) 0.0 -3.564 -6.664 +D+L+MbrWt(0,-I) +D+S+MbrWt(0,-I) +D+S+MbrWt(0,-1) 7.608 0.6015 0.0 +D+S+MbrWt(0,-I) )+0.750L+0.750S+0.5250E)+0.750L+0.750S+0.5250E 1.651 0.1186 0.0 ,0.60W+MbrWt(0,-7) D Only+MbrWt(0,-7) +D+0.750L+MbrWt(0,-1) 0.0 3.564 6.664 )L+0.750S+MbrWt(0 +D+S+MbrWt(0,-I) +D+S+MbrWt(0,-I) 0.0 0.4670 0.8270 460W+MbrWt(0,-1) 0.60D+0.60W+MbrWt(0,-1)0.60D+0.60W+MbrWt(0,-1) 50D+0.60W+MbrWt(0,-1))+0.750L+0.750S+MbrWt(0 +D+0.7OE+MbrWt(0,-I) -7.394 -0,09995 -7.754 +D+S+MbrWt(0,-1) +0+0.70E+MbrWt(O,-1))+0.750L+0.750S+MbrWt(0 -0.1186 3.875 -1.806 D Only+MbrWt(0,-1))+0.750L+0.750S+0.5250E +D+L+MbrWt(0,-7) -0.6015 0.9703 -10.816 0.750L+0.750S+0.5250E O.60D+0.6OW+MbrWt(0,-I) +D+S+MbrWt(0,-1) 0.0 3.10 0.0 +D+L+MbrWt(0,-I) +D+S+MbrWt(0,-1)+0.750L+0.450W+MbrWt(0 -0.4368 0.360 0.0 +D+0.70E+MbrWt(0,-I) 0.60D+0.60W+MbrWt(0,-1))+0.750L+0.750S+MbrWt(0 -1.437 -0.1186 4.718 60D+0.60W+MbrWt(0,-7) D Only+MbrWt(0,-1))+0.750L+0.750S+0.5250E -7.394 -0.6015 0.4680 +D+S+MbrWt(0,-1))+0.750L+0.750S+0.5250E +D+L+MbrWt(0,-I) 0.0 -0.360 0.0 +D+O.60W+MbrWt(0,-I) 0.60D+0.60W+MbrWt(0,-1))+0.750L+0.750S+0.5250E 0.0 -3.10 0.0 0.75OL+0.750S+MbrWt(0 +D+S+MbrWt(0,-I) +D+0.7OE+MbrWt(0,-1) I Extreme Member Forces Only Load Combinations giving maximum values are ustea Mmbr Label I Axial Dist from T Joint I Moment Dist from T Joint I Shear Dist from T Joint Max +0.60D+0.60W+MbrWt(0,-1) -7.608k 0.0 ft Min +D+S+MbrWt(0,-I) 2-4 I-0.1186k 0.0 ft Max D Only+MbrWt(0,-1) -0.6015k 0.0 ft Min +D+O.750L+0.75OS+0.525OE+MbrWt(0,-1) 2-5 O.Ok 0.0 ft Max D On1y+MbrWt(0,-1) +D+O.750L +0. 750S+MbrWt(O,-1) -1.199 k-ft 12.0 ft +D+0.70E+MbrWt(0, -1) 13.086 k-ft 0.0 ft +D+0.750L+0.750S+MbrWt(0, -1) -27.626 k-ft 16.837 ft +D+0.750L+0.750S+MbrWt(O, -1) 0.0 k-ft 2,0 ft D Only+MbrWt(0,-1) +D+0.70E+MbrWt(0,-1) -0.4378 k 0.0 ft +D+0.750L+0.75OS+MbrWt(0, -1) 4,059 k 0.0 ft +D+0.750L+0.75OS+MbrWt(0,-1) -3.875 k 33.0 ft +D+0.750L+0.750S+0.5250E+MbrWt(0,-1) -0.360 k 2.0 ft +0.60D+0.60W+MbrWt(0, -1) 2-D Frame -Analysis Description: COVERED SHED, FRAME with steel tube columns Extreme Member Forces Mmbr Label Axial Dist from 'I' Joint -0.4368k 0.0 ft Min +D+0.70E+MbrWt(0,-I) 3-4 -1.437k 12.0 ft Max +0.60D+0.60W+MbrWt(0,-1) -7.608k 0,0 ft Min +D+S+MbrWt(0,-1) 4-0 O.Ok 0.0 ft Max D 0nly+MbrWt(0,-1) O.Ok 0.0 ft Min D 0n1y+MbrWt(0,-1) Moment Dist from 'I' Joint +D+S+MbrWt(0,-I) 0.1526 k-ft 10.041 ft +D+L+MbrWt(0,-I) -5.893 k-ft 9.796 ft +D+0.750L+0.750S+0.5250E+MbrWt(0,-1) 6.664 k-ft 0.0111 +D+S+MbrWt(0,-1) 0.0 k-ft 2.Oft D Only+MbrWt(0,-1) maximum values are listed Shear Dist from "I' Joint -3.564 k 0.0 ft +D+S+MbrWt(0,-1) 0.6015 k 0.0 ft +D+O. 750L+0. 750S+0.525OE+MbrWt(0, -1) 0.1186 k 0.0 ft D 0nly+MbrWt(0,-1) 3.564 k 0.0 ft +D+S+MbrWt(0,-I) 0.360 k 2.0 ft +0.60D+0.60W+MbrWt(0, -1) Member Stress Checks... Stress Checks per AISC 360-10 & NDS 2012 Member Section Material Max. Axial + Bending Stress Ratios Max. Shear Stress Ratios Label Label Load Combination Ratio Status Dist (ft) Load Combination Ratio Status Dist (ft) 1-2 tube col Steel +U+U.rbUL+U.rbUS+Mbi O.121 Mib 1Z.UU +U+U./bUL+U./bUS+Mbi 0.006 PASS 0.00 2-4 beam Steel +D+0.75OL+0.75OS+0.5: 0.235 PASS 16.84 +D+0.750L+0.750S+Mbt 0.054 PASS 0.00 2-5 beam Steel +D+S+MbrWt(0,-I) 0.056 PASS 0.00 +D+S+MbrWt(0,-1) 0.048 PASS 0.00 3-4 tube col Steel +D+0.75OL+O.750S+0.5: 0.098 PASS 9.80 *M.750L40.75OS+O.5; 0.009 PASS 0.00 4-6 beam Steel +D+S+MbrWt(O,-1) 0.056 PASS 0.00 +O+S+Mb"O,-1) 0.048 PASS 0.00 p ..... .. : . f 3 eop :................ ............ .. :..:...... ............. ........... ........ — ,.. . . .. .. . .. ......................... . ..y o•�3T�/-Soap . : ................ ...... ..............:....... .. ..........:.........:............;,/�...:........ ................... ......... :......:.......... ........ ...:....:...:...: . ........... .......... : ...:...........:........:..:.:.....:.........:.....:... ........:... .......... ........ z ZZ, _........ eV /.. :.....:.....:.....:. I r .......87:.�i� 1 _.... . 11f J....... ...... ..... .............. �- ProJectlSubjecl By Sheet No. a' Date !v /� Job'No. `ROOF STRUCTURE UNIFORM:LOADS.... : DESIGN STRIP LOADS. .......... :P1 dl = : 12 psf :.... 396.00 plf ........... ...:......:. P.1. S1. ..........2.5. psf............. ; .....:.. 825.00 . RIf_ . ; .:.... , :.....:..........:.....P1 :If =.:........... 0. psf .................:.........:.. .... .. O.flO plf .... . .. ......: PANEL DL @ MIDHEIOHT .............. ....................:.P2dl=.......:.•9013 plf............ :...... 10130.0If..;. .... .....: . ............... ..................................:..... LATERAL LOADS .. ..... ...:........... .....: ........ ...: ...........: :. :..........:......:......... W=.:........1,50..PS...;.....:.....:.... ........... .. .........:.. 11:50 psf ...............:......... E .=. , :.... 22.70 psf - .;.................:.................. .............:..................:.....:.... .. .....:..22 70. psf ................ . ............................................................... .. ........... .......:..: LOAD COMBINATION 12-S.....; ...............:.....:....:... ...1.2DL +1 OE+0..7.5S+1.OL . . .................... ...:.....:... Service: Factof ed ..:...:....... . :.....:.....:.....:.....:.....P.1=...:....1:221 k1f...;...............:.......... .. P.1u=......1.094Xlf.......;...:..... P2=:.:. 1.013 klf .... P2u= 1.216 klf :W=: 0.016 ksf ...........:.....: _.....:.... Wu=......' 0.023 ksf .............:... :.........:...........................:............. .. :. LOAD:COMBINATION 9-2: .. 1 ASD.L+1:.3W+1.3S+1.3L ..............:....:......:........ ;Service: Factored . P1= 1.221 klf P1u=.. _ ..1.488 k!f ..... .:..................... :.. ......P2=:.......1.013 kif ........... ..: .......:.......... P2u=.......0:965' klf ................:........ . ........... ......:.....W=;,;:..,0.012.ksf ....;....... .. .. .. .....Wu ........0,01.5 ksf.;... Projecvsuojecl ery oneaino. )G � 9 Date Job No. r TILT=UP WALL PANEL REVIEW Project Covered Shed> .......... P IM k Geometry Design Section 1 Width dth . ....... .... , ..Height._ ......:.. : ... 