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Permit D19-0226 - PROGRESSIVE MEDICAL SERVICES - REMODEL 1ST AND 2ND FLOORS
PROGRESSIVE MEDICAL SERVICES INC 12607 E MARGINAL WAY S 019-0226 0 Parcel No: Address: Project Name; �"^�vx � Tukwila ~.K~n K�x " K�m^m�Uoa Department of Community Development 6300Sov,hcenterBoulevard, Suite#1O0 Tukwila, Washington 9OlgB Phone; 206'431'3670 Inspection Request Line: 206-88'9360 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 7345600675 l26O7[MARGINAL WAY 5 PROGRESSIVE MEDICAL SERVICES INC Permit Number: Issue Date: Permit Expires On: Owner: Name: Contact Person: Address: Contractor: Address; License No: Lender: EAST MARGINAL HOLDING LLC l92ZI]6THAVE VVSUITE 204, REZANOUR REZ CONSTRUCTION ll43O79THWAY NE, K|RKU\ND'WA, 980374 EAST MARGINAL HOLDING LLC l9Z2136THAVE VVSUITE 2O4' LYNmvVOOD'Vvx 98035 Phone: (4I5)891-4425 Expiration Date: 10/3/2020 DESCRIPTION OF WORK: REMODELING FIRST AND SECOND FLOOR, CHANGING SOME WALL OPENINGS AND CLOSING SOME AREAS. ADDING A RESTROOM AND REMODELING EXISTING BATHROOMS, CHANGES IN ENTRANCE To BUILDING IN MAIN FIRST FLOOR. Project Valuation: $50,000I0 Type cfFire Protection: Sprinklers: Fire Alarm; Type ofConstruction: VB Electrical Service Provided by: TUKWILA Fees Collected: $1,729.52 Occupancy per IBC: 8 Water District: 125 Current Codes adopted bythe City pfTukwila: International Building Code Edition: International Residential Code Edition: International Mechanical [ode Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: VVACities Electrical Code: VVA[Z96-46B: Code: Public Works Activities: Channe|bation/Sthping: [urb[ut/Acces$3idevva|k: Fire Loop Hydrant: Flood Control Zone: Hau|inQ/OveobeLoad: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: O Fill: 0 Number: O No Permit Center Authorized Signature: Wgw / � I hearby certify that I have read and examined this permit and know the same to be true and correct. All pmvisionsof|awandordinancesQoverningthisworkvviUbecompUpdwith'vvhethersppcifiedhereinnrnnt. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local|construction orthe performance o(work, |amauthorized tosign and obtain this d eve loprpi�`ntrpermit and agrVe to the conditions attached to this permit. Signature� Print Name: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended orabandoned for aperiod nfl80days from the last inspection. PERMIT CONDITIONS: 4: The total numberuffieextinguisheorpquiredfora|ighthaza,doccupancywithOassAMrehaosnbis calculated atone extinguisher for each 3,000sq. ft. ofarea. The omingvisher(s)should beofthe "all purpose" (2A'IOBI)dry chemical type. The travel distance tpany extinguisher must: he75'prless. (|F[ 906.3)(wpp410,5.4) l: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers oir brackets supplied. Hangers orbrackets shall besecurely anchored tnthe mounting surface inaccordance with the manufacturer's installation instructions. Portable fire extinguishers having agross weight not exceeding 4U pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fioe extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top isnot more than 3.5feet (lO67mm)above the floor. The clearance between the floor and the bottom ofthe installed hand-held extinguishers shall not beless than 4inches (l0Zmm). (|F[9O67and |F[ 906.9) Z Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall bealong normal paths nftravel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of 3: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 73) 5: Maintain fire extinguisher coverage throughout. 6: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1010.1.9) 7: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 8: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 9: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1010.1.9.1) 11: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2437. 14: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 12: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72-17.5.3.1) 13: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 15: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 16: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 19: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.11 of the International Building Code. 10: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 17: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 18: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 20: ***BUILDING PERMIT CONDITIONS*** 21: 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. 22: 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. 23: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 24: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 25: All wood to remain in placed concrete shall be treated wood. 26: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. -4� 27: 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 excavadons. Final inspection approval will be determined by the building inspector based nnsatisfactory completion ofthis requirement. 28: A Certificate of Orcupancy shall be issued for this building upon final inspection approval by Tukwila building inspector 29: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. Auopy can beobtained atCity Hall inthe office ofthe City Clerk. 30: Every occupied space other than enclosed parking garages and buildings used for repair ofautomobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code, 31: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City ofTukwila Building Department (ZO6-81']G70. 32: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 33: 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 beremoved from spaces tnbeoccupied byconcrete. 34: VALIDITY OFPERMIT: 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 nfthe City ofTukwila shall not hevalid. The issuance ofapermit based onconstruction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data, 35: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (ZD6/431'367O). PERMIT INSPECTIONS REQUIRED Permit Inspection Une:(206)438-935V 1700 BU|LD|NGF|NAL" 1400 FIRE FINAL 0201 FOOTING 0409 FRAMING 0606 GLAZING 0502 LATH/GYPSUM BOARD 0608 PIPE INSULATION 0602 SLAn/FU]OR|NSUL 0412 UNDERFLOOR FRAMING 0601 WALL INSULATION 0413 VVAiLSHEATH|NG/SHEAR CITY OF TUK A Community Development Department Public Works Department Permit Center 6300 Swaim:enter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No.j) - Project No. Date Application Accepted: - — Ct. Date Application Expires: 1 — 1 ao (For office use only) 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** SITE LOCATION Site Address: 12607 East Marginal Way S. Tenant Name: Progressive Medical Services Inc King Co Assessor's Tax No.: 734560067500 Suite Number Floor: New Tenant: .,No PROPERTY OWNER Name: East Marginal Holding LLC Address: 19221 36th Ave W. Suite 204 City: Lynnwood State: WA Zip: 98036 CONTACT PERSON — person receiving all project communication Name: rz eza Noun Address: 11430 -791fr way A 1 F. City: 0 a 25State: v1/4/ /4._ Zip: 9g031.1 Phone: L.. 2. 6 Email: 0e1c, g Re z _ cori5froc h co 04 GENERAL CONTRACTOR INFORMATION Company Name: We z. consyr.vc+1.,0 el Address: It 2-13n 79 Wc-'( Isle City: i< I: e. k 1 a1 cL State: IA/Pr Zip:9 I Phone: 1.) z5_ g Fax: Contr Reg No.:go zcoc 2 3 p2) Date: ci /0 X,94 Tukwila Business License No.: ARCH1TECT OF RECORD Company Name: » . Architect Name: ,,., c-n ri 1 nard Address: 1 910 *__ilie&240 36 City: a 1) State: w A. Zip: 9 Phone: 2 6 Fax: Email: ,,i_ • c_nr ede5iitiegniv. coevl ENGINEER OF RECORD Company Name: CR _A-dip/Priv_ LI-e . Engineer Name: . eo es c .5 Address: ZM30 0 5 w 5 — City: I . (-In woo d State: w A Zip: 9 y03 Phone: f90 ( -4117 - 008Fax: Email: Pock it 9 car Ken c i ittioicil.A.4 Ile API 1 ' LENDER/BOND ISSUED (required for projects$5,000 or greater per RCW 19.27.095) Name: rez.54- /1/) 0 f ) II- )-Jd1JLc Address: 19221 --Wk A ve Vv City:1_1,1u Jo 0 State: w pr_ Zip:93 ItlApplicattonsTuruks-Applications On L2011 ApplicatteresTerrnii Applicalion Rcvisech August 2011 bh - -9-11.dot7s Page 1 014 BUILDING PERMIT INFORMATIO. 2 Valuation of Project (contractor's bid price): Describe the scope of work (please provide detailed information): eigniad e-e0 (240 r, Cjic.3 n 0 /4-ctst, ge,54-fo o Iv\ Ai 20 n'10 Pafr-. Act,* X_ ei,france bakid. ,? Pia f'rVi)- -367 6 Will there be new rack storage? Existing Building Valuation: $ 56-0 000 0° • 7 weal open frls..5 (03/8_,50The,are,ex. 1(46 balt—eoolv‘3. pc/.4 is--xtenbr Yes 541.. No If yes, a separate permit and plan submittal will be required. Provide Ali Building Areas in Square Footage Bel Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC l' Floor x xNO AI 00 d 2i'd Floor x x 3rd Floor Floors thru Basement Accessory Structijrc* Attached Garage Detached Garage Attached Carport Detached Carport Covered Dcck Uncovered Deck PLANNING DIVIS ON: Single family building footprint (area of thc foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inchcs) *For an Accessory dwelling, provide the following: Lot Arca (sq ft): Floor arca of principal dwelling: Floor arca 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'? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Firc Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? Yes 0 No lf "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets SEPTIC SYSTEM 0 On -site Scptic System -- For on -site septic systcm, provide 2 copies of a current scptic design approved by King County Health Department. 11:1ApplicationsWorms-Applicalions On Unc,2011 ApplicationsTerrok Application Revised 8,9-1 1.docx Revised: August 2011 1/1) Page 2 of 4 PUJ3LIC WORKS PERMIT INFO AT ON - 2 6 79 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District Li ...Tukwila Li ..Water District #125 0 ...Water Availability Provided Sewer District 0 ...Tukwila 0 ...Sewer Use Certificate D „. Vallcy View 0... Sewer Availability Provided 0 „Highline 0 ., Renton .. Renton 0 .. Seattle Septic System: 0 On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): 0 ...Civil Plans (Maximum Paper Size — 22" x 34") O ...Technical Information Report (Storm Drainage) 0 Gcotechnical Report 0 ...Bond 0 .. Insurance 0 .. Easement(s) 0 .. Maintenance Agreement(s) Proposed Activities (mark boxes that apply): 0 ...Right-of-way Usc - Nonprofit for less than 72 hours 0 ...Right-of-way Usc - No Disturbancc • —Construction/Excavation/Fill - Right-of-way Non Right-of-way 0 0 ...Total Cut [3 ...Total Fill cubic yards cubic yards LJ „.Traffic Impact Analysis 0 ...Hold Harmless — (SAO) 0...Hold Harmless — (ROW) o .. Right-of-way Usc - Profit for less than 72 hours o .. Right-of-way Usc— Potential Disturbance 0 .. Work in Flood Zone .. Storm Drainage 0 ...Sanitary Side Sewer 0 ,, Abandon Septic Tank 0 .. Grease Interceptor 0 ...Cap or Remove Utilities 0 .. Curb Cut 0 .. Channclization D ...Frontage Improvements 0 .. Pavement Cut 0 .. Trench Excavation 0 ...Traffic Control 0 .. Looped Fire Line 0 .. Utility Undergrounding 0 .„Backflow Prevention - Fire Protection , Irrigation Domestic Water 0 ., ..Permanent Water Meter Size... WO # 0 ...Temporary Water Meter Size.. , WO 0 ...Water Only Meter Size,..„„.„,. , WO # 0...Deduct Water Meter Size 0 ...Sewer Main Extension Public 0 Private 0 0 ...Water Main Extension Public 0 Private ri ,...., 17 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Firc Hydrant(s) 0 ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City Slalc Zip 11:1Applicinioniaonns-Applical ions On Line2011 Applicat ions'I'crrnit Application Revised - 8-9-11a1oot Reviscd: August 2011 hh Page 3 of 4 T APPLICATION NOTES — Value of Construction — In all cascs, a value of construction amount should be entered by thc applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with currcnt 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 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 1 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 Signature: ER qR Print Name: Pe7c1 A/CX/ir Mailing Address: 2-130 7 AGENT: Day Telephone: Date: 1/09 )‘rgIctod "ity Stain Zip 11:kApplicationsWorniv-Applications On 1,ine1201 I Applicatiorri,Pormit Application Revised . 8.9.1 Lilacs Revised: Augurs 2011 Ith Page 4 of 4 Receipt Number R18105 ' DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY s [.' PAID 1-, $1,729.52 D19-0226 Address: 12607 E MARGINAL WAY S Apn: 7345600675 $1,729.52 DEVELOPMENT $1,679.39 PERMIT FEE R000.322.100.00.00 0.00 $1,002.66 PLAN CHECK FEE R000.345.830.00.00 0.00 $651.73 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $50.13 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R18105 R000.322.900.04.00 0.00 $50.13 : $1,729.52 Date Paid: Friday, July 12, 2019 Paid By: REZ CONSTRUCTION Pay Method: CHECK 5217 Printed: Friday, July 12, 2019 12:08 PM 1 of 1 VSTEM. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 Project: Type of inspect n Address: /c2bV 7 M47 Date Called: Special Instructions: • GCSE 4•04a /494/011iG sru 4 S'1.1P &E$I_S7*4 ,tom. Amen 1 wr /./Hitt- 1,/4+tC ©ate Wanted: -- a .~ } a.m. P.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. OMMENTS: n s pector: Date: REINSPECT N FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Catt to schedute reinspection. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: Address: /X2 ►ate Called: Special Instructions: C vac. 4` Date Wanted: P.m. Requester: BUSS «t�.�►� 9/ 7/ Phone No: Approved per applicable codes. nspecto Corrections required prior to approval. 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 NSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Slvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Proj cit: Typ of I n s pecti A � dress: f „may Date Called: Special ns uctions; aate tad: .. a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: �a J VV REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedute reinspection. INSPECTION RECORD Retain a copy with permit NSP 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 DR-022.(p ect: S lot Ty oi* l p on: Add. a s: Date Called: 5 ecial�structions: p Date Wanted: C:• ' a.m. p.m. . 4e, .Requester: Phone No: QApproved per applicable codes. Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. CaU to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT Na. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 43670 Permit Inspection Request Line (206) 438-9350 ePr jest: , Typ nspection: Add s: zcv7 + Special instructions: Date ted. , a.rn. p.m. Requester: Phone No Approved per applicable codes. OMMENTS: Corrections required prior to approval. nspec (.00 Date: 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 INSPECTION 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 Pr. : Type o pec n: •--.7.----.7- Da e Wanted: a.m. p.m. Requester: Phone No: 6. LiApproved per applicable codes. Corrections required prior to approval. COMMENTS: ns pector: Date: IJ 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 _ _ ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 • • ject: Typef inspection: Add ss: IZ o7 £ ' s Date Called: Special Instructions: -Date Wanted: /1-a ` '"�% • a.m.\ p.m. Requester:Z Phone No: qf} Approved per applicable codes. Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila_ WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P SS• Add Special Instructions: Type of nspe on: Date Called: 7Arel• (A171 Approved per applicable codes. COMMENTS: Date Wanted: Requeste Phone No: 2 Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 630E Southcenter Blvd.. Suite 100. Call to schedute reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION 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 Project: Type of Inspection: Address: /2( 7 h",M A' Date Called: Special Instructions: 'Date Wanted: % a- a.m. p.m. Requester P one I io: --- proved per applicable codes. El Corrections required prior to approval. CC3IVIMENTS: 1 Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspectton. CK Engineering LLC. 19105 36th Ave. W, Suite 205 Lynnwood, WA 98036 Phone: (206) 417-0670 STRUCTURAL CALCULATIONS Partial Gravity Design ONLY 19-030 7/1/2019 MDS Office Remodel 12607 E. Marginal Way S. Tukwila, WA 98068 July 1,2019 FILE REVIEWED FOR CODE COMPLIANCE APPROVED SEP 30 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 1 2 2019 PERMIT CENTER oa4) MDS Office Remodel July 1, 2019 Job # 19-030 I ii Desi. n Criteria Scope of Work: Site Address: Number of Stories: Roof Loading Partial Gravity Design ONLY 12607 E. Marginal Way S. Tukwila, WA 98068 3 Engineer: PK Roofing Sheathing Insulation Ceiling Framing Miscellaneous Composition 5/8" Plywood Roll/Batt 5/8" GWB Trusses ixtures, mechanical, elecfrical, etc. 3.0 1.8 3.0 2.8 2.2 2.2 Upper Floor Loadin Floor Covering Sheathing Ceiling Joists Beams Miscellaneous Main Floor Loading TOTAL DEAD LOAD: ROOF SNOW LOAD: Carpet/Hardwood/Tile 3/4" T&G 1/2" GWB Solid Sawn @ 16" o/c fixtures, mechanical, electrical, etc. TOTAL DEAD LOAD: FLOOR LIVE LOAD: 15.0 psf I—— 25.0 psf 40.0 psf Floor Covering Sheathing Ceiling Joists Beams Miscellaneous Soil Bearing Capacity: Frost Depth: Carpet/Hardwood/Tile 3/4" T&G 5/8" GWB I -Joists fixtures, mechanical, electrical, etc. 1500 psf 18 in TOTAL DEAD LOAD: FLOOR LIVE LOAD: 3.0 2.3 2.8 2.1 4.2 0.6 15.0 psf 40.0 psf 2x$ FLOOR JO15T * ' 0 CAITTY K Y FLAN 11 1 9'•111/8" 6'-71/4"I'- 4x115TRINGERS 3x2TREADS BI 3) P.T 4xa WV r " J. 2xa a I O.C. III �x4 w/ AC' TOP IAD• GOT. (TVP) ADA RAMP SLOPE PER DETAIL 26'•8 3/4 4'-9" /4" 4" 4" (WDR R) 4°54514 7 If'? OW OAR DR AT 1 D I/4" yf .11111111111 /4" L (HDR'3) 4xb I.'1 (FIELD 4ERIFY) 2"x26'- //,1// , RILL HT. WALL _-__-___ .--_ __ __ (EXISTING)WI64mSTEEL NAM AWED X w L ,/, 51'•31/2" -1 3/4" ill r 4'- 1' -1 3/4"- r - J L - r r- 1 I L i.J r �•. - 1 1 1 1 IIT 1 1 1 1 1 1 1 1 1 1 1 1 1 III 1 1 1 1 I I III I I I I I I II t- r -[ ` r Y rr r-� I-Ti-1=FT�l I I I I I -J I III 1 1 I I I I I I I 1 1 1 1 1 1 1 I 1 I I 1� r-r- t---- 7 NT. /4" TALL A „ A' \�!` '.A\ OVA Title Block Line 1 You can change this area using the 'Settings" menu item and then using the "Printing & Title Blockselection. Title Block Line 6 Project Title: Engineer: Project ID: Project Descr: Printed: 3 JUN 2019, 3:16PM Wood Beam Lic, # KW-06009431 DESCRIPTION: BM #1 CODE REFERENCES File = C:1Users1Pasko21DropboxICKPROJ-112019119-030-21CALCSIGRAVITYCALCSec6 , oftware copyright ENERCALC, INC. 1983-2019, Build10.19,1,30 . CK Engineering LLC Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : IBC 2015 Material Properties Analysis Method : Allowable Stress Design Load Combination IBC 2015 Wood Species Wood Grade Fb + Fb - Fc - PrlI Fc - Perp Fv Ft Beam Bracing Beam is Fully Braced against lateral -torsional buckling Hem Fir : No.2 850 psi 850 psi 1300 psi 405 psi 150 psi 525 psi E : Modulus of Elasticity Ebend- xx 1 300ksi Eminbend - xx 470 ksi Density 26.84 pcf D(0.0375) L(0.1) Span = 8.250 ft Applied Loads Beam self weight calculated and added to loads Uniform Load : D = 0.0150, L = 0.040 ksf, Tributary Width = 2.50 ft, (STAIRS) DESIGN SUMMARY Service loads entered. Load Factors will be applied for calculations. f aximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.214 1 4x12 200.29 psi 935.00 psi +D+L+H 4.125ft Span # 1 Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.019 in Ratio = 0.000 in Ratio = 0.028 in Ratio = 0.000 in Ratio = 5097 >=360 0 <360 3519 >=240 0 <240 0.117 : 1 4x12 17.61 psi 150.00 psi +D+L+H 0.000ft Span # 1 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V C d C C t CL Moment Values Shear Values Fb V fv F'v +0+H Length = 8.250 ft +D+L+H Length = 8.250 ft +D+Lr+H Length = 8.250 ft +0+3+H Length = 8.250 ft +0+0.750Lr+0.750L+H Length = 8.250 ft +D+0.750L+0.750S+H 1 0.074 1 0.214 1 0.053 1 0.058 1 0.142 0.040 0.117 0.029 0.032 0.078 0.90 1.00 1.25 1.15 1.25 1.100 1.100 1.100 1.100 1.100 1.100 1.100 1.100 1.100 1.100 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.38 62,01 1.23 200.29 0.38 62.01 0.38 62.01 1.02 165,72 0.00 841.50 0,00 935,00 0.00 1168,75 0.00 1075.25 0.00 1168.75 0.00 0.00 0.14 0.00 0.46 0.00 0.14 0.00 0.14 0.00 0.38 0.00 0.00 5.45 0.00 17.61 0.00 5.45 0.00 5.45 0.00 14.57 0.00 0.00 135.00 0.00 150.00 0.00 187.50 0.00 172.50 0.00 187,50 0.00 Title Block Line 1 You can change this area using the 'Settings" menu item and then using the Printing & Title Block" selection. Title Block Line 6 Project Title: Engineer: Project ID: Project Descr: Printed: 3 JUN 2019, 3:16PM Wood Beam Lic. # : KW-06009431 DESCRIPTION: BM #1 Load Combination Max Stress Ratios Segment Length Span # M V File= CAUsers1Pasko21DropboACKPROJ-112019119-030-21CALCS1GRAVITY CALCS.ec6 . Software copyiight ENERCALC, INC. 1983-2019, Build:10.19.1.30 CK Engineering LLC Cd C FN C j Cr Cr C t CL Moment Values M fb Shear Values V fv F'v Length = 8.250 ft 1 0.154 0.084 1.15 1.100 1.00 1.00 1,00 1.00 1.00 1.02 165,72 1075.25 0.38 14.57 172.50 +D40.60W+H 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.250 ft 1 0.041 0.023 1.60 1.100 1.00 1.00 1.00 1.00 1.00 0.38 62.01 1496.00 0.14 5,45 240,00 +0+0.70E41 1.100 1,00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.250ft 1 0,041 0.023 1.60 1.100 1.00 1.00 1.00 1.00 1.00 0.38 62.01 1496.00 0.14 5.45 240.00 +D+0.750Lr+0.750L+0.450W+H 1.100 1,00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.250 ft 1 0.111 0.061 1.60 1.100 1.00 1.00 1.00 1.00 1.00 1.02 165.72 1496.00 0.38 14.57 240.00 +D+0,750L+0.750S+0.450W4l 1.100 1,00 1.00 1.00 1.00 1,00 0.00 0.00 0.00 0.00 Length = 8.250 ft 1 0.111 0.061 1.60 1.100 1.00 1.00 1.00 1.00 1.00 1.02 165.72 1496.00 0.38 14.57 240.00 +0+0.750L+0.750S+0.5250E+H 1.100 1.00 1.00 1,00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.250 ft 1 0.111 0.061 1.60 1.100 1,00 1.00 1.00 1.00 1.00 1.02 165.72 1496.00 0.38 14.57 240.00 +0.60D40,60W+0.60H 1.100 1.00 1.00 1,00 1,00 1.00 0.00 0.00 0.00 0.00 Length = 8.250 ft 1 0.025 0.014 1.60 1.100 1.00 1.00 1.00 1.00 1,00 0.23 37.20 1496.00 0.09 3.27 240.00 +0.60D+0.70E+0.60H 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.250 ft 1 0.025 0.014 1.60 1.100 1.00 1.00 1.00 1.00 1.00 0.23 37.20 1496.00 0.09 3.27 240.00 Overall Maximum Deflections Load Combination Span Max. "." Defl Location in Span Load Combinaon Max. Defl Location in Span +0+1+H 1 0.0281 4.155 0.0000 Vertical Reactions Support notation : Far left is #1 Values in KIPS 0.000 Load Combination Support 1 Support 2 Overall MAXimum 0.597 0.597 Overall MlNimum 0.413 0.413 +D+H 0.185 0.185 +D+L+H 0.597 0.597 +0+Lr+H 0.185 0.185 +D+S+H 0.185 0.185 +D+0.750Lr+0.750L+H 0.494 0.494 +0+0.750L+0.750S41 0.494 0.494 +0+0.60W+H 0.185 0.185 +0+0.70E+H 0.185 0.185 +D+0.750Lr40.750L+0.450W+H 0,494 0,494 +D+0.750L+0.750S+0.450W+H 0,494 0.494 +0+0.750L+0.750S+0.5250E+11 0.494 0494 +0.60D+0.60W+0.60H 0.111 0.111 +0.60D+0.70E+0.60H 0.111 0.111 D Only 0.185 0.185 Lr Only L Only 0.413 0,413 S Only W Only E Only H Only 2 Title Block Line 1 You can change this area using the "Settings" menu item and then using the 'Printing & Title Block" selection. Title Block Line 6 Wood Beam Lic. # : KW-06009431 DESCRIPTION: BM #2 CODE REFERENCES Project Title: Engineer: Project ID: Project Descr: Printed: 3 JUN 2019, 3:33PM File = C:1Users\Pasko2\Dropbox\CKPROJ-1\2019119-030.2\CALCS\GRAVITY CALCS.ec6 . ftwa a copyright ENERCALC, INC.1983-2019, Build:10.19.1.30 . CK Engineering LLC Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7.-10 Load Combination Set : IBC 2015 Material Properties Analysis Method : Allowable Stress Design Load Combination IBC 2015 Wood Species Wood Grade Fb + Fb - Fc - Prll Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsional buckling : Hem Fir : No.2 850.0 psi 850.0 psi 1,300.0 psi 405.0 psi 150.0 psi 525.0 psi E : Modulus of Elasticity Ebend- xx 1,300.0 ksi Eminbend - xx 470.0 ksi Density 26.840 pcf D(0.18) L(0.41) D 0.075 L 0.2 4x12 Span = 5.50 ft r D(0.18) L(0.41) Applied Loads Beam self weight calculated and added to loads Uniform Load : D = 0.0150, L = 0.040 ksf, Tributary Width = 5.0 ft, (STAIRS) Point Load: D=0.180, L=0.410k@0.0ft, (BM #1) Point Load: D = 0.180, L = 0.410 k @ 5.0 ft, (BM #1) DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Service loads entered. Load Factors will be applied for calculations. 0.212 1 Maximum Shear Stress Ratio 4x12 Section used for this span 198.33psi fv : Actual 935.00psi Fv : Allowable +D+L+H Load Combination 2.931 ft Location of maximum on span Span # 1 Span # where maximum occurs 0.009 in Ratio = 0.000 in Ratio = 0.013 in Ratio 0.000 in Ratio = 7408 >=360 0 <360 5233 >=240 0 <240 i'a :1 = 0.145 : 1 4x12 = 21.69 psi 150.00 psi +D+L+H 0.000 ft Span # 1 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V Moment Values Cd CFN Ci Cr Cm C t CL M fb Shear Values F'b V fv F'v +0+H Length = 5.50 ft 1 0.069 +D+I.+H Length = 5.50 ft 1 0.212 +D+Lr+H Length = 5.50 ft 1 0.050 +D+S+H Length = 5.50 ft 1 0.054 0.047 0.90 1.100 1.100 0.145 1.00 1.100 1.100 0.034 1.25 1.100 1.100 0.037 1.15 1.100 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.36 58.18 1.22 198.33 0.36 58.18 0.36 58.18 0.00 841.50 0.00 935.00 0.00 1168.75 0.00 1075.25 0.00 0.17 0.00 0.57 0.00 0.17 0.00 0.17 0.00 6.35 0.00 21.69 0.00 6.35 0.00 6.35 0.00 135.00 0.00 150.00 0.00 187.50 0.00 172.50 Title Block Line 1 You can change this area using the 'Settings" menu item and then using the Printing & Title Block" selection. Title Block Line 6 Wood Beam Project Title: Engineer: Project ID: Project Descr: Printed: 3 JUN 2019, 3:33PM File = CAUsers\PaskonropkoACKPROJ-112019119-030-21CALCSiGRAVITY CALCS.ec6 Software copyright ENERCALC. INC. 1983-2019, Build:10,19.1.30 . Lic. # : KW-06009431 1 CK Engineering LLC DESCRIPTION: BM #2 Load Combination Max Stress Ratios Segment Length Span # M V Cd CFN C Cr Cm C t Moment Values M fb F'b Shear Values V fv F'v +0+0.750Lr+0,750L+H 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.50 ft 1 0.140 0,095 1.25 1.100 1.00 1.00 1.00 1.00 1.00 1,00 163.29 1168,75 0.47 17.86 187,50 +0+0.750L+0.750S+H 1.100 1.00 1.00 1.00 1.00 1.00 0,00 0,00 0.00 0,00 Length = 5.50 ft 1 0,152 0.104 1.15 1.100 1.00 1.00 1.00 1.00 1.00 1.00 163.29 1075.25 0.47 17,86 172,50 +0+0.60W+H 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0,00 0.00 0.00 Length = 5.50 ft 1 0.039 0.026 1.60 1.100 1.00 1.00 1.00 1.00 1.00 0.36 58.18 1496.00 0.17 6.35 240.00 +040.70E+H 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0,00 Length = 5.50 ft 1 0.039 0.026 1.60 1.100 1.00 1.00 1.00 1.00 1.00 0.36 58.18 1496.00 0.17 6.35 240.00 +0+0.750Lr+0.750L+0.450W+H 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5,50 ft 1 0.109 0.074 1.60 1.100 1.00 1.00 1.00 1.00 1.00 1.00 163.29 1496.00 0.47 17.86 240.00 +0+0.750L+0.750S+0.450W+H 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.50 ft 1 0.109 0,074 1.60 1.100 1.00 1.00 1.00 1.00 1.00 1.00 163.29 1496.00 0.47 17.86 240.00 +D+0.750L+0.750S+0.5250E+H 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0,00 Length = 5.50 ft 1 0.109 0.074 1.60 1.100 1.00 1.00 1.00 1.00 1.00 1.00 163.29 1496.00 0.47 17.86 240.00 +0.60D+0.60W+0.60H 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0,00 Length = 5.50 ft 1 0.023 0.016 1.60 1.100 1.00 1,00 1.00 1.00 1.00 0.21 34.91 1496.00 0.10 3,81 240.00 40.60D+0.70E+0.60H 1.100 1,00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.50 ft 1 0.023 0.016 1.60 1.100 1,00 1.00 1.00 1.00 1.00 0.21 34.91 1496,00 0.10 3.81 240.00 Overall Maximum Deflections Load Combination Span Max. "-" Defl Location in Span Load Combination Max. "+" Defl Location in Span Vertical Reactions 0.0126 2.810 0.0000 Support notation Far left is #1 Values in KIPS 0.000 Load Combination Support 1 Support 2 Overall MAXimum Overall MlNimum +0+H +D+L+H +D+Lr+H 4D+S+H +D+0.750Lr+0.750L+H +D+0.750L+0.750S+H +D+0.60W+H 40+0.70E+H -e-D+0.750Lr+0,750L+0.450W+H +0+0.750L+0.750S+0,450W41 +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 1.420 0,997 0.423 1.420 0.423 0.423 1.171 1.171 0.423 0.423 1.171 1.171 1,171 0.254 0.254 0.423 1.313 0.923 0.390 1.313 0.390 0.390 1.082 1,082 0.390 0.390 1.082 1.082 1.082 0.234 0,234 0.390 0.997 0.923 4 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Wood Beam Lic. # : KW-06009431 DESCRIPTION: BM #3 CODE REFERENCES Project Title: Engineer: Project ID: Project Descr: Printed: 3 JUN 2019, 3:45PM File = C:Users\Pasko2\Dropbox\CKPROJ-112019\19-030-21CALCSIGRAVITY CALCS.ec6 oftware copyright ENERCALC, INC. 1983-2019, Build:10.19.1,30 . Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : IBC 2015 Material Properties Analysis Method : Allowable Stress Design Load Combination IBC 2015 Wood Species Wood Grade Fb + Fb Fc - Prll Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsional buckling : Hem Fir : No.2 850.0 psi 850.0 psi 1,300,0 psi 405.0 psi 150.0 psi 525.0 psi E : Modulus of Elasticity Ebend- xx 1,300.0 ksi Eminbend - xx 470.0 ksi Density 26.840 pcf F D(0.0675) L(0.18) a Span = 5.0 ft 8D(0.0675) L(0.18) Span = 2.0 ft Applied Loads Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load : D = 0.0150, L = 0.040 ksf, Tributary Width = 4.50 ft, (STAIRS) Load for Span Number 2 Uniform Load : D = 0.0150, L = 0.040 ksf, Tributary Width = 4.50 ft, (STAIRS) DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.09E 1 4x12 91.33 psi 935.00 psi +D+L+H 2.095ft Span # 1 Service loads entered. Load Factors will be applied for calculations. Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.003 in Ratio - 0.001 in Ratio 0.004 in Ratio - 0.001 in Ratio = 20407 >=360 • 47404 >=360 = 14414>=240 = 33482 >=240 of T 0.128:1 4x12 19.20 psi 150.00 psi +D+L+H 4.078 ft Span # 1 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V Cd C FN C Moment Values Cr Cm C t CL M fb F'b Shear Values V fv F'v +D+H Length = 5.0 ft Length = 2,0 ft +D+L+H Length = 5.0 ft Length = 2.0 ft +D+Lr+H 1 0.032 0.042 0.90 1.100 1.00 1.00 1.00 1.00 1.00 0.17 26.82 2 0.029 0.042 0.90 1.100 1.00 1.00 1.00 1.00 1.00 0.15 24.33 1.100 1.00 1.00 1.00 1.00 1.00 1 0.098 0.128 1.00 1.100 1.00 1.00 1.00 1.00 1.00 0.56 91.33 2 0.089 0.128 1.00 1.100 1.00 1.00 1.00 1.00 1.00 0.51 82.84 1.100 1.00 1.00 1.00 1.00 1.00 0.00 841.50 841.50 0.00 935.00 935.00 0.00 0.00 0.15 0.08 0.00 0.50 0.27 0.00 0.00 5.64 5.64 0.00 19.20 19.20 0.00 0.00 135.00 135.00 0.00 150.00 150.00 0.00 Title Block Line 1 You can change this area using the 'Settingsmenu item and then using the 'Printing & Title Block" selection. Title Block Line 6 Project Title: Engineer: Project ID: Project Descr: Printed: 3 JUN 2019, 3:45PM Wood Beam Lic, #: KW-06009431 DESCRIPTION: BM 3 Load Combination Max Stress Ratios Segment Length Span # M V Cd C FN C j Cr File CAUsers \Pasko2Tropbox\CKPROJ-1\2019119-030-21CALCSIGRAVITY CALCS.ec6 . Software copyright ENERCALC, INC. 1 , Build:10.19.1,30 CK Engineering LLC Cm C Moment Values M fb Pb Shear Values V fv F'y Length = 5.0 ft 1 0.023 0.030 1.25 1.100 1.00 1.00 1.00 1.00 1.00 0.17 26.82 1168.75 0.15 5.64 187.50 Length = 2,0 ft 2 0.021 0.030 1.25 1.100 1.00 1,00 1.00 1.00 1.00 0,15 24.33 1168.75 0.08 5.64 187.50 +D+S+H 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0,00 Length = 5.0 ft 1 0.025 0.033 1.15 1.100 1.00 1.00 1.00 1.00 1.00 0.17 26.82 1075.25 0.15 5.64 172.50 Length = 2.0 ft 2 0,023 0.033 1.15 1.100 1.00 1.00 1.00 1.00 1.00 0,15 24.33 1075.25 0.08 5.64 172.50 +D+0.750Lr+0.750L+H 1,100 1.00 1.00 1.00 1,00 1.00 0.00 0.00 0,00 0.00 Length = 5.0 ft 1 0.064 0.084 1.25 1.100 1.00 1.00 1.00 1,00 1.00 0.46 75.21 1168.75 0.42 15.81 187.50 Length = 2.0 ft 2 0.058 0.084 1.25 1.100 1.00 1.00 1.00 1.00 1.00 0.42 68.21 1168.75 0.23 15.81 187.50 +D+0.750L+0.750S+H 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.0 ft 1 0.070 0.092 1.15 1.100 1,00 1.00 1.00 1.00 1.00 0.46 75.21 1075.25 0.42 15.81 172.50 Length = 2.0 ft 2 0.063 0.092 1.15 1.100 1.00 1.00 1.00 1.00 1.00 0.42 68.21 1075,25 0.23 15.81 172,50 +0+0.60W+4-I 1.100 1,00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.0 ft 1 0.018 0.023 1.60 1.100 1.00 1.00 1.00 1.00 1,00 0.17 26.82 1496.00 0.15 5.64 240.00 Length = 2.0 ft 2 0.016 0.023 1.60 1.100 1.00 1.00 1.00 1.00 1.00 0.15 24.33 1496,00 0.08 5.64 240.00 +0+0,70E+H 1.100 1.00 1.00 1,00 1,00 1.00 0.00 0.00 0.00 0.00 Length = 5.0 ft 1 0.018 0.023 1.60 1.100 1.00 1.00 1.00 1.00 1.00 0.17 26.82 1496.00 0.15 5.64 240.00 Length = 2,0 ft 2 0,016 0.023 1.60 1.100 1.00 1.00 1.00 1,00 1.00 0.15 24.33 1496.00 0.08 5.64 240.00 +0+0.750Lr+0.750L+0.450W+H 1.100 1.00 1.00 1.00 1.00 1.00 0,00 0.00 0.00 0.00 Length = 5.0 ft 1 0.050 0.066 1.60 L100 1,00 1.00 1.00 1.00 1.00 0.46 75.21 1496.00 0.42 15.81 240.00 Length = 2.0 ft 2 0.046 0.066 1.60 1.100 1.00 1.00 1.00 1.00 1.00 0,42 68.21 1496.00 0.23 15.81 240.00 +0+0.750L+0.750S+0.450W+H 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.0 ft 1 0.050 0.066 1.60 1.100 1.00 1.00 1.00 1.00 1.00 0.46 75.21 1496.00 0.42 15.81 240.00 Length = 2.0 ft 2 0.046 0.066 1.60 1.100 1.00 1.00 1.00 1.00 1.00 0.42 68.21 1496.00 0.23 15.81 240.00 +0+0.750L+0.750S+0.5250E+H 1.100 1.00 1.00 1.00 1.00 1.00 0,00 0.00 0.00 0.00 Length = 5.0 ft 1 0.050 0.066 1.60 1.100 1,00 1.00 1.00 1.00 1.00 0.46 75.21 1496.00 0.42 15.81 240.00 Length = 2.0 ft 2 0.046 0,066 1.60 1.100 1.00 1.00 1.00 1.00 1.00 0.42 68.21 1496.00 0.23 15,81 240.00 40.60D+0.60W+0.60H 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.0 ft 1 0.011 0.014 1.60 1.100 1,00 1.00 1.00 1.00 1,00 0.10 16.09 1496.00 0.09 3.38 240.00 Length = 2.0 ft 2 0.010 0.014 1.60 1.100 1.00 1.00 1.00 1.00 1,00 0.09 14.60 1496.00 0.05 3.38 240.00 +0.60D+0.70E+0.60H 1.100 1.00 1,00 1.00 1,00 1.00 0.00 0,00 0,00 0.00 Length = 5.0 ft 1 0,011 0.014 1.60 1.100 1.00 1.00 1.00 1.00 1,00 0.10 16.09 1496,00 0.09 3.38 240.00 Length = 2.0 ft 2 0.010 0,014 1.60 1.100 1.00 1.00 1.00 1.00 1.00 0.09 14.60 1496.00 0.05 3.38 240.00 Overall Maximum Deflections Load Combination Span Max. "-" Defl Locabon in Span Load Combination Max. "+" Defl Location in Span +D-4.