20 ft :...... ....., .....: Load Combination Wind-, .. ... . :...:Pariel.Thickness:=....... : .....1;, .in:....:.....:....:...:.... Design Basis d = 3 in .. ... ... ._ 3.i..... .. .. .. .. b.=.. ... .,. 12.in ... Mateiial prop. . . :....., ... Connrefe.. f ,� _ ............ 3 ksi .......... . :...._ ...:.:........... ...... ...E .=.......`3122 ksi ................: :.....:......... ..:.... :Rebar.%.=......., :.:60 ksi........:.....:.....:.... _ .... ........................... ...�s._:.......29000.ksi................... Ultimate Desion Capacity P� 2.453 kfft :.....:.......:.....:....;... h = : 9;3 ... . A� _ . 0.19 iri`................. ;.....:.....;. 0.88 :c. = :. 0.44 iri............ . . ..... : .....:.... Service: Loads / Ft. .....:..... ; ..... .. ... . M„ = 32,216 it-Ib :.....:................:.. P, _ �1.221 k/ft M„ = ....:.. 28,263 in .......... .. ... ....... P2 _ ; ....... :1..013 klft, panel weight:... .. w= O'.012 Rsf ....... ....................... ......... ... .. .......... ................. . ..................................... ;...................... ... ........... Factored Desion. Moment .. ; ;. ..... ......... Factored Loads:/ Ft:.............. i ` �: : : : : Pl' = : .:.....:..................:.......... ....:...._...........;...... :1.488 k/ft = .. .. .. 3.00 in - assu ..... P _ 0.065 k/ft, panel weight M,, - 18,562 in -lb .... . . .. w 0,015 ksf ... _ in Deflection Limitation UBC;Sectiorr 1914.8.2............. :.....:....::.::..:...........:..... .. _ ,. :...P1+P2= : 2.234 k :. f _ _ 273.9 lb/in` (0; 04) f 'c(Ac> _ : 8.64 k . t111�. _ .....:..19.72 in-k .... .... ................. . :................:................:...... Bi _ .... ...... 0.65 see 1910.2.7.3 - 0.6b - P. 0.0098 ........... , - .. 0:18 in-. ............ ..... ....:...:.....:.... . ................................ ...P.. ....... 0.0042.. . ....... . ... : 4 = .... ; ... O O0 in -- ____ - asst�,.. . As =. .. 72.3 in ----- talc . .. a = .. 1.6 in .. .. WILT -UP: WALL PANEL REVIEW.Project Covered Shed .......... :......... ................... .:.... :......:..... .. .. .:. ... Panel Mark 7 Geometry. :....... .... ........ ...... .: :.... Design Section 1' Wdth. _ .. . Height = 20 ft Load Combination Seismic Panel IT .:.. .6: in Design Basis d - .. .. 3..in . e = 3 in :......:.....:....;.....;.....:.....:... b = ........... 12 in :.... ; ...... Material Rrog: ^.....:... .....; .... .. ....... . Cbncr:ete : f 'o = 3.: ksi. . Ec _ 3:122 ksi .......:..................... ... Rebar fy = 60, ksi .........:.....:.....:............ :. : Eg := 29000 : ksi . Ultimate Design Capacity ..... ..... ..........: ......As ........ in ............ ..... P� _..... .2.310 idft:........ . :....:.....:.....:............ ..n4.........:9.3:.....:.......... .. ASeff-.. D:1.9.in`:....::....:...:.. .: .. ...............:........=.....:.... 0.88.: o=.... :.0.43 in.......... . :...:.....:.....:... Service •Loads / Ft: .........:..........................:.. . . ...... Mn -.. 31';839 in=Ili .. . :..... : .....:..... : ... . .:.....:.p z........1•:221:•k/ft ............:......:. $ M,; s ..... 27,974..in4... .:.........:..... . ..........................P2 ......... 