+H Vertical Reactions 1 0.0042 2.318 0.0000 0.000 2 0.0000 2.318 +0+1.41 -0.0014 2.000 Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Overall MAXimum Overall MINimum +041 +D+L+H +D+Lr+Fi +0+S+H +0+0.750Lr+0.750L+H +0+0,750L+0.750S+H +0+0.60W41 +0+0.70E41 +D+0.750Lr+0.750L+0,450W+H +0+0.750L+0.750S+0.450W41 +0+0.750L+0.750S+0.5250E+11 +0.60D+0.60W+0.60H +0.60D+0.70E+0.60H D Only Lr Only L Only S Only W Only 0.535 0.378 0.157 0.535 0.157 0,157 0.441 0.441 0.157 0.157 0.441 0.441 0.441 0.094 0.094 0,157 1.249 0.882 0.367 1.249 0.367 0.367 1,028 1.028 0.367 0.367 1.028 1.028 1.028 0.220 0.220 0.367 0,378 0 882 6 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Wood Beam Project Title: Engineer: Project ID: Project Descr: Printed: 3 JUN 2019, 3:45PM File = C:1Users\Pasko2\Dropbox\CKPROJ-1\2019\19-030-2\CALCS\GRAVITY CALCS.ec6 are copyright ENERCALC, INC.1983-2019, Build:10,19.1.30 . Lic. # KW-06009431 CK Engineering LLC DESCRIPTION: BM #3 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Support 3 E Only H Only 7 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Wood Beam # : KW-06009431 DESCRIPTION: BM CODE REFERENCES Project Title: Engineer: Project ID: Project Descr: Printed: 3 JUN 2019, 4:05PM File = C:IUsers\Pasko2\Dropbox\CKPROJ-112019\19-030-21CALCS\GRAVITY CALCS.ec6 . oftware copyright ENERCALC, INC.1983-2019, Build:10.19.1.30 . CK Engineering LLC Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : IBC 2015 Material Properties Analysis Method : Allowable Stress Design Load Combination iBC 2015 Fb + Fb - Fc - Prll Wood Species : Hem Fir Fc - Perp Wood Grade : No.2 Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsional buckling 850.0 psi 850.0 psi 1,300.0 psi 405.0 psi 150.0 psi 525.0 psi E : Modulus of Elasticity Ebend- xx 1,300.0 ksi Eminbend - xx 470.0 ksi Density 26.840 pcf 0(0.15) L(1) a F 4x10 Span = 4.50 ft Applied Loads Beam self weight calculated and added to loads Uniform Load : D = 0.0150, L = 0.10 ksf, Tributary Width =10.0 ft, (RAMP) DESIGN SUMMARY Service loads entered. Load Factors will be applied for calculations. ai Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.69a 1 4x10 703.54 psi 1,020.00 psi +D+L+H 2.250ft Span # 1 0.031 in 0.000 in 0.036 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 = 1746 >=360 0 <360 1510 >=240 0 <240 0.534 : 1 4x10 80.05 psi 150.00 psi +D+L+H 3.745 ft Span # 1 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V Moment Values Shear Values Cd CFN Ci Cr Cm C t CL M fb Fb V fv F'v +D+H Length = 4.50 ft +O+L+H Length = 4.50 ft +0+Lr+H Length = 4.50 ft +D+S+H Length = 4.50 ft +D+0.750Lr+0.750L+H Length = 4.50 ft +D+0.750L+0.750S+H 1 0.103 1 0.690 1 0.074 1 0.081 1 0.432 0.080 0.90 0.534 1.00 0.058 1.25 0.063 1.15 0.335 1.25 1.200 1,200 1.200 1.200 1.200 1.200 1.200 1.200 1.200 1.200 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.39 2.93 0.39 0.39 2.29 94.96 703.54 94.96 94.96 551.39 0.00 918.00 0.00 1020.00 0.00 1275.00 0.00 1173.00 0.00 1275.00 0.00 0.00 0.00 0.23 10.80 0.00 0.00 1.73 80.05 0.00 0.00 0.23 10.80 0.00 0.00 0.23 10.80 0.00 0.00 1.35 62.74 0.00 0.00 0.00 135.00 0.00 150.00 0.00 187.50 0.00 172.50 0.00 187.50 0,00 8 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Wood Beam Project Title: Engineer: Project ID: Project Descr: Printed: 3 JUN 2019, 4:05PM File = C:1Users1Pasko2\Dropbox\CKPROJ-112019\19-030-21CALCS\GRAVITY CALCS.ec6 . Software copyright ENERCALC, INC.1983-2019, Bui d:10,19,1,30 . Lic. # : KW-06009431 CK Engineering LLC DESCRIPTION: BM #4 Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span # M V C d C FN C i Cr Cm C t C L M tb F'b V fv F'v Length = 4.50 ft 1 0,470 0.364 1.15 1.200 1.00 1,00 1.00 1.00 1.00 2.29 551.39 1173.00 1.35 62.74 172.50 +D+0.60W+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.50 ft 1 0.058 0.045 1.60 1.200 1.00 1.00 1.00 1.00 1.00 0.39 94.96 1632.00 0.23 10.80 240.00 +D+0.70E+H 1.200 1.00 1.00 1.00 1.00 1.00 0,00 0.00 0.00 0.00 Length = 4.50 ft 1 0.058 0.045 1.60 1.200 1.00 1.00 1.00 1.00 1.00 0.39 94.96 1632.00 0.23 10.80 240.00 +0+0.750Lr+0.750L+0.450W+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.50 ft 1 0.338 0.261 1.60 1.200 1.00 1.00 1.00 1.00 1.00 2.29 551.39 1632.00 1.35 62.74 240.00 +D+0.750L+0.750S+0.450W+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.50 ft 1 0.338 0.261 1.60 1.200 1.00 1.00 1.00 1.00 1.00 2.29 551.39 1632.00 1.35 62.74 240.00 +D+0.750L+0.750S+0.5250E+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.50 ft 1 0.338 0.261 1.60 1.200 1.00 1.00 1.00 1.00 1.00 2.29 551.39 1632.00 1.35 62.74 240.00 +0.60D+0.60W+0.60H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.50 ft 1 0.035 0.027 1.60 1.200 1,00 1.00 1,00 1.00 1.00 0.24 56.98 1632.00 0.14 6.48 240.00 +0.60D+0.70E+0.60H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.50 ft 1 0.035 0.027 1.60 1.200 1.00 1.00 1.00 1.00 1.00 0.24 56.98 1632.00 0.14 6.48 240.00 Overall Maximum Deflections Load Combination Span Max. " " Defl Location in Span Load Combination Max. "+" Defl Location in Span +D+L+H Vertical Reactions 1 0.0358 2.266 0.0000 0.000 Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 2.601 2.601 Overall MINimum 2.250 2.250 +0+H 0.351 0.351 +D+{.+H 2.601 2.601 +D+Lr+H 0.351 0.351 +D+S+H 0.351 0.351 +D+0.750Lr+0.750L+H 2.039 2.039 +0+0.750L+0.750S+H 2.039 2.039 +0+0.60W+H 0.351 0.351 +0+0,70E41 0.351 0.351 +D+0.750Lr+0.750L+0.450W+H 2.039 2.039 +0+0.750L+0.7505+0.450W+41 2.039 2,039 +D+0.750L+0.750S+0.5250E+H 2.039 2.039 +0.60D+0.60W+0.60H 0.211 0.211 +0,600+0.70E+0,60H 0.211 0,211 D Only 0.351 0.351 Lr Only L Only 2.250 2.250 S Only W Only E Only H Only 9 Title Block Line 1 You can change this area using the "Settings' menu item and then using the 'Printing & Title Block" selection. Title Block Line 6 Wood Beam Lic. #: KW-06009431 DESCRIPTION: BM #5 CODE REFERENCES Project Title: Engineer: Project ID: Project Descr: Printed: 12 JUN 2019, 10:15AM File CAUsers\Pasko2TropboxlCKPROJ-112019119-030-21CALCS \GRAVITY CALCS.ec6 Softwarecopyright ENERCALC, INC. 1983-2019, Build:10.19.1.30 . Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : IBC 2015 Material Properties Analysis Method : Allowable Stress Design Load Combination IBC 2015 Wood Species Wood Grade Fb + Fb - Fc - PrIl Fc - Perp Fv Ft Beam Bracing Beam is Fully Braced against lateral -torsional buckling DF/DF 24F - V4 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 1 800ksi 950 ksi 1 600 ksi 850 ksi 31.21 pcf a D(0.0825) S(0.1375) D(CP.09) D(0.03)L(0.08) 5.5x10.5 Span = 15.50 ft Applied Loads Beam self weight calculated and added to loads Uniform Load : D = 0.0150, L 0,040 ksf, Tributary Width = 2.0 ft, (FLOOR) Uniform Load : D = 0.010 ksf, Tributary Width = 9.0 ft, (WALL) Uniform Load : D 0.0150, S = 0.0250 ksf, Tributary Width = 5.50 ft, (ROOF) DESIGN SUMMARY Service loads entered. Load Factors will be applied for calculations. Maximum Bending Stress Ratio = 0.48a 1 Max Section used for this span 5.5x10.5 fb : Actual = 1 ,348.40 psi FB : Allowable = 2,760.00psi Load Combination +D+0.750L+0.750S+H Location of maximum on span = 7.750ft Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.188 in Ratio = 0.000 in Ratio = 0.517 in Ratio = 0.000 in Ratio = imum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 988 >=360 0 <360 359 >=240 0 <240 0.222 1 5.5x10.5 67.79 psi 304.75 psi +D+0.750L+0.750S4-H 14.651 ft Span # 1 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M v Cd C FN Ci Cr Cm C I Moment Values Shear Values M Fb V fv F'v +D+H Length = 15.50 ft +D+L+H Length =-• 15.50 ft +D+Lr+H Length = 15.50 ft +0+5+H Length = 15.50 ft 1 0.355 0.162 1 0.438 0.200 1 0,256 0.116 1 0,455 0.207 0.90 1.000 1.000 1.00 1.000 1.000 1.25 1.000 1.000 1.15 1.000 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 6.46 8.86 6.46 10.59 766.72 1,051.99 766.72 1,257.03 0.00 2160.00 0.00 2400.00 0.00 3000.00 0.00 2760.00 0.00 1.48 0.00 2.04 0.00 1.48 0.00 2.43 0.00 38.54 0.00 52.88 0.00 38.54 0.00 63.19 0.00 238.50 0.00 265.00 0.00 331.25 0.00 304.75 10 Title Block Line 1 You can change this area using the "Settingsmenu item and then using the "Printing & Title Block" selection, Title Block Line 6 Wood Beam Project Title: Engineer: Project ID: Project Descr: Printed: 12 JUN 2019, 10:15AM File C:Illsers1PaskoMropboACKPROJ-112019119-030-21CALCSIGRAV1TY CALCS.ec6 . Software copyright ENERCALC, INC, 1983-2019, Build:10.19.1.30 . Lic. # : KW-06009431 CK Engineering LLC DESCRIPTION: B Load Combination Max Stress Ratios Segment Length Span # M V Cd C FN Cp Cr Cm C t CL Moment Values M fb F'b Shear Values V fv F'v 40+0.750Lr+0.750L+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 15.50 ft 1 0.327 0.149 1,25 1.000 1.00 1,00 1.00 1.00 1.00 8.26 980.67 3000.00 1.90 49.30 331.25 +D+0.750L+0.750S+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0,00 0.00 Length = 15.50 ft 1 0.489 0.222 1.15 1.000 1.00 1.00 1.00 1.00 1.00 11.36 1,348.40 2760.00 2.61 67.79 304.75 +0+0.60W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0,00 0.00 Length = 15.50 ft 1 0.200 0.091 1.60 1.000 1.00 1,00 1.00 1.00 1.00 6.46 766.72 3840.00 1.48 38.54 424.00 +D+0.70E41 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 15.50 ft 1 0.200 0.091 1.60 1,000 1.00 1.00 1.00 1.00 1.00 6.46 766.72 3840.00 1.48 38.54 424.00 +D+0.750Lr+0.750L+0.450W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 15,50 ft 1 0.255 0.116 1.60 1.000 1.00 1.00 1.00 1.00 1.00 8.26 980.67 3840.00 1.90 49.30 424.00 +D+0.750L+0.750S+0.450VV+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 15.50 ft 1 0.351 0.160 1.60 1.000 1.00 1.00 1.00 1.00 1.00 11.36 1,348.40 3840.00 2.61 67.79 424.00 +0+0.750L+0.750S+0.5250E41 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 15,50 ft 1 0.351 0.160 1.60 1.000 1.00 1.00 1.00 1.00 1.00 11.36 1,348,40 3840.00 2.61 67.79 424.00 +0.60D+0.60W+0.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0,00 0.00 Length = 15.50 ft 1 0.120 0.055 1.60 1.000 1.00 1.00 1.00 1.00 1.00 3,87 460.03 3840.00 0,89 23.13 424.00 +0.600+0.70E+0.60H 1,000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0,00 0.00 Length = 15.50 ft 1 0.120 0.055 1.60 1.000 1.00 1.00 1.00 1.00 1.00 3.87 460.03 3840.00 0.89 23.13 424.00 Overall Maximum Deflections Load Combination Span Max. Deft Location in Span Load Combination Max. "+" Defl Location in Span +0+0.750L+0,750S+0.5250E+H 1 0.5172 7.807 0.0000 Vertical Reactions Support notation : Far left is #1 Values in KIPS 0.000 Load Combination Support 1 Support 2 Overall MAXimum 2.931 2.931 Overall MINimum 1.066 1.066 +0+11 1.666 1.666 +D+L+H 2.286 2.286 +D+Lr+H 1.666 1.666 +114-S+1-1 2.732 2.732 +D+0.750Lr+0.750L+H 2.131 2,131 +D+0.750L+0.750S+H 2.931 .2,931 +D+0.60W+H 1.666 1.666 +D+0.70E+H 1.666 1.666 +D+0.750Lr+0.750L+0.450W+H 2.131 2.131 +0+0.750L+0.750S+0.450W+H 2.931 2.931 +040.750L+0.750S+0.5250E+H 2.931 2.931 +0.60D+0.60W+0.60H 1.000 1,000 +0.60D+0.70E+0.60H 1.000 '1.000 D Only 1.666 1.666 Lr Only L Only 0.620 0.620 S Only 1.066 1.066 W Only E Only H Only 11 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Wood Beam Lic. # : KW-06009431 DESCRIPTION: BM #6 CODE REFERENCES Project Title: Engineer: Project ID: Project Descr: Printed: 20 JUN 2019, 12:09PM File = C:\Users\Pasko2\Dropbox\CKPROJ-112019119-030-21CALCSIGRAVITY CALCS.ec6 . Software copyright ENERCALC, INC. 1983-2019, Build:10.19.1.30 . CK Engineering LLC Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7.