1013: k/ft,: panel -weight ...:..... ....:..... ; .. .. .. .. .. .. .. .. W . :.....:.....:............ :.. .. - ,....... 0 016: ksf : ....... Factored Design Moment FaCtorbd Eoads / Ft: ...................... 1cr=.... 1:1.85..in4 .. ... :....::..........:.....::... P,u :....:...1.094.:.k/ft:...:.. A , _ 4.00 in : --- assu . ....:. ...... .. .......; p2u = .. 1:2.16 A . panel weight Mu _ . 24,499. in -lb : .. .. :.....:.....:.....:.....:....:wu.=.....:...0023 ksf:.....:..... .. An =.. 3.97 in -----_- calc .. . :.....:.....:....:.....:..:.;.....:.....:..........:.... .. . .... _ .. .. ... . :Deflection Limitation :. ABC Section 1914.8.2 .. ... S _ 72.0 in3' .. ....::::.......:.P1 *P2= ....... 2;234: k ... ..... f► _ . 273:9 lb/in;' ............ 0:04 .f.' 1 .........:.64.k...:.......... ....:........:.:.....:.Ma ...:....19.72 in-k............:.......................... :........:....:.:..........;B1.=..........0.65:..See.191.0.2,7.3 ........... .; ...: .......... ............... .. .. P b ..................... 0.0098: A«= ........... ....... 0.18 in .............. .. P = 0.0042 As = 2.10 in ------- - assu ............:.....:.............:.....:.....:..........:.....:.....:....:.....:. . Ms:= :16.3 in-k ....................... :.... .. ...... .. ....: . ..:.. .:....::. ..... _. Qs -0:9 . in.-------- talc .. .. Asa = ...... 1 6 in ..... Project/subject • )ate r j Job N)o. f� ........... .......... :................... :........... .............. ...........:...... .......� ........................... .. .. .................. ........................... lJobE .t)ete gig City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director July 22, 2015 CONNIE HARDIN 4600 S 134 PL SEATTLE, WA 98168 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D15-0175 HOLADAY PARKS - 4650 S 134 PL Dear CONNIE HARDIN, 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 DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11xl7 to maximum size of 2406; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (BUILDING REVIEW NOTES) 1. Engineers stamp on drawings and calculation documents are apparently electronic copies. Tukwila requires all Structural Drawings and structural calculations sheets to be stamped (original signed wet stamp, not copied) by Washington State licensed architect, structural engineer or civil engineer providing those documents. Please provide documents with wet stamp and signatures. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) 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. D15-0175 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0175 DATE: 07/27/15 1 PROJECT NAME: HOLADAY PARKS SITE ADDRESS: 4650 S 134TH PL Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 I Revision # after Permit Issued DEPARTMENTS: M kwU -1vo Building Division EN Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 07/28/15 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08/25/15 Approved ❑ Approved with Conditions ❑ Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0175 PROJECT NAME: HOLADAY PARKS SITE ADDRESS: 4650 S 134 PL X Original Plan Submittal DATE: 07/10/15 Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: 141 Building Division #+ Public Workkks, PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: AVI �WC T C Pz 4-F -7 114-/S Fire Prevention Planning Division Structural ❑ Permit Coordinator DATE: 07/14/15 Structural Review Required ❑ DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08/11/15 Approved ❑ Approved with Conditions ❑ Corrections Requiredto (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) DATE: Pennit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 T 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 SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1�� � Plan Check/Permit Number: ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Holaday Parks D15-0175 Project Address: 4650 S 134 P1 Contact Person: Phone Number: ( ZSO Sheet Number(s): 5; "Cloud" or highlight all areas of revision including date of Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on AECEM MY4FTUKM A JUL 24 2015 PERMIT CENTER 1-0 \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: HOLADAY PARKS INC Page 1 of 3 Home Inicio en Espafiol Contact Safety Washington State Department of Labor & Industries HOLADAY PARKS INC Search L&I A-Z Index Help My Secure I &I Claims & Insurance Workplace Rights Trades & Licensing Owner or tradesperson 4600 S 134TH PL PARKS, GERALD T JR SEATTLE, WA98168 206-248-9700 Principals KING County PARKS, GERALD T JR, PRESIDENT NAILON, JUNE ANNETTE, VICE PRESIDENT O'CONNOR, BONNY K, SECRETARY BECK, DAVID CLARENCE, TREASURER VAN DER VEEN, ERIC M, VICE PRESIDENT (End: 08/14/2013) PIZZEY, GRACE KATHERINE, VICE PRESIDENT (End: 08/14/2013) VAN DER VEEN, JULIE ELIZABETH, MEMBER (End: 08/14/2013) CONNELL, DANIEL AARON, MEMBER (End: 08/14/2013) GIRT, BUIT, MEMBER (End: 08/14/2013) KIEL, RINALD HOWARD, MEMBER (End: 08/14/2013) WHITMYRE, CHRISTIAN, MEMBER (End: 08/14/2013) NELSON, MICHAEL, SECRETARY (End: 11104/2010) PARKS, DAVID L, TREASURER (End:11/04/2010) TALBOT, PAUL, TREASURER (End: 11 /04/2010) WA UBI No. Business type 578 004 089 Corporation 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. HOLADPI379NO Effective — expiration 01121/1983— 09/03/2015 https:Hsecure.Ini.wa.gov/verifyIDetail.aspx?UBI=578004089&LIC=HOLADPI379NO&SAW= 7/31/2015 L I NL :366.g81 N 45" 56 I SMART M ® INC. Mechanical Solutions 0 LAND5GAP Mechanical Solutions • Energy Services Building Controls • Service & Maintenance 4600 S. 134TH PLACE SEATTLE, WA 98168 * (206) 248-9700 HOLADAYPARKS.com WA LICENSE NUMBER: HOLADPI379NO U Z PROJECT DESIGN TEAM 7- Designed by: DL Q I Drawn by: EJF Approved by: Job Number. Filename: XSITE1.DWG I s Q � o APPROVED FOR CONSTRUCTION II ISSUE NAME/DATE PERMIT ISSUE IFILE COPY PENDING CITY APPROVAL Permit No, D_l5 ' 0 t-115 7/9/15 I REVISIONS 1 Planjreview approval is subject to WM and Omissions No. Date By Description AppitW1 of construction documents not allthoo 1 7/9/15 DL PERMIT ISSUE I the vI lation of an ado ` y fed coda ol'on . Rece — 1 of 8p va F' d and c c-nditions is wledge — By; — I Date: — — — 1 , City of Tukwila — 13UILDING DIVISION CORRECTON LTR I Ne cl shahwe � cape li1T _ — —Attu:?