-10 Load Combination Set : IBC 2015 Material Properties Analysis Method : Allowable Stress Design Load Combination IBC 2015 Wood Species : Trus Joist Fc - Perp Wood Grade : MicroLam LVL 2.0 E Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsional buckling Fb + 2600 psi Fb - 2600 psi Fc - PrIl 2510 psi 750 psi 285 psi 1555 psi E : Modulus of Elasticity Ebend- xx 2000 ksi Eminbend - xx 1 01 6.535 ksi Density 42.01 pcf D(0.019951 L(0.05 2) D(1.34) L(3.36) F 3-1.75x11.87 Span = 13.50 ft Applied Loads Beam self weight calculated and added to loads Uniform Load : D = 0.0150, L = 0.040 ksf, Tributary Width =1.330 ft, (FLOOR) Point Load : D =1.340, L = 3.360 k @ 11.750 ft, (HDR #1) DESIGN SUMMARY Service loads entered. Load Factors will be applied for calculations. Maximum Bending Stress Ratio = 0.303; 1 Section used for this span 3-1.75x11.87 fb : Actual = 787.19psi FB : Allowable = 2,600.00psi Load Combination +D+L+H Location of maximum on span = 11.726ft Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward Transient Deflection 0.106 in Max Upward Transient Deflection 0.000 in Max Downward Total Deflection 0.157 in Max Upward Total Deflection 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 = 1525 >=360 0 <360 1 030 >=240 0 <240 0.390 : 1 3-1.75x11.87 111.09 psi 285.00 psi +D+L+H 12.515ft Span # 1 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V Cd C FN C i Cr Cm C t CL Moment Values M fb F'b Shear Values V fv F'v +D+H Length = 13.451 ft 1 0.101 0.130 0.90 1.000 Length = 0.04927 ft 1 0.003 0.130 0.90 1.000 +D+L+H 1.000 Length =13.451 ft 1 0.303 0.390 1.00 1.000 Length = 0.04927 ft 1 0.009 0.390 1.00 1.000 +D+Lr+H 1.000 Length = 13.451 ft 1 0.073 0.094 1.25 1.000 Length = 0.04927 ft 1 0.002 0.094 1.25 1.000 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.44 237.00 0.07 6.82 8.09 787.19 0.23 22.55 2.44 237.00 0.07 6.82 0.00 2340.00 2340.00 0.00 2600.00 2600.00 0.00 3250.00 3250.00 0.00 0.00 0.00 1.39 33.35 256.50 1.39 33.35 256.50 0.00 0.00 0.00 4.62 111.09 285.00 4.62 111.09 285.00 0.00 0.00 0.00 1.39 33.35 356.25 1.39 33.35 356.25 12 Title Block Line 1 You can change this area using the "Settingsmenu item and then using the 'Printing & Title Block" selection. Title Block Line 6 Wood Beam Project Title: Engineer: Project ID: Project Descr: Printed: 20 JUN 2019, 12:09PM Pie = CVsers \Pasko2lDropboACKPROJ-112019119-030-21CALCS\ GRAVITY CALCS.ec6 Software copyright ENERCALC, INC, 1983-2019, Buitch10.19.1.30 #:Lic, KW-06009431 CK Engineering LLc DESCRIPTION: B Load Combination Max Stress Ratios Segment Length Span # M V Cd CFN Ct Cr Cm C t Moment Values M fb F'b Shear Values V fir F'v +0+S+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 13.451 ft 1 0.079 0.102 1.15 1.000 1.00 1.00 1.00 1.00 1.00 2.44 237.00 2990.00 1.39 33.35 327.75 Length = 0.04927 ft 1 0.002 0.102 1.15 1.000 1.00 1.00 1,00 1.00 1.00 0.07 6.82 2990.00 1.39 33.35 327.75 +0+0.750Lr+0.750L+4-1 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 13.451 ft 1 0.200 0.257 1.25 1.000 1.00 1.00 1.00 1.00 1.00 6.68 649.56 3250.00 3.81 91.66 356.25 Length = 0.04927 ft 1 0.006 0.257 1.25 1.000 1.00 1.00 1.00 1.00 1.00 0.19 18.61 3250.00 3.81 91.66 356.25 +0+0.750L+0.750841 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 13.451 ft 1 0.217 0.280 1.15 1.000 1.00 1.00 1.00 1.00 1,00 6.68 649.56 2990.00 3.81 91.66 327.75 Length = 0.04927 ft 1 0.006 0.280 1.15 1.000 1.00 1.00 1.00 1.00 1.00 0.19 18.61 2990.00 3.81 91.66 327.75 +D+0.60W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 13.451 ft 1 0.057 0.073 1.60 1.000 1.00 1.00 1.00 1.00 1.00 144 237.00 4160.00 1.39 33.35 456.00 Length = 0.04927 ft 1 0.002 0.073 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.07 6.82 4160.00 1.39 33.35 456.00 +040.70E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 13.451 ft 1 0.057 0.073 1.60 1.000 1.00 1.00 1.00 1.00 1.00 2.44 237.00 4160.00 1.39 33.35 456.00 Length = 0.04927 ft 1 0.002 0.073 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.07 6.82 4160.00 1.39 33.35 456.00 +D+0.750Lr+0.750L+0.450W+H 1.000 1.00 1.00 1.00 1.00 1,00 0.00 0.00 0.00 0.00 Length = 13.451 ft 1 0.156 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 6.68 649.56 4160.00 3.81 91.66 456.00 Length = 0.04927 ft 1 0.004 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0,19 18.61 4160.00 3.81 91.66 456.00 +0+0.750L+0.750S+0.450W41 1.000 1.00 1.00 1,00 1.00 1.00 0.00 0.00 0.00 0,00 Length = 13,451 ft 1 0.156 0,201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 6.68 649.56 4160.00 3.81 91.66 456.00 Length = 0.04927 ft 1 0.004 0,201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.19 18.61 4160.00 3.81 91,66 456,00 -40+0.750L+0.750S+0.5250E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 13.451 ft 1 0.156 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 6.68 649.56 4160.00 3.81 91.66 456.00 Length = 0.04927 ft 1 0.004 0.201 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.19 18.61 4160.00 3.81 91.66 456.00 +0.600+0.60W+0.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 13.451 ft 1 0.034 0.044 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.46 142.20 4160.00 0.83 20.01 456.00 Length = 0.04927 ft 1 0.001 0.044 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.04 4.09 4160.00 0.83 20.01 456.00 +0,600+0.70E+0.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 13.451 ft 1 0.034 0.044 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.46 142.20 4160.00 0.83 20.01 456.00 Length = 0,04927.ft 1 0.001 0.044 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.04 4.09 4160.00 0.83 20.01 456.00 Overall Maximum Deflections Load Combination Span Max. "-' Defl Location in Span Load Combination Max. "+" Defl Location in Span 40+1+H Vertical Reactions 1 0.1571 7.440 0.0000 Support notation : Far left is #1 Values in KIPS 0.000 Load Combination Support 1 Support 2 Overall MAXlmum 1.226 4,707 Overall MINimum 0.795 3.284 +D+H 0.431 1.424 1.226 4.707 +0+Lr+H 0.431 1.424 +D+S+H 0.431 1.424 +0+0.750Lr+0.750L41 1.027 3.886 +0+0,750L+0.750S+1-j 1.027 3.886 +0+0.60W+H 0.431 1.424 +0+0.70E+H 0.431 1.424 +0+0.750Lr40.750L+0.450W41 1.027 3.886 +0+0.750L+0.750S+0.450W41 1.027 3.886 +0+0.750L+0.750S+0.5250E+H 1.027 3.886 +0,60D+0.60W+0.60H 0.259 0.854 +0.60D+0.70E+0.60H 0.259 0.854 D Only 0.431 1.424 Lr Only L Only 0.795 3,284 S Only W Only E Only H Only 13 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Wood Beam Lic. # : KW-06009431 DESCRIPTION: BM #6,1 (REACTIONS ONLY) CODE REFERENCES Project Title: Engineer: Project ID: Project Descr: Printed: 12 JUN 2019, 10:44AM File = CAUsersTasko2\Dropbox\CKPROJ-112019119-030-2\CALCSIGRAVITY CALCS.ec6 . Software copyright ENERCALC, INC. 1983-2019, Build:10.19.1.30 . CK Engineering LLC Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : IBC 2015 Material Properties Analysis Method : Allowable Stress Design Load Combination iBC 2015 Wood Species Wood Grade Beam Bracing DF/DF :24F-V4 Fb + Fb - Fc - Prll Fc - Perp Fv Ft Beam is Fully Braced against lateral -torsional buckling 2,400.0 psi 1,850.0 psi 1,650.0 psi 650.0 psi 265.0 psi 1,100.0 psi E : Modulus of Elasticity Ebend- xx 1,800.0 ksi Eminbend - xx 950.0 ksi Ebend- yy 1,600.0 ksi Eminbend yy 850.0ksi Density 31.210pcf 0 0 D(0.075 S(0.125) o 0 0 0 D(d 09) 0 0 D(0.01995L(0.0532) 0 0 0 0 4 5.5x9 Span = 13.50 ft Applied Loads Beam self weight calculated and added to loads Uniform Load : D = 0.0150, L = 0.040 ksf, Tributary Width =1.330 ft, (FLOOR) Uniform Load : D = 0.010 ksf, Tributary Width = 9.0 ft, (WALL) Uniform Load : D = 0.0150, $ = 0.0250 ksf, Tributary Width = 5.0 ft, (ROOF) DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Service loads entered. Load Factors will be applied for calculations. 0.439: 1 Maximum Shear Stress Ratio 5.5x9 Section used for this span = 1,212.53psi fv : Actual 2,760.00psi Fv : Allowable +D+0.750L+0.750S+H Load Combination = 6.750ft Location of maximum on span Span # 1 Span # where maximum occurs 0.156 in 0.000 in 0.412 in 0.000 in Ratio = Ratio = Ratio = Ratio = 1036 >=360 0 <360 393 >=240 0 <240 clotv 0.197 : 1 5.5x9 = 59.99 psi 304.75 psi +D+0.750L+0.750S+H 0.000 ft Span # 1 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V Cd C FN C i Moment Values Cm C t CL M fb F'b Shear Values V fv F'v +D+H Length =13.451 ft 1 0.334 0.149 Length = 0.04927 ft 1 0.005 0.149 +D+L+H Length =13.451 ft 1 0.382 0.171 Length = 0.04927 ft 1 0.006 0.171 +D+Lr+H Length =13.451 ft 1 0.240 0.108 0.90 1.000 1.00 1.00 1.00 1.00 1.00 4.46 720.45 0.90 1.000 1.00 1.00 1.00 1.00 1.00 0.06 10.48 1.000 1.00 1.00 1.00 1.00 1.00 1.00 1.000 1.00 1.00 1.00 1.00 1.00 5.67 916.33 1.00 1.000 1.00 1.00 1.00 1.00 1.00 0.08 13.33 1.000 1.00 1.00 1.00 1.00 1.00 1.25 1.000 1.00 1.00 1.00 1.00 1.00 4.46 720.45 0.00 2160.00 2160.00 0.00 2400.00 2400.00 0.00 3000,00 0.00 1.18 1.18 0.00 1.50 1.50 0.00 1.18 0.00 35.64 35.64 0.00 45.33 45.33 0.00 35.64 0.00 238.50 238.50 0.00 265.00 265.00 0.00 331.25 14 Title Block Line 1 You can change this area using the "Settingsmenu item and then using the "Printing & Title Block' selection. Title Block Line 6 Wood Beam Project Title: Engineer: Project ID: Project Descr: Printed: 12 JUN 2019, 10:44AM File CAUserstPasko21DropboACKPROJ-112019119-030-21CALCS1GRAVITYCALCS.ec6 . Softwarecopyiight ENERCALC, INC. 1983-2019, Build:10.19.1. Lic. # : KW-06009431 1 CK Engineering LLC DESCRIPTION: BM 6.1 (REACTIONS ONLY) Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span # M V C d C FN C Cr Cm C t C L M fb Fb V fv F'v Length = 0.04927 ft 1 0.003 0.108 1.25 1.000 1.00 1.00 1.00 1.00 1.00 0.06 10,48 3000.00 1.18 35.64 331.25 +0+S+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 13.451 ft 1 0,428 0.192 1.15 1.000 1.00 1.00 1.00 1.00 1,00 7.31 1,180,68 2760.00 1.93 58.41 304.75 Length = 0.04927 ft 1 0,006 0.192 1.15 1.000 1.00 1.00 1.00 1.00 1.00 0.11 17.17 2760.00 1.93 58.41 304,75 +0+0.750Lr+0.750L+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 13.451 ft 1 0.289 0.130 1.25 1,000 1.00 1.00 1.00 1.00 1.00 5.37 867.36 3000.00 1.42 42.91 331.25 Length = 0.04927 ft 1 0.004 0,130 1.25 1.000 1,00 1.00 1.00 1.00 1.00 0.08 12,62 3000.00 1,42 42.91 331.25 +0+0.750L+0,750S+H 1.000 1.00 1.00 1,00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 13.451 ft 1 0.439 0.197 1.15 1.000 1.00 1.00 1.00 1.00 1.00 7.50 1,212.53 2760.00 1.98 59.99 304,75 Length = 0.04927 ft 1 0,006 0.197 1.15 1.000 1.00 1.00 1.00 1.00 1.00 0.11 17.64 2760.00 1.98 59.99 304.75 +0+0.60W41-1 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.60 0.00 0,00 Length = 13.451 ft 1 0.188 0.084 1.60 1.000 1.00 1.00 1.00 1.00 1.00 4.46 720.45 3840.00 1.18 35.64 424.00 Length = 0.04927 ft 1 0.003 0.084 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.06 10.48 3840.00 1.18 35.64 424.00 +040.70E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 13.451 ft 1 0.188 0.084 1.60 1.000 1.00 1.00 1.00 1.00 1.00 4.46 720.45 3840.00 1.18 35.64 424.00 Length = 0.04927 ft 1 0.003 0.084 1.60 1.000 1,00 1.00 1.00 1.00 1.00 0.06 10.48 3840.00 1.18 35.64 424.00 +0+0.750Lr+0.750L+0.450W41 1.000 1.00 1.00 1.00 1,00 1.00 0.00 0.00 0,00 0.00 Length = 13.451 ft 1 0.226 0.101 1.60 1.000 1.00 1.00 1.00 1.00 1.00 5.37 867.36 3840.00 1.42 42.91 424.00 Length = 0.04927 ft 1 0.003 0.101 1.60 1.000 1,00 1.00 1.00 1.00 1.00 0.08 12.62 3840.00 1.42 42.91 424.00 +0+0.750L+0.750S+0.450W4l 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 13.451 ft 1 0.316 0.141 1.60 1.000 1.00 1.00 1.00 1.00 1.00 7.50 1,212.53 3840.00 1.98 59.99 424.00 Length = 0.04927 ft 1 0.005 0.141 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.11 17.64 3840,00 1.98 59.99 424.00 +D+0.750L+0.750S+0.5250E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 13.451 ft 1 0.316 0.141 1.60 1.000 1.00 1.00 1.00 1.00 1.00 7.50 1,212.53 3840,00 1.98 59.99 424.00 Length = 0.04927 ft 1 0.005 0.141 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.11 17.64 3840.00 1.98 59.99 424.00 +0.60D+0.60W+0.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 13.451 ft 1 0.113 0.050 1.60 1.000 1.00 1.00 1.00 1.00 1.00 2.67 432.27 3840.00 0.71 21.39 424.00 Length = 0.04927 ft 1 0.002 0.050 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.04 6.29 3840.00 0.71 21.39 424.00 +0.60D+0.70E+0.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 13.451 ft 1 0.113 0.050 1.60 1.000 1.00 1.00 1.00 1.00 1.00 2.67 432.27 3840.00 0.71 21.39 424.00 Length = 0.04927 ft 1 0.002 0.050 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.04 6.29 3840.00 0.71 21.39 424.00 Overall Maximum Deflections Load Combination Span Max. "-" Deft Location in Span Load Combination Max. "+ Dell Location in Span +0+0.750L+0.750S+0.5250E4I 1 0.4116 6.799 0.0000 0.000 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support2 Overall MAXimum Overall MINimum +D+H +0+1+H +D+Lr+H +D4S+H +0+0.750Lr+0.750L+H +D+0,750L+0.750S+H +040.60W+11 +D+0.70E+H +D+0.750LN-0.750L+0.450W+H +0+0.750L+0.750S+0.450W+11 +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 2,223 0.844 1.321 1.680 1.321 2,165 1.590 2,223 1.321 1.321 1.590 2.223 2.223 0.792 0.792 1.321 2.223 0.844 1.321 1.680 1.321 2.165 1.590 2.223 1.321 1.321 1.590 2.223 2.223 0.792 0.792 1.321 0.359 0.359 0.844 0.844 15 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Wood Beam Lic. # KW-06009431 DESCRIPTION: BM #7 CODE REFERENCES Project Title: Engineer: Project ID: Project Descr: Printed: 20 JUN 2019, 12:13PM File = C:1Users\Pasko2\Dropbox\CKPROJ-112019119-030-21CALCSIGRAVITY CALCS.ec6 . Software copyright ENERCALC, INC. 1983-2019, Build:10.19.1.30 . Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : IBC 2015 Material Properties Analysis Method : Allowable Stress Design Load Combination IBC 2015 Wood Species : Trus Joist Wood Grade : MicroLam LVL 2.0 E Fb + Fb - Fc - Prll Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsional buckling 2600 psi 2600 psi 2510 psi 750 psi 285 psi 1555 psi E : Modulus of Elasticity Ebend- xx 2000 ksi Eminbend - xx 1016.535 ksi Density 42.01 pcf D(1.67) L(0 62) S(1.07) D(0.0675) S(0.1125) b b b b D(0?09) b b b D(0.01995L(0.0532) b 6 b b 3-1.75x11.87 Span = 13.50 ft Applied Loads Beam self weight calculated and added to loads Uniform Load : D = 0.0150, L = 0.040 ksf, Tributary Width = 1.330 ft, (FLOOR) Point Load : D =1.670, L = 0.620, S =1.070 k @ 2.0 ft, (BM #5) Uniform Load : D = 0.010 ksf, Tributary Width = 9.0 ft, (WALL) Uniform Load : D = 0.0150, S = 0.0250 ksf, Tributary Width = 4.50 ft, (ROOF) DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.342 1 3-1.75x11.87 = 1,023.25psi 2,990.00 psi +D+0.750L+0.750S+H 5.370ft Span # 1 0.086 in 0.000 in 0.242 in 0.000 in Service loads entered. Load Factors will be applied for calculations. 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 = 1882 >=360 0 <360 669 >=240 0 <240 0.319 : 1 3-1.75x11.87 104.58 psi = 327.75 psi +D+0.750L+0.750S+H = 0.000 ft Span # 1 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V Cd C FN C i Cr Cm C t CL Moment Values M fb Shear Values Fb V fv Fv +D+H Length = 13.451 ft Length = 0.04927 ft +D+L+H Length =13.451 ft Length = 0.04927 ft +D+Lr+H 0.261 0.239 0.90 1.000 0.003 0.239 0.90 1.000 1.000 0.306 0.286 1.00 1.000 0.004 0.286 1.00 1.000 1.000 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 6.28 611.07 1.00 1.00 0.08 7.49 1.00 1.00 1.00 1,00 8.19 796.51 1,00 1.00 0.10 9.64 1.00 1.00 0.00 2340.00 2340.00 0.00 2600.00 2600.00 0.00 0.00 2.55 1.38 0.00 3.39 1.77 0.00 0.00 61.36 61.36 0.00 81.45 81.45 0.00 0.00 256.50 256.50 0.00 285.00 285.00 0.00 16 Title Block Line 1 You can change this area using the 'Settingsmenu item and then using the 'Printing & Title Block' selection. Title Block Line 6 Wood Beam Project Title: Engineer: Project ID: Project Descr: Printed: 20 JUN 2019, 12:13PM File = CAUsers\PaskoaDropbox \CKPROJ-112019119-030-21CALCS \GRAVITY CALCS,ec6 . Software copyright ENERCALC, INC. 1983-2019, Build:10.19.1.30 . Lic. # : KW-06009431 CK Engineering LIC DESCRIPTION: BM #7 Load Combination Max Stress Ratios Segment Length Span # M V Cd CFN Ct Cr Moment Values Shear Values Cm C t CL M fb Pb V tv Fy Length = 13.451 ft 1 0.188 0.172 1.25 1.000 1.00 1.00 1.00 1.00 1.00 6.28 611.07 3250.00 2.55 61.36 356.25 Length = 0.04927 ft 1 0,002 0.172 1.25 1.000 1.00 1.00 1.00 1.00 1.00 0.08 7.49 3250.00 1.38 61.36 356.25 +D+S+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 13.451 ft 1 0.326 0.302 1.15 1.000 1.00 1.00 1.00 1.00 1.00 10.03 975.17 2990.00 4.11 98.90 327.75 Length = 0.04927 ft 1 0.004 0.302 1.15 1.000 1.00 1.00 1.00 1.00 1.00 0.12 11.88 2990.00 2.18 98.90 327.75 +0+0.750Lr+0.750L4I 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 13.451 ft 1 0.231 0.215 1.25 1.000 1.00 1.00 1.00 1.00 1.00 7.71 750.14 3250.00 3.18 76.43 356.25 Length = 0.04927 ft 1 0.003 0.215 1.25 1.000 1.00 1.00 1.00 1.00 1.00 0.09 9.11 3250.00 1.67 76.43 356.25 +0+0.750L+0.750S+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 13.451 ft 1 0.342 0.319 1.15 1.000 1.00 1.00 1.00 1,00 1.00 10.52 1,023.25 2990.00 4.35 104.58 327.75 Length = 0.04927 ft 1 0.004 0.319 1.15 1.000 1.00 1.00 1.00 1.00 1.00 0.13 12.39 2990.00 2.28 104.58 327.75 +0+0.60W+H 1.000 1,00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 13.451 ft 1 0.147 0,135 1.60 1.000 1.00 1.00 1.00 1.00 1.00 6.28 611.07 4160.00 2.55 61.36 456.00 Length = 0.04927 ft 1 0.002 0.135 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.08 7.49 4160.00 1.38 61.36 456.00 +0+0,70E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 13.451 ft 1 0.147 0.135 1.60 1.000 1.00 1.00 1.00 1.00 1.00 6.28 611.07 4160.00 2.55 61.36 456.00 Length = 0.04927 ft 1 0.002 0.135 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.08 7.49 4160.00 1.38 61.36 456.00 +D+0.750Lr+0.750L+0.450W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 13.451 ft 1 0.180 0.168 1.60 1.000 1.00 1.00 1.00 1.00 1.00 7.71 750.14 4160.00 3.18 76.43 456.00 Length = 0.04927 ft 1 0.002 0.168 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.09 9.11 4160.00 1.67 76.43 456.00 +D+0.750L+0.750S+0.450VV41 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 13.451 ft 1 0.246 0.229 1.60 1.000 1.00 1.00 1.00 1.00 1.00 10.52 1,023.25 4160.00 4.35 104.58 456.00 Length = 0,04927 ft 1 0.003 0.229 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.13 12.39 4160.00 2.28 104.58 456.00 +0+0.750L+0,750S+0.5250E41 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 13.451 ft 1 0.246 0.229 1.60 1.000 1.00 1.00 1.00 1.00 1.00 10.52 1,023.25 4160.00 4.35 104.58 456.00 Length = 0.04927 ft 1 0.003 0.229 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.13 12.39 4160.00 2.28 104.58 456.00 +0.60D+0.60VV+0.