-fit. 14) -77 , ir.�, sly. m� 1 P�3L ciian' al REVS O'R - -1 �— `' - .. r ^ , . lectdcal CODE COMPLIANCE Plumbingl APPROVED SHEET TITLE Gas Piping JUL 2 9 2015 PROP RMaNING C bj of Tukwila BUILDING DIVISION City of Tukwila JUL 2 4 2015 BUILDING DIVISION CITY APPROVAL PERMIT CENTER 01414 SHEET NUMBER A-1 ALL fWWS RESERVED. THESE 0"WINOS BELOW IN ANY FORM TOHOLAOAY-PARKS, N10- NO PANT OF TWO DOCUkGNT MAY NE REPRODUCED IN ANY FORK OR BY ANY MEANSWITHOUTPE%SNSWON W WRNTNO fPOM HOlA13AY PANNE, NO e 14,-0,0 EXIST. SLAB NEW SLAB I ��• ,,gib EXIST. 6" CONC. SLAB ON GRADE (VERIFY) FOUNDATION PLAN 4'-Tx4'--Tx1T MIN. w/ (5)—#4x3'•-6' EA. WAY, BOT. ~ `20 S-2 TYP. r �mlmlvll r _2 TfP. ---NEW 6" SLAB ON GRADE wf #4 @ 16" o.c. EA. WAY 0 CENTER LINE OF SLAB. e THICKEN SLAB w/ (2)-#4 T.&B. S-2 iYP. 5-2 ' yp. E 4'-0`x4'-O"x18" MIN. w/ (5)--#4x3'--67 EA. WAY, BOT. . 174"=1, NOTES: 1. SEE SHEETS S--2 FOR TYPICAL DETAILS AND STRUCTURAL NOTES. 2. BOTTOM OF FOOTING SHALL BE MIN. 16' BELOW GRADE. 3. CONTRACTOR TO COORDINATE AND VERIFY EXISTING SLAB THICKNESS AND EXISTING CONDITIONS PRIOR TO START OF ANY WORK. 4. ALL DIMENSIONS AND ELEVATIONS SHALL BE VERIFIED AND COORDINATED BY THE CONTRACTOR. 5, ATTACH 2OGA., PLB-36 VERCO METAL DECK w/ #1Qx3/4' SELF TAPPING SCREWS WITH RUBBER WASHERS @ 12" o.c. AT ALL SUPPORTS. 6. ELEVATIONS SHOWN THUS: [-'--" 3 ARE TO THE TOP OF STEEL (BOTTOM OF DECKING) 7. W14 3. 0 HAS BEEN DESIGNED FOR 2000# FUTURE CRANE LOAD. 8, 6'0 STAND. PIPE HAS BEEN DESIGNED FOR 1000# FUTURE JIB CRANE LOAD. t 20'--0'► ► -WA gm ROOF FRAMING PLAN SCALE: 174' =1' b15qmvo(15._ REAMED FOR CODE'COMPLIANCE APPROVED JUL 2 9 2015 City of Tukwila 80ILDING DIVISION 0 p W Z 0 �55 C� c7 Lo r- IN m Q w w Q L;j w 00 dt Q 44� n 77 O O LL RE EIv2D ITYOF TUKWILA JUL 2 4 2015 ?ERMIT CENTER SHEET Sul OF 2 JOB � 124.1502 1 1 W cr- a- m i j.,�COL. PER PLAN I I I BRG PLATE 3/4%127020 (4)-+x2 t_60 I I w/ (4)-3/4!'0 H.K.B. T.Z. DRILL INTO EXIST. SLAB I I (EMBED. 4 MIN.) 5' & EPDXY GROUT n 1 1 2" j t rl" LEVELING GROUT COLUMN to I COLUMN - > / x FTG SIZE & REINF. PER FOUND. PLAN FAT D ETA1 L SCALE: 1"= 6" CONC, SLAB w/ #4 0 16 it o. c., E.W. FTC. DETAIL Cm /METAL DECK PER PLAN 3'x3"x114" CONT. w/ 3/4!'0 HILTI K.B. TZ 0 247o.c. (EMBED. 4!') \—EXIST. CONC. WALL =1 FLOOR @EXIST. CONC. WALL SCALE: I I I TYP. COLUMN BASE CONNECTION N SCALE: 1 1 1/27 TYP. —BEAM PER PLAN — 4x4!x3/9'x1'-0" EA. SIDE w/ (3)-3/4!'0 M.B., EA. LEG —WF BEAM PER PLAN WIT / wF CONNECTION EXIST, CON WALL 11 A P A" AI/WA ' 4 ,_re CA SIDE w/ (3)-5/8�O HILTI KWIK BOLT TZ (EMBED 4!' MIN.) EA, LEG & (3)-3/4!' M,B. 0 WF BEAM le 1, D� - , 0, 1 _Lj%.-�- =1 p wF CONC. WALL coNN. SCALE. 1"= V EXIST. SLAB— NEW SLAB @ 16!'o.c. w/ SIMPSON SET 22 (EMBED. Er MIN.) MN PER 60 0 0 0 0 006 "0 0 C, 0 SEAM PER ILAN NEW /EXIST. SLAB DETAIL 3' 6 S EACH WF PE r. n i I INANI 3—SIDES BEAM CONNECTION SCALE: 1"=V-Cr STRUCTURAL. NOTES 1. CODE: INTERNATIONAL BUILDING CODE, 2012 EDITION- AS AMEND-ED BY CITY OF TUKWILA. 