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 13,451 ft 1 0.088 0.081 1.60 1.000 1.00 1.00 1.00 1.00 1.00 3.77 366.64 4160.00 1.53 36.82 456.00 Length = 0.04927 ft 1 0.001 0.081 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.05 4.49 4160.00 0.83 36.82 456.00 +0.60D+0.70E+0.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 13.451 ft 1 0.088 0.081 1.60 1.000 1.00 1.00 1.00 1.00 1.00 3.77 366.64 4160.00 1.53 36.82 456.00 Length = 0.04927 ft 1 0.001 0.081 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.05 4.49 4160.00 0.83 36.82 456.00 Overall Maximum Deflections Load Combination Span Max. "-" Defl Location in Span Load Combination Max. "+" Defl Location in Span +D+0.750L+0.750S+0.5250E+H 1 0.2419 6.504 0.0000 0.000 Vertical Reactions Support notation: Fax left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 4.662 2.595 Overall MINimum 1.671 0.918 +041 2.743 1.568 +D+L+H 3.630 2.019 4-D-41+1-1 2.743 1.568 +D+S+H 4.414 2.486 +D+0.750Lr+0.750L+H 3.409 1.906 +D+0.750L+0.750S+H 4.662 2.595 +D+0.60VV+H 2.743 1.568 +D+0.70E+H 2.743 1.568 +D+0.750Lr+0.750L+0,450W41 3.409 1.906 +0+0.750L+0.750S+0.450VV+H 4.662 2.595 +0+0.750L+0.750S+0.5250E+H 4.662 2.595 +0.60D+0.60VV+0.60H 1.646 0.941 +0,60D+0.70E+0.60H 1.646 0.941 D Only 2.743 1.568 Lr Only L Only 0.887 0.451 S Only 1.671 0.918 VV Only E Only 17 Title Block Line 1 You can change this area using the 'Settingsmenu item and then using the 'Printing & Title Block' selection. Title Block Line 6 Wood Beam Project Title: Engineer: Project ID: Project Descr: Printed: 20 JUN 2019, 12:13PM File = CAUsers1Pasko21Drupbox1CKPROJ-112019119-030-21CALCS1GRAV1TY CALCS.ec6 . Software oopyright ENERCALC, INC.1983-2019, Lic. # : KW-06009431 CK Engineering LLC DESCRIPTION: BM 7 Vertical Reactions Support notation Far left is 41 Values in KIPS Load Combination Support 1 Support 2 H Only 18 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Project Title: Engineer: Project ID: Project Descr: Steel Beam Lic. # KW-06009431 DESCRIPTION: BM (REACTIONS ONLY) CODE REFERENCES Printed: 20 JUN 2019, 12.18PM File C:\Users\Pasko2\Dropbox\CKPROJ-1\2019\19-030--2\CALCS\GRAVIVY CALCS.ec6 Software copyright ENERCALC, INC. 1983-2019, Bui10:10.19.1.30 Calculations per AISC 360-10, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : IBC 2015 Material Properties Analysis Method : Allowable Strength Design Beam Bracing : Beam is Fully Braced against lateral -torsional buckling Bending Axis : Major Axis Bending Fy : Steel Yield : E: Modulus : 50.0 ksi 29,000.0 ksi D(0.32) L(0 $4.13,26) D(0.2025 0.54) W16x40 Span = 25.50 ft Applied Loads Beam self weight calculated and added to loading Uniform Load : D = 0.0150, L = 0,040 ksf, Tributary Width = 13.50 ft, (FLOOR) Point Load : D = 0.320, L = 0.360, S = 0.840 k @ 8.250 ft, (BM #6.1) Point Load: D = 1.370, L = 3.280 k @ 10.0 ft, (BM #6) DESIGN SUMMARY Service loads entered. Load Factors will be applied for calculations. Maximum Bending Stress Ratio = Section used for this span Ma : Applied Mn / Omega Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.507: 1 Maxi W16x40 92.339 k-ft 182.136k-ft +D+L+H 10.127ft Span # 1 0.478 in 0.000 in 0.695 in 0.000 in Ratio = Ratio = Ratio = Ratio = um Shear Stress Ratio = Section used for this span Va : Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs 639 >=360 0 <360 441 >=240 0 <240 0.136 : 1 W16x40 13.265 k 97.60 k +D+L+H 0.000 ft Span # 1 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V Summary of Moment Values Mmax + Mmax - Ma Max Mnx Mnx/Omega Cb Rm Summary of Shear Values Va Max Vnx Vnx/Omega +0+H Dsgn. L = 25.50 ft +D+L+H Dsgn. L = 25.50 ft +0+Lr+H Dsgn, L = 25.50 ft +D+S+11 Dsgn. L 25,50 ft +D+0.750Lr+0.750L+H Dsgn. L = 25.50 ft +0-10.750L+0.750S+H Dsgn. L = 25.50 ft +0+0.60W+H Dsgn. L = 25.50 ft +0+0.70E+11 Osgn. L = 25.50 ft +040.750Lr+0.750L+0.450W+H Dsgn. L = 25.50 ft 1 0.158 0.042 28.74 1 0.507 0.136 92.34 1 0.158 0.042 28.74 1 0.181 0.048 32.94 1 0.420 0.113 76.44 1 0.437 0.117 79.59 1 0.158 0.042 28.74 1 0.158 0.042 28.74 1 0.420 0.113 76.44 28.74 304.17 92.34 304.17 28.74 304.17 32.94 304.17 76.44 304.17 79.59 304,17 28.74 304.17 28,74 304.17 76,44 304.17 182.14 182.14 182.14 182.14 182.14 182.14 182.14 182.14 182.14 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 4.14 13.27 4.14 4.71 10.98 11.41 4.14 4.14 10.98 146.40 146.40 146.40 146.40 146.40 146.40 146.40 146.40 146.40 97.60 97.60 97.60 97.60 97.60 97.60 97,60 97,60 19 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Steel Beam Lic. # : KW-06009431 DESCRIPTION: BM #8 (REACTIONS ONLY) Load Combination Segment Length Span # Max Stress Ratios M V Project Title: Engineer: Project ID: Project Descr: Printed: 20 JUN 2019, 12:18PM File = C:1Users1Pasko22Dropbox\CKPROJ-112019119-030-21CALCSIGRAVfrY CALCS.ec6 . Software copyright ENERCALC, INC. 1983-2019, Build:10.19.1.30 . Summary of Moment Values CK Engineering LLC Summary of Shear Values Mmax + Mmax - Ma Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega +D+0.750L+0.750S+0.450W+H Dsgn. L = 25.50 ft 1 +0+0.750L+0.750S+0.5250E+H Dsgn. L = 25.50 ft 1 +0.60D+0.60W+0.60H Dsgn. L = 25.50 ft 1 +0.60D+0.70E+0.60H Dsgn. L = 25.50 ft 1 0.437 0.437 0.095 0.095 Overall Maximum Deflections 0.117 0.117 0.025 0.025 79.59 79.59 17.24 17.24 79.59 79.59 17.24 17.24 304.17 304.17 304.17 304.17 182.14 182.14 182.14 182.14 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 11.41 11.41 2.49 2.49 146.40 146.40 146,40 146.40 97.60 97.60 97.60 97.60 Load Combination Span Max. " " Defl Location in Span Load Combination Max. "+ Defl Location in Span +0+L+H Vertical Reactions 0.6946 12.531 Support notation : Far left is #1 0.0000 0.000 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum Overall MINimum +D+H +D+L+H +D+Lr+H +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+0.750L+0.450W+H +0+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 13.265 0.568 4.143 13.265 4.143 4.711 10.985 11.411 4.143 4.143 10.985 11.411 11.411 2.486 2.486 4.143 12.023 0.272 3.735 12.023 3.735 4.007 9.951 10.154 3.735 3.735 9.951 10.154 10.154 2.241 2.241 3.735 9.122 8.288 0.568 0.272 20 Title Block Line 1 You can change this area using the "Settings" menu item and then using the Printing & Title Block" selection. Title Block Line 6 Wood Beam Lic. # : KW-06009431 DESCRIPTION: HDR #1 CODE REFERENCES Project Title: Engineer: Project ID: Project Descr: Printed: 1 2 JUN 2019, 10:1 7ANI File CAUsers\Pasko2\DropboACKPROJ-112019119-030-21CALCS \GRAVITY CALCS.ec6 . Software copyright ENERCALC, INC. 1983-2019, Build:10.19.1.30 CK Engineering LLC Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : IBC 2015 Material Properties Analysis Method : Allowable Stress Design Load Combination IBC 2015 Wood Species Wood Grade Fb + Fb - Fc - PI Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsional buckling : DF/DF : 24F - V4 2,400.0 psi 1,850.0 psi 1,650.0 psi 650.0 psi 265.0 psi 1,100.0 psi E : Modulus of Elasticity Ebend- xx 1,800.0 ksi Eminbend xx 950.0 ksi Ebend- yy 1,600.0 ksi Eminbend - yy 850.0 ksi Density 31.210pcf D(0.21)L(0.56) 5.500.5 Span = 12.0 ft Applied Loads Beam self weight calculated and added to loads Uniform Load : D = 0.0150, L = 0.040 ksf, Tributary Width = 14.0 ft, (FLOOR) DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Service loads entered. Load Factors will be applied for calculations. ij 0.697. 1 5.5x10.5 1,672.47psi 2,400.00 psi +D+L+H 6.000ft Span # 1 Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.275 in Ratio = 0.000 in Ratio = 0.385 in Ratio = 0.000 in Ratio = 523 >=360 0 <360 374 >=240 0 <240 0.396 : 5.5x10.5 105.04 psi 265.00 psi +D+L+H 0.000ft Span # 1 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M v C d C FN Cj Cr Cm C t Moment Values M fb Shear Values F'b V fv F'v +04-1-1 Length = 12.0 ft +D+L+H Length = 12.0 ft +D+Lr+H Length = 12.0 ft +D+S+H Length = 12.0 ft +D+0.750Lr+0.750L+H Length = 12.0 ft +D40.750L+0.750S+H 1 0.220 0.125 0.90 1.000 1.000 1 0.697 0.396 1.00 1.000 1.000 1 0.159 0.090 1.25 1.000 1.000 1 0.172 0.098 1.15 1,000 1.000 1 0.458 0.260 1.25 1.000 1.000 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 4.01 475.58 14.09 1,672.47 4.01 475.58 4.01 475.58 11.57 1,373.24 0.00 2160.00 0.00 2400.00 0.00 3000.00 0.00 2760.00 0.00 3000,00 0,00 0.00 0.00 0.00 1.15 29.87 238.50 0.00 0.00 0.00 4.04 105.04 265.00 0.00 0.00 0.00 1.15 29.87 331.25 0.00 0.00 0.00 1.15 29.87 304.75 0.00 0.00 0.00 3.32 86.25 331.25 0.00 0.00 0.00 21 Title Block Line 1 You can change this area using the "Settingsmenu item and then using the 'Printing & Title Block" selection. Title Block Line 6 Wood Beam Project Title: Engineer: Project ID: Project Descr; Printed: 12 JUN 2019, 10:17AM File = CAUsers\Pasko21DropboACKPROJ-112019119-030-21CALC,S1GRAVITY CALCS.ec6 Software copyright ENERCALC, INC. 1983-2019, BuiId:10,19.1.30 . Lic, # KW-06009431 CK Engineering LIC DESCRIPTION: HOR #1 Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span # M V Cd C FN C Cr Cm C t C LM fb Pb V iv F'v Length = 12.0 ft 1 0.498 0.283 1.15 1.000 1.00 1.00 1.00 1.00 1.00 11.57 1,373.24 2760.00 3.32 86.25 304.75 +0+0.60W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 12.0 ft 1 0.124 0.070 1.60 1.000 1.00 1.00 1.00 1.00 1.00 4,01 475.58 3840,00 1.15 29.87 424.00 +D+0.70E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 12.0 ft 1 0.124 0.070 1.60 1.000 1.00 1.00 1.00 1.00 1.00 4,01 475.58 3840.00 1.15 29.87 424.00 +0+0.750Lr+0.750L+0.450W+11 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 12.0 ft 1 0.358 0.203 1.60 1,000 1.00 1.00 1.00 1.00 1.00 11.57 1,373.24 3840,00 3.32 86.25 424.00 +D+0.750L+0.750S+0.450W41 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 12.0 ft 1 0.358 0.203 1.60 1.000 1.00 1.00 1.00 1.00 1.00 11,57 1,373.24 3840.00 3.32 86.25 424.00 +D+0.750L+0.750S+0.5250E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 12.0 ft 1 0.358 0.203 1.60 1.000 1.00 1.00 1.00 1.00 1.00 11.57 1,373.24 3840.00 3.32 86.25 424.00 +0.60D+0.60W+0.60H 1.000 1.00 1.00 1.00 1.00 1,00 0.00 0.00 0.00 0.00 Length = 12.0 ft 1 0.074 0.042 1.60 1.000 1.00 1.00 1.00 1.00 1.00 2.40 285.35 3840.00 0.69 17.92 424.00 +0,60D+0.70E+0.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0,00 Length = 12.0 ft 1 0.074 0.042 1.60 1.000 1.00 1.00 1.00 1.00 1.00 2.40 285.35 3840.00 0.69 17.92 424.00 Overall Maximum Deflections Load Combination Span Max. "-" Dell Location in Span Load Combination Max. "+" Deft Location in Span Vertical Reactions 1 0.3845 6.044 0.0000 Support notation : Far left is #1 Values in KIPS 0.000 Load Combination Support 1 Support 2 Overall MAXimum 4.695 4.695 Overall MlNimum 3.360 3.360 +D+H 1.335 1.335 +D+L+H 4.695 4.695 +0+Lr+H 1.335 1.335 +0+S+H 1.335 1.335 +040.750Lr+0.750L+H 3.855 3.855 +0+0.750L+0.750S+H 3.855 3.855 +D+0.60W+1-1 1.335 1.335 +D+0.70E+H 1.335 1.335 +D+0.750Lr+0.750L+0.450W+H 3.855 3.855 +D+0.750L+0.750S+0.450W+H 3.855 3.855 +0+0.750L+0.750S+0.5250E+11 3.855 3.855 +0.600+0,60W+0,60H 0.801 0.801 +0.60D+9.70E+0.60H 0.801 0.801 D Only 1.335 1.335 Lr Only L Only 3.360 3.360 S Only W Only E Only H Only 22 Title Block Line 1 You can change this area using the "Settings" menu item and then using the 'Printing & Title Block" selection. Title Block Line 6 Wood Beam Lin. : KW-06009431 DESCRIPTION: HDR #2 CODE REFERENCES Project Title: Engineer: Project ID: Project Descr: Printed: 12 JUN 2019, 10:57AM File =CAUsers1Pasko21Dropbox‘CKPROJ-112019119-030-21CALCSIGRAVITY CALCS.K6 Software copyright ENERCALC, INC. 1983-2019, Build:10.19.1.30 . CK Engineering LIG Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : IBC 2015 Material Properties Analysis Method : Allowable Stress Design Load Combination IBC 2015 Wood Species Wood Grade Fb + Fb - Fc-PrII Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsional buckling : DF/DF : 24F - V4 2,400.0 psi 1,850.0 psi 1,650.0 psi 650.0 psi 265.0 psi 1,100.0 psi E : Modulus of Elasticity Ebend- xx 1 ,800.0 ksi Eminbend - xx 950.0 ksi Ebend- yy 1,600.0 ksi Eminbend - yy 850.0ksi Density 31.210pcf 0,0 D(1.32) L(003b) D(0. (0.84) UU.P...R3 • aglpt 0 0' 5) (J.28) yrr(.22L)1 5.5x12 Span = 12.50 ft Applied Loads Beam self weight calculated and added to loads Uniform Load : D = 0.0150, L = 0.040 ksf, Tributary Width = 7.0 ft, (FLOOR) Uniform Load : D = 0.0150, L = 0.040 ksf, Extent = 6.0-» 12.50 ft, Tributary Width = 6.0 ft, (FLOOR) Uniform Load : D = 0.010 ksf, Extent = 6.0-» 12.50 ft, Tributary Width = 9.0 ft, (WALL) Uniform Load : D 0.0150, S = 0.0250 ksf, Extent = 6.0 -» 12.50 ft, Tributary Width = 14.0 ft, (ROOF) Uniform Load : D = 0.010 ksf, Extent = 6.0 -» 12.50 ft, Tributary Width = 9.0 ft, (WALL) Point Load : D = 1.320, L = 0.360, S = 0.840 k @ 6.0 ft, (BM #6.1) Point Load : D = 0.380, L = 0.790 k @ 8.0 ft, (BM #6) DESIGN SUMMARY Maximum Bending Stress Ratio = 0.88a 1 Maximum Shear Stress Ratio Section used for this span 5.5x12 Section used for this span fb : Actual = 2,113.05psi fv : Actual FB : Allowable 2,400.00 psi Fv : Allowable Load Combination +D+L+1-1 Location of maximum on span = 6.843ft Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.211 in 0.000 in 0.471 in 0.000 in Ratio = Ratio - Ratio = Ratio = Load Combination Location of maximum on span Span # where maximum occurs 710 >=360 0 <360 318 >=240 0 <240 Service loads entered. Load Factors will be applied for calculations. L 77°E0i;7457.: 0.552 : 1 5.5x12 146.40 psi 265.00 psi +D+L+H 11.542ft Span # 1 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V Cd C FN C C Moment Values Cm C t CL M fb Shear Values F'b V fv F'v +D+H Length = 12.50 ft 1 0.515 0,320 0.90 1.000 1.00 1.00 1.00 1.00 1.00 12.23 +D+L+H 1.000 1.00 1.00 1.00 1.00 1.00 Length = 12.50 ft 1 0.880 0.552 1.00 1.000 1.00 1.00 1.00 1.00 1.00 23.24 0.00 1,111.97 2160.00 0.00 2,113.05 2400.00 0.00 0.00 3.36 76.30 0.00 0.00 6.44 146.40 0.00 238.50 0.00 265.00 23 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Project Title: Engineer: Project ID: Project Descr: Printed: 12 JUN 2019, 10:57AM Wood Beam Lic. #: KW-06009431 DESCRIPTION: HDR #2 Load Combination Max Stress Ratios File = CAUsers1PaskonropboxtCKPROJ-112019119-030-21CALCSIGRAVITY CALCS.ec6 . Software copyright ENERCALC, INC.1983-2019, Build:10,19.1.3 CK Engineering LLC Moment Values Shear Values Segment Length Span # M V Cd CFN C Cr Cm C t CL M 110 Pb V fv F'y +0+Lr+1-1 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0,00 0.00 0.00 Length = 12,50 ft 1 0,371 0.230 1.25 1.000 1.00 1.00 1.00 1.00 1.00 12,23 1,111.97 3000.00 3.36 76,30 331.25 +D+S+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0,00 Length = 12.50 ft 1 0.608 0.381 1.15 1.000 1.00 1.00 1.00 1.00 1.00 18.45 1,677.45 2760.00 5.11 116.10 304.75 +D+0,750Lr+0.750L+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 12.50 ft 1 0.621 0.389 1.25 1.000 1.00 1.00 1.00 1.00 1.00 20.49 1,862.40 3000.00 5.67 128.88 331.25 +040.750L+0.750S41 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 12.50 ft 1 0.828 0.521 1.15 1.000 1.00 1.00 1.00 1.00 1.00 25.14 2,285.90 2760.00 6.98 158.73 304.75 +0+0.60W4 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 12.50 ft 1 0.290 0.180 1.60 1.000 1.00 1.00 1.00 1.00 1.00 12.23 1,111.97 3840.00 3.36 76.30 424.00 +0+0.70E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0,00 Length = 12.50 ft 1 0.290 0.180 1.60 1.000 1.00 1.00 1.00 1.00 1.00 12.23 1,111.97 3840.00 3.36 76.30 424.00 +0+0.750Lr+0.750L+0.450W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0,00 Length = 12.50 ft 1 0.485 0.304 1.60 1.000 1.00 1.00 1.00 1.00 1.00 20.49 1,862.40 3840.00 5.67 128.88 424.00 +D+0.750L+0.750S+0.450VV+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 12.50 ft 1 0,595 0.374 1.60 1.000 1.00 1.00 1,00 1.00 1.00 25,14 2,285.90 3840.00 6.98 158,73 424,00 40+0,750L+0.750S+0.5250E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0,00 Length = 12,50 ft 1 0.595 0.374 1.60 1.000 1.00 1.00 1,00 1.00 1.00 25.14 2,285.90 3840.00 6.98 158,73 424.00 40.600+0.60W+0.60H 1.000 1.00 1.00 1.00 1.00 1,00 0,00 0.00 0.00 0.00 Length = 12.50 ft 1 0.174 0.108 1.60 1.000 1.00 1.00 1.00 1.00 1.00 7.34 667.18 3840.00 2.01 45.78 424.00 +0.60D+0,70E+0.60H 1.000 1.00 1.00 1.00 1.00 1,00 0.00 0.00 0.00 0.00 Length = 12.50 ft 1 0.174 0.108 1.60 1.000 1.00 1.00 1.00 1.00 1.00 7.34 667.18 3840.00 2.01 45.78 424.00 Overall Maximum Deflections Load Combination Span Max. "-" Dell Location in Span Load Combination Max. "+" Dell Location in Span +0+0.750L+0.750S+0.5250E+11 1 0.4713 6.478 0.0000 0.000 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 5.122 8.183 Overall MINimum 1.028 2.087 +0+H 2.380 3.931 +D41.41 5.007 7.514 +D+Lr+H 2.380 3.931 +D+S+H 3.408 6.018 +0+0.750Lr+0.750L41 4.350 6.618 +D+0.750L+0.750S+H 5.122 8.183 +0+0.60W+1-1 2.380 3.931 +0+0.70E+H 2.380 3.931 +0+0.750Lr+0.750L+0,450W+H 4.350 6.618 +4J+0.750L+0.750S+0,450W+H 5.122 8.183 +D+0.750L+0.750S+0.5250E++1 5.122 8.183 +0.60D+0,60W+0.60H 1.428 2.359 +0.60D+0.70E+0.60H 1.428 2.359 D Only 2.380 3.931 Lr Only L Only 2.627 3.583 S Only 1.028 2.087 W Only E Only H Only 24 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Wood Beam Project Title: Engineer: Project ID: Project Descr: Printed: 20 JUN 2019, 12:12PM File = C:\Users\Pasko2\Dropbox\CKPROJ-112019119-030-2\CALCS\GRAVITY CALCS.ec6 Software copyright ENERCALC, INC. 1983-2019, Build:10.19.1. Lic. # : KW-06009431' CK Engineering Lie DESCRIPTION: HDR #3 CODE REFERENCES Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : IBC 2015 Material Properties Analysis Method : Allowable Stress Design Load Combination IBC 2015 Fb + 850 psi E : Modulus of Elasticity Fb - 850 psi Ebend- xx 1300 ksi Fc - PrII 1300 psi Eminbend - xx 470 ksi Wood Species : Hem Fir Fc - Perp 405 psi Wood Grade : No.2 Fv 150 psi Ft 525 psi Density 26.84 pcf Beam Bracing : Beam is Fully Braced against lateral -torsional buckling D(0.38) L(0.79) D 0.1 D '.10 L 0.2 4x10 Span = 4.250 ft Applied Loads Beam self weight calculated and added to loads Uniform Load : D = 0.0150, L = 0.040 ksf, Tributary Width = 7,0 ft, (FLOOR) Point Load : D = 0.380, L = 0.790 k @ 0.50 ft, (BM #6) Uniform Load : D = 0,0150, L = 0.040 ksf, Tributary Width = 6.0 ft, (FLOOR) Uniform Load : D = 0.010 ksf, Tributary Width = 10.0 ft, (WALL) DESIGN SUMMARY Maximum Bending Stress Ratio = 0.50R 1 Maximum Shear Stress Ratio Section used for this span 4x10 Section used for this span fb : Actual = 518.78psi fv : Actual FB : Allowable = 1,020.00 psi Fv : Allowable Load Combination +D+L+H Load Combination Location of maximum on span = 1.954ft Location of maximum on span Span # where maximum occurs = Span # 1 Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection 0.015 in Ratio = 3323 >=360 Max Upward Transient Deflection 0.000 in Ratio = 0 <360 Max Downward Total Deflection 0,024 in Ratio = 2126 >=240 Max Upward Total Deflection 0.000 in Ratio = 0 <240 Service Toads entered. Load Factors will be applied for calculations. 0.389 : 1 4x10 58.30 psi 150.00 psi +D+L+H 3.490 ft Span # 1 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V Cd C FN Moment Values Shear Values Cr Cm C t CL M tb Fb V fv F'v +D+f1 0.00 0.00 0.00 0.00 Length = 4.250 ft 1 0.204 0.156 0.90 1.200 1.00 1.00 1.00 1.00 1.00 0.78 187.05 918.00 0.46 21.11 135.00 +{)+L+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.250 ft 1 0.509 0.389 1.00 1.200 1.00 1.00 1.00 1.00 1.00 2.16 518.78 1020.00 1.26 58.30 150.00 +0+Lr+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.250 ft 1 0.147 0.113 1.25 1.200 1.00 1.00 1.00 1.00 1.00 0.78 187.05 1275.00 0.46 21.11 187.50 +0+S+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 25 Title Block Line 1 You can change this area using the "Settings" menu item and then using the 'Printing & Title Blockselection. Title Block Line 6 Project Title: Engineer: Project ID: Project Descr: Printed: 20 JUN 2019, 12:12PM Wood Beam Lic. # KW-06009431 DESCRIPTION: HDR # Load Combination Max Stress Ratios Segment Length Span # M V Cd C FN File = CAUsers\Pasko2VDropbox\CKPROJ-112019119-030-21CALCS1GRAVITY CALCS.ec6 . Software copyright ENERCALC, INC. 1983-2019, Build:10.19.1.30 . CK Engineering LLC Moment Values Ci Cr Cm C t CL M fb F'b Shear Values V fv Pc Length = 4.250 ft 1 0.159 0.122 1.15 1.200 1.00 1.00 1.00 1.00 1.00 0.78 187.05 1173.00 0.46 21,11 172,50 +0+0.750Lr+0.750L41 1.200 1,00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.250 ft 1 0.342 0.261 1.25 1.200 1.00 1.00 1.00 1.00 1,00 1.81 435.85 1275,00 1.06 49.00 187.50 +0+0.750L+0.750S+11 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.250 ft 1 0.372 0.284 1.15 1,200 1.00 1.00 1.00 1.00 1.00 1.81 435.85 1173.00 1.06 49.00 172.50 +0+0,60W+H 1.200 1.00 1.00 1.00 1.00 1.00 0,00 0.00 0.00 0.00 Length = 4.250 ft 1 0.115 0.088 1.60 1.200 1.00 1.00 1.00 1.00 1.00 0.78 187.05 1632.00 0.46 21.11 240.00 +D+0.70E+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.250 ft 1 0.115 0.088 1.60 1.200 1.00 1.00 1.00 1.00 1.00 0.78 187.05 1632.00 0.46 21.11 240.00 +D+0.750Lr+0.750L+0.450W+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4,250 ft 1 0.267 0.204 1.60 1.200 1.00 1.00 1.00 1.00 1.00 1.81 435.85 1632.00 1.06 49.00 240.00 +0+0,750L+0.750S+0.450VV-41 1,200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.250 ft 1 0.267 0.204 1.60 1.200 1.00 1.00 1,00 1.00 1.00 1.81 435.85 1632.00 1.06 49.00 240.00 40+0.750L+0.750S+0.5250E41 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0,00 Length = 4.250 ft 1 0,267 0.204 1.60 1,200 1.00 1.00 1.00 1.00 1.00 1.81 435.85 1632.00 1.06 49.00 240.00 +0.60D+0,60W+0.60H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0,00 Length = 4.250 ft 1 0.069 0.053 1.60 1.200 1.00 1.00 1.00 1.00 1.00 0.47 112.23 1632.00 0.27 12,67 240.00 +0.600+0.70E+0.60H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0,00 0.00 Length = 4.250 ft 1 0.069 0.053 1.60 1.200 1.00 1,00 1.00 1.00 1.00 0.47 112.23 1632.00 0.27 12.67 240,00 Overall Maximum Deflections Load Combination Span Max. Dell Location in Span Load Combination Max. "+" Dell Location in Span +D+L+H Vertical Reactions 1 0.0240 2.094 0.0000 0.000 Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 2.777 1.882 Overall MINimum 1.802 1.198 +O+H 0.975 0.684 + 0+L+11 2.777 1.882 +D+Lr+1-1 0.975 0.684 +0+S+H 0.975 0.684 +0+0.750Lr40.750L+H 2.327 1.583 +D+0.750L+0.750S+H 2.327 1.583 +0+0.60W+H 0.975 0.684 + D+0.70E+H 0.975 0.684 +0+0.750Lr+0.750L+0.450W+11 2.327 1.583 +0+0.750L+0.750S+0.450W41 2.327 1.583 +040.750L+0.750S+0.5250E+H 2.327 1.583 +0.60D+0.60W+0.60H 0.585 0.411 +0.60D+0,70E+0.60H 0.585 0.411 D Only 0.975 0.684 Lr Only L Only 1.802 1.198 S Only W Only E Only H Only 26 , , • Title Block Line 1 You can change this area using the "Settings" menu item and then using the Printing & Title Block" selection. Title Block Line 6 Project Title: Engineer: Project ID: Project Descr: Printed: 3 JUN 2019, 3:44PM Wood Column uc.#: KW-06009431 DESCRIPTION: COL #1 Code References File = CAUsers1Pasko21DropboACKPROJ-112019119-030-21CALCSIGRAVITY CALCS.ec6 are copyright ENERCALC, INC, 1983-2019, Build:10.19.1.30 . CK Engineering LLC Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combinations Used : IBC 2015 General Information Analysis Method : Allowable Stress Design End Fixities Top & Bottom Pinned Overall Column Height ( Used for non -slender calculations) Wood Species Hem Fir Wood Grade Fb + Fb - Fc PI Fc Perp No.2 850 psi 850 psi 1300 psi 405 psi Fv Ft Density 10.0 ft 150 psi 525 psi 26.84 pcf Wood Section Name Wood Grading/Manuf. Wood Member Type Exact Width Exact Depth Area Ix ly E : Modulus of Elasticity ... x-x Bending y-y Bending Axial Basic 1300 1300 1300 ksi Minimum 470 470 Applied Loads Column self weight included : 22.833 Ibs * Dead Load Factor AXIAL LOADS ... BM #1 & BM #2: Axial Load at 10.0 ft, D = 0.60, L = 1.410 k DESIGN SUMMARY 4x4 Graded Lumber Sawn 3.50 in Allow Stress Modification Factors 3.50 in 12.250 in^2 12.505 inA4 12.505 inA4 Cf or Cv for Bending 1.50 Cf or Cv for Compression 1.150 Cf or Cv for Tension 1.50 Cm : Wet Use Factor Ct : Temperature Factor Cfu : Flat Use Factor Kf : Built-up columns Use Cr : Repetitive ? 1.0 1.0 1.0 1.0 NDS 15.3.2 No Brace condition for deflection (buckling) along columns : X-X (width) axis : Unbraced Length for buckling ABOUT Y-Y Axis = 10.0 ft, K = 1. Y-Y (depth) axis : tinbraced Length for buckling ABOUT X-X Axis = 10.0 ft, K = 1. Service loads entered. Load Factors will be applied for calculations. Bending & Shear Check Results PASS Max. Axial+Bending Stress Ratio = Load Combination Goveming NDS Forumla Location of max.above base At maximum location values are,.. Applied Axial Applied Mx Applied My Fc : Allowable PASS Maximum Shear Stress Ratio = Load Combination Location of max.above base Applied Design Shear Allowable Shear Load Combination Results 0.5316 :1 +D+L+H Comp Only, fc/Fc' 0.0 ft 2,033 k 0.0 k-ft 0.0 k-ft 312.179 psi 0.0 : 1 +0.60D+0.70E+0,60H 10.0 ft 0.0 psi 240.0 psi Maximum SERVICE Lateral Load Reactions .. Top along Y-Y 0.0 k Bottom along Y-Y 0.0 k Top along X-X 0.0 k Bottom along X-X 0.0 k Maximum SERVICE Load Lateral Deflections Along Y-Y 0.0 in at 0.0 ft above base for load combination n/a Along X-X 0.0 in at 0.0 ft above base for load combination : n/a Other Factors used to calculate allowable stresses ... Bending Compression Tension Load Combination +D+H +D+L+H +D+Lr+H +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+0.750L+0.450W+H +D+0.750L+0.7505+0.450W+H +D+0.750L+0.7505+0.5250E+H +0.60D+0.60W+0.60H CD Cp 0.900 1.000 1.250 1.150 1.250 1.150 1.600 1.600 1.600 1.600 1.600 1.600 0.230 0.209 0.169 0.183 0.169 0.183 0.133 0.133 0.133 0.133 0.133 0.133 Maximum Axial + Bending Stress Ratios Stress Ratio Status Location 0.1640 0.5316 0.1610 0.1616 0.4343 0.4361 0.1595 0.1595 0.4302 0.4302 0.4302 0.09568 PASS PASS PASS PASS PASS PASS PASS PASS PASS PASS PASS PASS Maximum Shear Ratios Stress Ratio Status Location 0.0 ft 0.0 PASS 10.0 ft 0.0 ft 0.0 PASS 10.0 ft 0.0 ft 0.0 PASS 10.0 ft 0.0 ft 0.0 PASS 10.0 ft 0.0 ft 0.0 PASS 10.0 ft 0.0 ft 0.0 PASS 10.0 ft 0.0 ft 0.0 PASS 10.0 ft 0.0 ft 0.0 PASS 10.0 ft 0.0 ft 0.0 PASS 10.0 ft 0.0ft 0.0 PASS 10.0 ft 0.0ft 0.0 PASS 10.0 ft 0.0 ft 0.0 PASS 10.0 ft 27 Title Block Line 1 You can change this area using the "Settings" menu item and then using the Printing & Title Block" selection. Title Block Line 6 Wood Column Lic, # KW-06009431 DESCRIPTION: COL #1 Load Combination Results Project Title: Engineer: Project ID: Project Descr: Printed: 3 JUN 2019, 3:44PM File = ClUserskPaskonropboxICKPROJ-112019119-030--21CALCSIGRAVITY CALCS.ec6 Software copyright ENERCALC, INC. 1 19, Build:10,19,1,30 . Load Combination +0.60D+0.70E+0.60H Maximum Reactions Load Combination +D+H +D+L+H +D+Lr+H +0+S+H +040.750Lr+0.750L+H +0+0,750L+0.750S+H +0+0.60W+H +0+0,70E+11 +D+0.750Lr+3.750L+0.450W+H 40+0.750L+0.750S+0.450W+H +0+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 Maximum Deflections for Load Combinations D C p 1.600 0.133 Maximum Axial + Bending Stress Ratios Stress Ratio Status Location 0.09568 PASS 0.0 ft X-X Ads Reaction k Y-Y Axis Reaction Axial Reaction @ Base @ Top @ Base @ Top @ Base Maximum Shear Ratios Stress Ratio Status Location 0.0 PASS 10.0 ft Note: Only non -zero reactions are listed. My - End Moments k-ft Mx - End Moments @ Base @ Top @ Base @ Top 0.623 2.033 0.623 0.623 1.680 1.680 0.623 0.623 1.680 1.680 1.680 0.374 0.374 0.623 1.410 Load Combination Max. X-X Deflection Distance Max. Y-Y Deflection Distance +D+H +0+L+H +0+1,r+H +D+S+H +D+0.750Lr+0.750L+H +0+0.750L+0.750S+H +D+0.60W+H +0+0.70E+H +0+0.750Lr+0.750L+0.450W41 +0+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 0.0000 in 0.0000 in 0.0000 in 0.0000 in 0.0000 in 0.0000 in 0.0000 in 0.0000 in 0.0000 in 0.0000 in 0.0000 in 0.0000 in 0.0000 in 0.0000 in 0.0000 in 0.0000 in 0.0000 in 0.0000 in 0.0000 in 0.0000 in 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0,000 ft 0,000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0,000 in 0.000 in 0,000 in 0,000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 28 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Wood Column Project Title: Engineer: Project ID: Project Descr: Printed: 3 JUN 2019, 3:44PM Fite = C:\Users\Pasko2\Dropbax\CKPROJ-1\2019119-030-2\CALCS\GRAVITY CALCS.ec6 . Software copyright ENERCALC, INC. 1983-2019, Build:10.19.1.30 . Lic. # : KW-06009431 CK Engineering LLC DESCRIPTION: COL #1 Sketches 3.50 in +x 20t]h 2.0rk 29 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 General Footing Lic. # : KW-06009431 DESCRIPTION: FTNG #1 Code References Project Title: Engineer: Project ID: Project Descr: Printed: 3 JUN 2019, 4:11PM File = C:\Users\Pasko2\Dropbox\CKPROJ-1\2019\19-030-2\CALCS\GRAVITY CALCS.ec6 . Software copyright ENERCALC, INC. 1983-2019, Build:10.19.1.30 . CK Engineering LLC Calculations per ACI 318-14, IBC 2015, CBC 2016, ASCE 7-10 Load Combinations Used : IBC 2015 General Information Material Properties fc : Concrete 28 day strength fy : Rebar Yield Ec : Concrete Elastic Modulus Concrete Density W Values Flexure Shear Analysis Settings Min Steel % Bending Reinf. Min Allow % Temp Reinf. Min. Overturning Safety Factor Min. Sliding Safety Factor Add Ftg Wt for Soil Pressure Use ftg wt for stability, moments & shears Add Pedestal Wt for Soil Pressure Use Pedestal wt for stability, mom & shear Dimensions 2.50 ksi = 40.0 ksi 3,122.0 ksi 145.0 pcf = 0.90 0.750 0.00180 1.0:1 1.0:1 Yes Yes No No Soil Design Values Allowable Soil Bearing Increase Bearing By Footing Weight Soil Passive Resistance (for Sliding) Soil/Concrete Friction Coeff. Increases based on footing Depth Footing base depth below soil surface Allow press. increase per foot of depth when footing base is below Increases based on footing plan dimension Allowable pressure increase per foot of depth when max. length or width is greater than 1.50 ksf = No = 150.0 pcf 0.250 0.0 ft 0.0 ksf 0.0 ft 0.0 ksf 0.0 ft Width parallel to X-X Axis Length parallel to Z-Z Axis Footing Thickness Pedestal dimensions... px : parallel to X-X Axis pz : parallel to Z-Z Axis = Height Rebar Centerline to Edge of Concrete... at Bottom of footing = Reinforcing 1.50 ft 1.50 ft 8.0 in 0.0 in 0.0 in 0.0 in 3.0 in Bars parallel to X-X Axis Number of Bars = 2 Reinforcing Bar Size = # 4 Bars parallel to Z-Z Axis Number of Bars = 2 Reinforcing Bar Size = # 4 Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer Separation # Bars required within zone # Bars required on each side of zone Applied Loads P : Column Load OB : Overburden M-xx M-zz V-x V-z n/a n/a n/a D Lr X-X Section Looking to +Z L S w X Z-Z Section Looking to +X E H 0.60 0.0 2.250 0.0 0.0 0.0 0.0 k 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ksf 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 k-ft 0.0 k-ft 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 k 0.0 k 30 Title Block Line 1 You can change this area using the "Settings" menu item and then using the Printing & Title Block" selection. Title Block Line 6 General Footing Lic. # : KW-06009431 DESCRIPTION: FTNG #1 DESIGN SUMMARY Min. Ratio Item Applied Project Title: Engineer: Project ID: Project Descr: Printed: 3 JUN 2019, 4:11PM File = CAUsers1PaskoaDropbox\CKPROJ-112019119-030-21CALCSIGRAVITY CALCS.m6 . Softwa copy ' t ENERCALC, INC. 1983-2019, Build:10.19.1, Capacity Goveming Load Combination PASS PASS PASS PASS PASS PASS PASS PASS PASS PASS PASS PASS PASS PASS PASS 0.9087 n/a n/a n/a n/a n/a 0.1409 0.1409 0.1409 0.1409 0.1408 0.1408 0.1408 0.1408 0.2654 Detailed Results Soil Bearing Overturning - X-X Overturning - Z-Z Sliding - X-X Sliding - Z-Z Uplift Z Flexure (+X) Z Flexure (-X) X Flexure (+Z) X Flexure (-Z) 1-way Shear (+X) 1-way Shear (-X) 1-way Shear (+Z) 1-way Shear (-Z) 2-way Punching 1.363 ksf 0.0 k-ft 0.0 k-ft 0,0 k 0.0 k 0.0 k 0.540 k-ft/ft 0.540 k-ft/ft 0.540 k-ft/ft 0.540 k-ft/ft 10.560 psi 10.560 psi 10.560 psi 10.560 psi 39.813 psi 1.50 ksf 0.0 k-ft 0.0 k-ft 0.0 k 0.0 k 0.0 k 3.833 k-ft/ft 3.833 k-ftift 3.833 k-ft/ft 3.833 k-ft/ft 75.0 psi 75.0 psi 75.0 psi 75.0 psi 150.0 psi +D+L+H about Z-Z axis No Overturning No Overturning No Sliding No Sliding No Uplift +1,20D+0.50Lr+1.60L+1.60H +1,20D+0.50Lr+1.60L+1.60H +1.20D+0,50Lr+1.60L+1.60H +1.20D+0.50Lr+1.60L+1 .60H +1.20D+0.50Lr+1.60L+1.60H +1.20D+0.50Lr+1.60L+1.60H +1,20D+0.50Lr+1.60L+1.60H +1.20D+0.50Lr+1.60L+1.60H +1.20D+0.50Lr+1.60L+1.60H Soil Bearing Rotation Axis & Load Combination... X-X, +D+H X-X, +D+L+H X-X, +D+Lr+H X-X, +D+S+H X-X, +D+0.750Lr+0.750L+H X-X, +D+0.750L+0.750S+H X-X, +0+0.60W+H X-X, +D+0.70E+H X-X. +D+0.750Lr+0.750L+0.450W+H X-X, +D+0.750L+0.750S+0.450W+H X-X. +D+0.750L+0.750S+0,5250E+H X-X, +0.60D+0.60W+0.60H X-X, +0.600+0.70E+0.60H Z-Z, +D+H Z-Z, +D+L+H Z-Z, +D+Lr+H Z-Z, +D+S+H Z-Z. +D+0.750Lr+0.750L+H Z-Z. +D+0.750L+0.750S+H Z-Z, +D+0.60W+H Z-Z. +D+0.70E+H Z-Z, +D+0.750Lr+0.750L+0.450W+H Z-Z, +D+0.750L+0.750S+0.450W+H Z-Z, +D+0.750L+0.750S+0.5250E+H Z-Z, +0.60D+0.60W+0.60H Z-Z. +0.60D+0.70E+0.60H Overturning Stability Gross Allowable Xecc Zecc Actual Soil Bearing Stress @ Location Actual 1 Allow (in) Bottom, -Z Top, +Z Left, -X Right, +X Ratio 1.50 n/a 0.0 0.3633 0.3633 n/a Na 0.242 1.50 n/a 0.0 1.363 1.363 n/a n/a 0.909 1.50 n/a 0.0 0.3633 0.3633 n/a n/a 0.242 1.50 n/a 0.0 0.3633 0.3633 n/a n/a 0.242 1.50 n/a 0.0 1.113 1.113 n/a nla 0.742 1.50 n/a 0.0 1.113 1.113 n/a n/a 0.742 1.50 nia 0.0 0.3633 0.3633 n/a n/a 0.242 1.50 nia 0.0 0.3633 0.3633 n/a n/a 0.242 1.50 n/a 0.0 1.113 1.113 n/a n/a 0.742 1.50 n/a 0.0 1.113 1.113 n/a n/a 0.742 1.50 n/a 0.0 1.113 1.113 n/a n/a 0,742 1.50 n/a 0.0 0.2180 0.2180 n/a n/a 0.145 1.50 n/a 0.0 0.2180 0.2180 n/a n/a 0.145 1.50 0.0 nla n/a nla 0.3633 0.3633 0.242 1.50 0.0 n/a n/a n/a 1.363 1.363 0.909 1.50 0.0 nla n/a nia 0.3633 0.3633 0.242 1.50 0.0 n/a n/a n/a 0.3633 0.3633 0.242 1.50 0.0 nla n/a n/a 1.113 1.113 0.742 1.50 0.0 n/a n/a n/a 1.113 1.113 0.742 1.50 0.0 n/a nla n/a 0.3633 0.3633 0.242 1.50 0.0 n/a n/a n/a 0.3633 0.3633 0.242 1.50 0.0 n/a n/a n/a 1.113 1.113 0.742 1.50 0.0 n/a Na n/a 1.113 1.113 0.742 1.50 0.0 n/a n/a n/a 1.113 1.113 0.742 1.50 0.0 n/a n/a n/a 0.2180 0.2180 0.145 1.50 0.0 n/a n/a n/a 0.2180 0.2180 0.145 Rotation Axis & Load Combination... Footing Has NO Overturning Sliding Stability Force Application Axis Load Combination... Footing Has NO Sliding Overturning Moment Sliding Force Resisting Moment Stability Ratio Status All units k Resisting Force Stability Ratio Status 31 ,. . . Ti8oBlock Line 1 You can change this area using the "Settings^menu item and then using the ^Phntin0& Title Block" selection. Title Block Line 8 General Footing DESCRIPTION: FTNG Footing Flexure Project Title Project ID: Project Descr: Printed: oJuweo19, 4:1/nm nm~ mm9klc��ec6 . oopyrigmENERCALuINC. 1983-m9, Build:10.19.1.30. Flexure Axis & Load Combination Nu Side Tension As Req'd Gvrn.uw Actual As Phi*M, k-k Surface in A 2 inA2 inA2 k-ft X-X,+1,4OO+.60H 0.1050 +Z Bottom 0.1728 Min Temp % 02667 3.833 OK ���0D+1,60H 01050 -Z Bottom 0728 Min Temo% 0.2667 3,833 OK X-X, +1,20O��Lr+1.60L+1,60H 0,540 +Z Bottom 01728 Min TemD % 0.2667 3.833 OK �����Lr+1.60L+1.60H 0.540 -Z Bottom 01728 Min TemD % 0.2667 3.833 OK ���.20D+1.60L+0.50S+1.60H 0.540 +Z Bottom 0728 Min Temp% 0,2667 3.833 OK X-X.+1.2UD+1}0L+8.5OS+1.6OH 0.540 'Z Bottom 0.1728 Min TemnY6 0.2687 3.833 OK X'X.+12OD+1.GOLr+&.S0L+1.8OH 0.2306 +Z Bottom 0.1728 Min Tomn% 02667 3.833 OK X-X.+1.2OD+1.8OLr+O.5OL+1.80H 02306 'Z Bottom 0.1728 Min Temn% 0.2667 3.833 OK X'X.+1.2OD+1.OULp0.S8VY+1.GOH 0890 +Z Bottom 0.1728 Min Tomo% 0.2687 3.833 OK K'X.+1,2OD+1.VOLr+O.5OVY+1.O0H 0.090 'Z Bottom 0.1728 Min Tomn96 0.2667 3.833 UK X-X.+1.2OO~O.50L+1.G0S+1.68H 0.2308 +Z Bottom 0.1728 Min Term) % 0.2667 3.833 OK X,X.+1.2OD+Q.50L+1.00S+1.60M 0.23O8 'Z Bottom 0.1728 Min TemuY6 82667 3.833 OK X'X.+12OD+1.GOS~0.5UW+1,GOH 0.090 ~I Bottom 0.1728 Min Temn% 0.2$67 3833 OK X'X.+1.2OD+1.8OS~0.5OVV+1.8OM 0,080 'I Bottom 0.1728 Min Tomn96 0.2687 3.033 OK X'X.+1.20D+O.50b~0.5OL+N+1.0OH 02306 +Z Bottom 0.1728 Min Temp % 0.2667 3.833 OK X-X.+1.2OD+O.5OLp0.5OL+W+1.HOH 01308 'Z Bottom 0.1728 Min Tomn% 0.2687 3.833 0K X-X.+12OD~8.5UL+O.58S+N+1.G0H 0.2300 +Z Bottom 0.1728 Min Tumu96 0.2867 3.833 OK %'X.+1.2OO+O.5UL+O.50S+0+1.00H 0.2306 'Z Bottom 01728 Min Temp '& 0.2067 3833 OK X-X.+1.2OO+O.S0L+O.7DS+E+1.8UH 0.2306 +Z Bottom 0.1728 Min TomP% 02867 3833 OK X-X.+1.2OD~0.SOL+0.7OS+E+1.6UM 0.2306 'Z 8u8um 01728 Min Ten 9& 0.2687 3.833 0N X'X.~O.0OD+N+0.90M 086750 +Z Bottom 0.1728 Min Tomn% 0.2667 3.833 OK X'K.~8.8OD+m+8.SUH 0.06750 'Z Bottom 0.1728 Min Temo% 0.2667 3.833 ow X-X.~0.30D+E~0.SOH 0.08750 +Z Bottom 01728 Min Ten % 02667 3.833 OK X-X.+U.SOO+E+O.9OH 0.06750 'Z Bottom 01728 Min TomP% 02867 3.833 OK Z-Z.+1.4OD+1.O0M 0.1050 'X Bottom 0.1728 Min Tomo% 02667 3.833 OK Z-Z.+1.4UD+1.00H 0.1050 +X Bottom 0.1728 Min Tomn% 02667 3.833 OK Z-Z.+1.2UD+O.50b+1.6OL+1.GOH 0.540 'X Bottom 01728 Min Temo% 0.2867 3.833 0K Z-Z.+1.20D+O.5VLr+1.G0L+1.GOH 0.640 ~X Bottom 0.1728 Min Temo% 0.2867 3833 OK Z-Z.~1.20D+1.GOL+0.6OS+1.8&H 0.540 'X Bottom 0.1728 Min TumPY6 0.2667 5.833 OK Z-2.+1.20D+1.8VL~A.5O8~1.80M 0.540 +X Bottom 0.1728 Min TnmP% 0.2687 3.833 0K Z-Z.+12OD+1.60Lr+0.5OL+1.GOH 02306 'X Bottom 01728 Min Temp % 0.2887 3.833 OK Z-Z.+1.3OD+1.GQb+O.50L+1.6OH 0,2306 +X Bottom 0.1728 Min Temp % 0.2667 3.833 OK Z-Z.+1.2OD~1.60Lr+0.SOW+1.OUH 0.090 'X Bottom 01728 Min Temp % 0,2687 3.833 OK Z-Z.+1.2OD+1.O0Lp�0.50YV+1.6OM 0.090 +X Bottom 01728 Min Temu96 0.2667 3.033 OK Z-Z.+12OD+O.5OL+1.G0G+1.88H 0.2806 'X Bottom 01728 Min TomoY6 0.2067 3.833 OK Z'Z.+12OD+O.SOL+1.GOS+1.GOM 0.2308 +X Bottom 01728 Min Temp 96 0.2667 3.833 Vu Z-Z.+1.20D+i.6OS+O.S0N+1.GOH 0.090 'X Bottom 0.1728 Min Tomo96 0.2667 3.833 OK Z'Z.+1.2UD+1.G0S+O.60W+1.6OH 0.O90 ~X Bottom 01728 Min TemoYk 0.2667 3333 OK Z-Z,+1.20D+0.5OLp0.SVL+m+1,GOM 0.2306 'X Bottom 0.1728 Min Temp % 8.0687 3.033 OK Z'Z.+12OD+O.50b+0.5OL+0+1.GOM 0,2306 ~� Bottom 0.1728 Min TomP% 0.2687 3.833 OK Z'Z.+1.20D+O.5OL+O.5OS+W+1.V0H 0.2308 'X Bottom 01738 Min TomoY6 0.2687 3.833 OK Z-Z.+1.2OD+O.SOL+8.5OS+W+1.6OH 0.2308 +K Bottom 0.1728 Min Temn% 0.2667 3.833 OK Z-Z.+1.28D+O.5OL+0JUS+E+1.8OM 0.23G6 'X Bottom 0.1728 Min Tomu96 0.2687 3.833 0K IZ.~1.2OD+D.5OL~0.7OS+E+1.0OM 02306 ~X Bottom 0.1728 Min Tomo% 0.2667 3.833 0K 2'Z.+O.90D+W+O.9OM 0.06750 'X Bottom 0.1728 Min TomoY6 0.2667 3.833 OK Z-Z.+O30D~W+0.88H H6750 ~X Bottom 0.1728 Min Temo% 0.2667 3.833 OK Z-I.+O.8OD+E+O.00H 0.06750 'X Bottom 01728 Min Temo96 0.2667 3.833 OK Z-Z.+O.90V+E~O.90H 0.06750 +X Bottom 0.1728 Min TemnY6 0.2687 3.833 0K One Way Shear Load Combination- vu @ -X Vu @ +X Vu@ -Z Vu @ +Z VuMax Phi Vn Vu/Phl*Vn Status +1 A0D .60H 285Psi 2.05 Psi 2.05 Psi 2.05 Psi 2.05 Psi 75%0Psi 0,08 OK +1.20D+0.50U+1.60L+.60H 10,56nsi 10.58osi 10.56nsi 10.56osi 10.56osi 75I0usi 0.14 OK ~1.20D+1.60L+0.50S+1.60H 10.56osi 10.58*d 10.56nsi 10.56os! 10.56wd 75.00md 0.14 OK +1.20D+1.6OLr+8.60L+1.80H 4.51nx\ 4.51oai 4.0 noi 4.51 osi 4.51PN 75.00nai 0.06 OK ~1.20D+1.6OLr+0.50W+1.60H 1.76 Psi 1.76osi 1.76osi 1.76osi 1,76nsi 75.00osi 0.02 VN +1.20U�.50L+1.60SH.60H 4.51Psi 4.51md 4.51 Psi 4.51Psi 4.51Psi 75.00msi 0.06 OK ~1.20D+1.60S~8.50W+ .G0M 1J6nsi 1.76md 1J6ud 1J0osi 178md 75{0usi 0.02 OK +1.20D~0.50Lr+0.50L+w~1.60H 4.51noi 4.51nsi 4.51oo| 4.8oai 4.51ooi 75.00nsi 0.08 V% +1.20D~8.50L+0.50S+YV+1.60H 4.51md 4.51osi 4.51nsi 4.51osi 4.51osi 75{0msi 088 OK ~120D~0.50L~8.70S~E+1.60H 4.51noi 4.51noi 4.51 osi 4.51 ooi 4.51nsi 75.00nsi 0.00 OK +0.90D+W+0.90H 1.32osi 1.32msi 132osi 1.32osi 1.32mg 75{0msi 082 OK 32 ° ^Title block Line You can change this area using the "GoVngs�menu item and then using the ^PhnUnD& Title Block" selection. Title Block Line G General Footing One Way Shear Project Title: Project ID: Project Descr: pnmoo 3Juw2019, *11pw Load Combination... Vu @ -X Vu @ +X Vu@ -Z Vu@ +Z WuMax PhiVn Vu/Phi*Vn Status +0.90D+E+8.90H 122osi 1.32Psi 1.32md 1,32usi 1.32nsi 75.00md 082 OK Two -Way ^PunmhinQ^Shear All units » LoadCombination...Vu Ph|*Vh Vu/Ph|^Vn Status +1.40D+1,60H lMwd 150,OOcsi 0.05161 Cm +1.20D+8.50Lr+1f0L+1.60M 33.81osi 15010osi 0.2054 OK +1200+1.60L@.50S+1.60H 38.81 oai 150l0ooi 0,2054 OK +1.20D+1.60Lp0.50L+1.60H 17.00oai 150.00oai 01134 CK +1.20D~1.60Lp+0.50VV+1.60H 6.84nsi 150-00nai 0.04424 0K +1200+0.50L+1.60S+1.60H 17.00osi 150.00oyi 0.1134 OK +120D~1.60G~8.58YV+1.60M 0.64 osi 15080ooi 0.84424 OK ~1.20D+0.5ULp0.50L+W+1.60H 17.0800i 158,00nvi 0.1134 OK ~120O~8.50L+0.50S+W+ f0H 17I0 ud 150.001)d 0.1134 0K +1.20D+0.50L+070S+E+1.60H 17.00noi 150.00ooi 01134 0K ~0.80O+W+8.90H 4.98oui 150.00nai 0.03318 OK +0.80D+E~0.80H 4.8800i 158Muoi 0.03318 OK 33 ��Ofinny 1 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0226 DATE: 09/19/2019 PROJECT NAME: PROGRESSIVE MEDICAL SERVICES 1INC SITE ADDRESS: 12607 E MARGINAL WAY S Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 2 Revision # after Permit Issued DEPARTMENTS: p-J IriMG �I Building Division it? ot Public Works Fire Prevention Structural n PRELIMINARY REVIEW: Planning Division n Permit Coordinator DATE: 09/24/19 Not Applicable ❑ Structural Review Required (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required n Approved with Conditions Denied (corrections entered in Reviews) (ie • Zoni g Issues) Notation: r'^'t 1 v6tA gfk DUE DATE:. 10/22/2019 M REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc Date: 9/ Lil Response to Incomplete Letter # Plan Check/Permit Number: D19- 0 226.4 Response to Correction Letter # Revision # before Permit is Issued LJ Revision # after Permit is Issued E] Revision requested by a City Building Inspector or Plans Examiner [11 Deferred Submittal # Project Name: IZ607 Er. AA a 0 /1164.1 Project Address: / Z 07 NI a tAf Contact Person: e t a /VOW Summary of Revision: GOI'acliVo. Ote:a14-tvvic- - Re / e v\cbt.k ecy—te3 # 101 , RECEIVED CITY OF TUKWILA SEP 1 9 2019 PERMIT CENTER Ti-';la (01/4/A 981gg T IAA cok w A Phone Number: LI 2 f.5 -Li 9 9,6 cI4 Eyicz. per re ot frte c Feblie Noi 45 Vtri-t Al be_ 1)0 ani b n to Sheet Number(s): "Cloud" or highlight all areas of revision including date revision Received at the City of Tukwila Permit Center b afitiletei Entered in TRAKiT on / 9 C:11.1sers\Kandace-N1AppData‘Local \Microsoft \Windows \1NetCache Tontent,Outlook\QB518YWORevision Submittal Form.doc Revised: August 2019 0 City of Tukwila Department of Community Development September 19, 2019 REZA NOUR 11430 79TH WAY NE KIRKLAND, WA 98034 RE: Correction Letter # 2 DEVELOPMENT Permit Application Number D19-0226 PROGRESSIVE MEDICAL SERVICES INC - 12607 E MARGINAL WAY S Dear REZA NOUR, Allan Ekberg, 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 - C DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to a preferably maximum size of 24x36. all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "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" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. Plans are missing the specific details and material specifications for the ramp and front stair. Please provide ramp details with all materials indicated and specify ramp slope. Provide dimensions for all details to include stair tread rise and run per code. 2. Some of the sheets are not stamped and signed. All plan sheets produced by the design professional or engineer shall be stamped, signed and engineer shall include date of signature. See general note above. Note: Contingent on response to these corrections, further plan review may request for additional corrections. PW - C DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • I. Site plan lists 7566 sq ft as TOTAL PROPOSED IMPERVIOUS SURFACES under Existing Impervious Surfaces tabulation. Please explain where these impervious surfaces are and what the consist of. Mark location of the proposed impervious surfaces on plan. 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. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 f•••• oseiN To better expedite your resubmitmi, a 'Revision Submittal Sheet' must accompanYWery 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. Sincgely, aMIC1-fi ./deC,19 Ka dace Nichols Permit Technician File No. D19-0226 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY. PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0226 DATE: 09/04/19 PROJECT NAME: PROGRESSIVE MEDICAL SERVICES INC SITE ADDRESS: 12607 E MARGINAL WAY S Original Plan Submittal X Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: kdingeioffi 61- 1-1 Public Works 7/) FirePrevention Prevention Structural 1Y\ avoll Planning Permit Coordinator It PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 09/05/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Corrections Required Denied (corrections entered in Reviews)(ie: Zoning Issues) DUE DATE: 10/03/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Ki Fire D Ping Staff Initials: 12/18/2013 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.Tukwi1aWA.gov Revision submittals must be submitted in person at the Permit Ceater. Revisions will not be accepted through the mail, fax, etc. Date:9/3/2019 Plan Check/Permit Number: D19-0226 El Response to Incomplete Letter # Response to Correction Letter # 1 Revision # after Peimit is Issued El Revision requested by a City Building Inspector or Plans Examiner • Deferred Submittal # Project Name: Progressive Medical Services Inc Project Address: 12607 E Marginal Way S Contact Person: Reza Nour Phone Number: 4258914425 Summary of Revision: • Revised accessible ramp • Detail added for ADA complient bathroom RECEIVED CITY OF TUKWILA • Fire alarm system upgrade • Calculation for usable floor area has been added SEP 0 4 2019 • Plan is updated with existing parking PERMIT CENTER Public works related questions are responded and addressed as below: • Plans of the project have been sent to Dylan Bailey for review. • The only work being proposed outside the building envelope is the relocation of an accessible ramp. • The scope of work in this project is a change of use from Group R to Group B. The building was previously used as a church, but a change of use was never completed. • The building is currently unoccupied in preparation for this remodel. However, it was occupied until the current owner purchased it two months ago. CAUsersaachelle-R1AppData \LocallMicrosoft \Windows UNetCache\Content.Outlook 11C7KVIKSARevision Submittal Form5249.doc Revised: August 2015 Received at the City of Tukwila Permit Center by: 0 Entered in TRAKiT on City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.Tukwi a A.gov REVISION SUBMITTAL • Progressive Medical Services is a delivery service. They transport medical supplies from one location to another. There will be no more than 5 employees in the building at any given time and there is no public traffic. RECEIVE° CITY or TUKWILA SEP 0 4 2019 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including con/ C: \Users0kachelle-R\AppData \Local \Microsoft \ Windows \INetCache1Content.Outlook W7KV1KSARevision Submittal Forrn5249.doc Revised: August 2015 191OS36mAve VV,Ste ZOS'Lvnnwood'VVA9U036Phone: (4ZS)4U2'6OS3'hdnxv@comcast.net September I2019 Subject: Progressive Medical Services INC Permit Number: 019'O22G Towhom itmay concern , This |�terixinresponse toyour corrections. Building Department Comments: 1 The accessible entrances have been revised. The main public entrance is served by an accessible ramp and stairs. The new proposed entrance on the north side of the building has been labeled as private entrance. Z The existing restroom is already ADA compliant, however I have added the required details and interior elevations on page D1. I've also added details for the kitchen as well as the accessible door hardware. Fire Department Comments: 1. The building was previously used as a church. it appears that a change of use was never completed. The new proposed use will beoffice space. 