2. LOADS. - SNOW: 25 PSF SIEISMIC: SITE CLASS=D WIND: 110 M.P.H. (EXPOSURE yz SDC =D I --1.0 d s=0.937g d 1 =0.491 g SOIL BEARING: 2000 PSF (ASSUMED) 3, CONCRETE: Fc = 2000 PSI FOR ALL CONCRETE (USE: 30OG PSI DESIGN MIX). MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE ACI CODE 318. PROPORTIONING OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIX WITH e MAXIMUM SLUMP, WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. 3/4!' CHAMFER ALL EXPOSED EDGES. AIR ENTRAIN ALL CONCRETE EXPOSED TO WEATHER WITH 3% TO 6% AIR BY VOLUME. 4. REINFORCING: DEFORMED BARS ASTM A-615 GRADE 60 (fy=60,000 PSI) UNLESS OTHERWISE NOTED ON THE DRAWINGS. LAP ALL CONTINUOUS REINFORCING BARS 40 BAR DIAMETERS, 2'-0' MINIMUM, UNLESS NOTED, OTHERWISE. DETAIL REINFORCING BARS IN ACCORDANCE WITH THE "ACI DETAILING MANUAC. AN INDEPENDENT TESTING LAB SHALL INSPECT REBAR PLACEMENT PER I.B.C. 2012 EDITION. CONCRETE COVER TO MAIN REINFORCEMENT SHALL BE: FORMED SURFACES: WEATHER FACE 1 1/27 EARTH FACE 2" INTERIOR FACE 31,e FOOTINGS CAST AGAINST EARTH- 2r 5. METALS: ALL STEEL SHALL CONFORM TO ASTM A-36 (fy--36,000 PSI) UNLESS NOTED OTHERWISE. MACHINE BOLTS TO BE A-307. ANCHOR BOLTS INTO CONCRETE SHALL BE PLACED ACCURATELY ACCORDING TO SIZE AND LOCATIONS SHOWN AND PROVIDED FOR BY OTHERS: ALL EXPANSION ANCHORS SHALL BE HILTI KWIK BOLT TZ OR APPROVED EQUAL. FOLLOW MANUFACTURERS RECOMMENDATIONS FOR INSTALLATION. 6. STEEL DECKING: STEEL ROOF DECKING SHALL BE GALVANIZED 20 GAGE PLB-36 VERCO, (1=.216'IN,+S'=.2353IN.,-S3-.248 IN). ACCESSORIES SHALL BE FORMED FROM SHEETS CONFORMING TO ASTM A611, GRADE "C" SPECIFICATION, THE DECK SHALL BE ATTACHED TO ALL SUPPORTS PER PLAN. 7. WELDING: ALL WELDS SHALL BE BY CERTIFIED WELDERS. USE FRESH E70 ELECTRODS. WELDS NOT SPECIFIED SHALL BE Ile CONTINUOUS FILLET MINIMUM. ALL WELDS TO BE BY WABO CERTIFIED WELDERS. 8. SHOP DRAWINGS: SUBMIT 3-SETS OF SHOP DRAWINGS TO ENGINEER FOR REVIEW FOR DESIGN INTENT ONLY PRIOR TO FABRICATION AND AFTER CONTRACTOR REVIEW FOR STRUCTURAL STEEL. ALL DIMENSIONS AND QUANTITIES MUST BE VERIFIED AND APPROVED BY THE CONTRACTOR AND IS NOT RESPONSIBILITY OF THE ENGINEER OF RECORD. 9. INSPECTION: INSPECTION SHALL BE PER I.B.C. 2012. PROVIDE SPECIAL INSPECTION BY AN INDEPENDENT TESTING LAB APPROVED BY BUILDING DEPARTMENT FOR REINFORCING, CONCRETE ANCHORS AND ANCHOR BOLT. SUBMIT A COPY OF ALL INSPECTION REPORTS TO BUILDING DEPARTMENT, STRUCTURAL ENGINEER AND OWNER FOR REVIEW. 10. SPECIAL CONDITION: DURING CONSTRUCTION THE CONTRACTOR SHALL COORDINATE ALL TRADES AND VERIFY DIMENSIONS IN FIELD. OBTAIN ENGINEER'S APPROVAL PRIOR TO ALL FIELD CHANGES. CONTRACTOR TO COORDINATE AND VERIFY ALL EXISTING CONDITIONS AND DIMENSION. PRIOR TO START OF ANY WORK. CONTRACTOR SHALL PROVIDE PERMENENT AND TEMPORARY SHORING AS REQUIRED. I ■ bps-o ��s REVIEWED FOR CODE COMPLIANCE APPROVED 'JUL 2 9 2015 City of Tukwila BUILDING DIVISION ■ z: 0 E z I LO T_ C) C%4 og gig LF, 'E,cnj W 00 r-0 Q_ 00 CF> C'4 vi:5 i3z C) �4 LQ => cn 0 < cn RECEIVED 3TY OF TUKWILA JUL 2 4 2015 P-gRMIT CgNTFR SHEET Sm2 OF 2 JOB # 124-1502 WN h