2. The building iscurrently equipped with a fire alarm system. |twill besurveyed for code compliance and brought up10current code |fneeded. Planning Department: L The calculation for usable floor area has been added, 2. An updated site plan has been added to the set showing the existing parking. Public Works Department: 1 Plans of the project have been sent toDylan Bailey for review. 2. The only work being proposed outside the building envelope is the relocation of an accessible ramp. 3. The scope of work in this project is a change of use from Group R to Group B. The building was previously used asochurch, but achange ofuse was never completed. 4. The building is currently unoccupied in preparation for this remodel. However, it was occupied until the current owner purchased ittwo months ago. 5. Progressive Medical Services is a delivery service. They transport medical supplies from one location to another. There will be no more than 5 employees in the building at any given time and there isnopublic traffic. �� ���U���� ��.~~.°=°°~`, ~,�Y OF TUKWIUA ��PO���� w`�� ~ ^ u�,� PERMIT CENTER | hope all issues have been addressed toyour satisfaction. If there are any questions orcomments, please contact this off ice at the number provided below. Sincereky, Chris Leonard 'Designer Home Designs Northwest City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director August 01, 2019 REZA NOUR 11430 79TH WAY NE KIRKLAND, WA 98034 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D 19-0226 PROGRESSIVE MEDICAL SERVICES INC - 12607 E MARGINAL WAY S Dear REZA NOUR, 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 INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "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" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. The plan shows the accessible entrance entering the building through a conference room, break room to access the receptionist rather than entering the main public entrance to the reception room. At least 60 percent of all public entrances shall be accessible. Revise plan to show the accessible entrance located at the main public entrance. (IBC 1105.1) 2. Provide details and specifications for accessible elements and signs. At least one bathroom shall be accessible. Show grab bars and other accessible maneuvering clearances for the bathroom. Verify wheelchair access to the bathroom meets maneuverability by the shower. Include details for the kitchen cabinets and sink to show compliance with accessibility. Specify accessible door hardware. (IBC 1109.2 and 2009 ANSI Chapter 6) Note: Contingent on response to these corrections, further plan review may request for additional corrections. FIRE DEPARTMENT: Al Metzler at 206-971-8718 if you have questions regarding these comments. • It appears that this is an existing single family residence that is proposed to be now used as an office. This would be a change of use and occupancy classification from a Group R occupancy to a Group B occupancy. However, the change of use question on the permit application was not answered and left blank. Please clarify. Is the building equipped with a fire sprinkler system? Is there a fire alarm system? The fire protection section on the permit application was left blank. Please clarify. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 0 PLANNING DEPARTMENT: Meredith Sampson at (206)-431-3661 if you have questions regarding these comments. 1. Show calculation for usable floor area as defined by TMC 18.06.863. 2. Clearly show existing parking on site plan. Medical offices require 3 parking spaces per 1,000 square feet of usable floor area. PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • 1) Since water service is not provided by the City of Tukwila, applicant shall submit plans to Water District 125 for review for water cross -connection requirements. Contact Mr. Dylan Bailey, phone (206) 242-9547, email DylanBailey@waterdisrict125.com 2) Is there going to be any work outside the building envelope? 3) Please provide a brief narrative: a) is this building vacant, if yes for how long b) who was the previous tenant, what kind of business were they operating c) describe Progressive Medical Services Inc business operations in order for Public Works to determine if Traffic Concurrency Certificate Application and Traffic Mitigation are applicable for this proposal. 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. Sincerely, 7)711 Bill Rambo Permit Technician File No. D19-0226 6300 Sauthcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-4 -3670 • Fax 206-431-3665 PERMIT COORD CV( PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0226 DATE: 07/12/19 PROJECT NAME: PROGRESSIVE MEDICAL SERVICES INC SITE ADDRESS: 12607 E MARGINAL WAY S X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPART ENTS: Building Div ion 11(4 C)*I- Public Works 4v1 CoriR Govf-- 1111°1 Fire Prevention Planning Division Structural Permit Coordinator al PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 07/16/19 Structural Review Required REVIEWER'S INITIALS: DATE: r APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 08/13/19 Approved with Conditions ri Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 9-1 Ct Departments issued corrections: Bldg di Fire Ping PW Staff Initials: 12/18/2013 REZ CONSTRUCTION Page 1 of 2 Home. 1.,..s1)ilfiol Contact Safety & Health Washington State Department of Labor & Industries Claims & Insurance Search L&I A-Z lalex Help Workplace Rights REZ CONSTRUCTION Owner or tradesperson Principals Nour Mohammadi, Ali Reza, PARTNER/MEMBER Doing business as REZ CONSTRUCTION WA UBI No. 604 194 701 Parent company AFSANEH K & REZA N LLC 11430 79th Way NE KIRKLAND, WA 98034 425-891-4425 KING County Business type Limited Liability Company Governing persons AFSANEH KARBASIAN ALI REZA NOUR MOHAMMADI: License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. REZCOC*8237C Effective — expiration 10/03/2018— 10/03/2020 Bond Wesco insurance Co Bond account no. 46WB094631 Received by L&I 10/03/2018 Insurance Security National Insurance Policy no. NA154936201 Received by L&I 05/14/2019 Security National Insurance Policy no. NA154936200 Received by L&I Active Meets current requirements. $12,000 00 Effective date 10/03/2018 Expiration date Until Canceled $1,000,000.00 Effective date 05/18/2019 Expiration date 05/18/2020 $1,000,000.00 Effective date kv, L&I Trades & Licensing Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=604194701&LIC=REZCOC*8237C&SAW= 9/30/2019 REZ CONSTRUCTION 05/14/2019 Saab% 05/17/2018 Expiration date 05/17/2020 Page 2 of 2 Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Certifications & Endorsements OMWBE Certifications No active certifications exist for this business, Apprentice Training Agent Not allowed to have apprentices. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workerscomp premiums. L&I Account ID 677,742-00 Doing business as REZ CONSTRUCTION Estimated workers reported Quarter 2 of Year 2019 "0" Workers L&I account contact T3 / NATHAN KOZAK (360)026-6243 - Email: KOZN235@ini,wa.gov Account is current. Public Works Requirements Verify the contractor is eligible to perform work on public works projects. Required Training— Effective July 1, 2019 Needs to complete training. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. rf.:r Washington State Dept, of Labor & InOustries. Use of This site is subject to the laws of the slate of Washington, Help us improve httns://secure lni.wa.pov/verifv/Detail.asox?UBI-604194701&LIC=REZCOC*8237C&SAW= 9/30/2019 C501 General. C50I.1 Scope The provisions of thla chapter shall control the alteration, repair, addition and change of occupancy of existing buildings and structures. C5012 xlattn buildings. Ex t as s edfled in this chapter, this code shall not bye used to require the removal, alteration or abandonment of, nor prevent the continued use and maintenance of an extsttn buildin or building system lawfully in existence at the time or adoption of this code. C5013 Maintenance. Buildinge and structures, and parts thereof, shall be maintained in a safe and sanitary condition, Devtcea and ey.tems which are required by this code shall be maintained in conformance with the code edition under which Installed. The owner or the owner's authorized agent shall be responsible for the maintenance of buildings and structures. The requirements of this chapter shall not provide the basis for removal or abrogation of energy conservation, fire protection and safety systems and devices in existing structures. C501A Compliance. Alterations, repairs, additions and changes of occupancy to, or relocation of, existing buildings and structures shall comply with the provisions ror alterations, repalro, additions and changes or occupancy or relocation, respectively, in the international Building Code, International Fire Code, International Fuel Gas Code, International Mechanical Code, Uniform Plumbing Code, and NFPA 10. C5015 New and replacemert materials. Except as otherwise required or permitted by this code, materials permitted by the applicable code for new construction shall be used. Like materials shall be permitted for repairs, provided no hazard to life, health or property is created. Hazardous materials shall not be used where the code for new construction would not permit their use in buildings of similar occupancy, purpose and location. C501.6 Historic buildings. The building official may modify the specific requirements of this code for historic buildings and require alternate provisions which will result in a reasonable degree of energy efficiency. This modification may be allowed For those buildings or structures that are listed in the state or national register of historic placest designated as a historic property under local or state designation law or surveys certifled as a contributing resource with a national register listed or locally designated historic distl^tctt or with an opinion or certification that inns property is eligible to be listed on the national or state registers or historic places either Individuals or as a contributing building to a historic district by the state historic preservation officer or the keeper of the national register of historic places. SECTION CSW ADDITIONS, C502.1 General. Additions to an existing building, building system or portion thereof shall conform to the provisions of this code as they relate to new construction without requiring the unaltered portion of the existing building or building system to comply with this code. Addittono shall not create an unsafe or hazardous condition or overload existing building systems. An addition shall be deemed to comply with this code If the addition alone complies or if the existing building and addition comply with this code as a single building. Additions shall comply with Section C5022. 05022 Prescriptive compliance. Additions .bait comply with Sections C5022.1 through C5022.62. 05022.1 Vertical fenestration. Additions with vertical fenestration that results In a total building vertical fenestration area less than or equal to that specified to Section C402.4.1 shall comply with Section C402A. Additions with vertical fenestration that results In a total building vertical fenestration area greater than that specified to Section C402.4.1 shall comply with one of the following: 1. Vertical fenestration alternate per Section C402.4.1.1 or C402.4.13 fort addition he did ion only. 2. Component performance option with target area adjustment per Section C402.15 or the total building performance option in Section C401 for the whole building. C50222 Skylight area. Additions with skylights that result in a total building skylight area less than or equal to that specified in Section C402.4.1 shalt comply with Section C402.4. Additions with skylights that result in a total building skylight area greater than that specified In Section C402.4.1 shall comply with the component performance option with the target area adjustment per Section 0402.15 or the total building performance option In Section C401 for the whole bulldtng.C50223 Building mechanical systems. New mechanical aygstems and equipment serving the building hosting cooling or ventilatton needs, that are part of the addition, shall comply with Section C403. C5022.4 Service water heating systems. New service water -heating equipment, controls and service water heating PP9 comply piping shall I with Section C404. C5022.5 Poole and permanent spas. New pools and permanent spas .hall cornpy I with Section C404.11. 05022.6 Lighting and power systems. New Iighting systems that are installed as part of the addition shalt comply with Section C405. 0502.2.6.1 Interior lighting power. The total interior lighting power for the addition shalt comply with Section C405.42 for the addition alone, or the existing building and the addition shall comply as a single building. 05022b2 Exterior lighting power. The total exterior lighting power for the addition shall comply with Section C405.5.1 for the addition alone, or the existing building and the addition shall comply as a single building. 05022.1 Refrigeration systems. New refrigerated spaces and refrlgeration equipment shall comply with Section C410. SECTION CW3 ALTERATIONS, '•503.I el,�teertiosto brmnci twith the rezjeeof the aode for new construction. Alterations shall be such that the existing building or structure is no less Conforming with the provisions of this code than the existing building or structure was prior to the alteration. Alterations to an extsttng building, building system or portion thereof shall conform to the provisions of this code as they relate to new construction without requiring the unaltered portions of the existing building or buliding system to comply with this code. Alterations shall not create an unsafe or hazardous condition or overload existing building systems. Exception: The following alterations need not comply with the requirements for new construction provided the energy use of the building Is not Increased: I. Storm windows installed over existing fenestration. 2.Surfaca applied window film installed on existing single pane fenestration assemblies to reduce solar heat gain provided the code does not require the glazing fenestration to be replaced. 3.Exleting ceiling wall or floor cavities exposed during construction provided that these cavities are Insulated to full depth with insulation having a minimum nominal value of R-3.0 per inch installed per Section C402, 4. Construction where the existing roof, wall or floor cavity is not exposed. 5.Roof recover. 6Air barriers snail not be required For roof recover and roof replacement where the alterations or renovations to the building do not include alterations, renovations or repairs to the remainder of the building envelope. i.Replacerrent of existing doors that separate conditioned space From the exterior shall not require the installation of a vestibule or revolving door, provided however that an existing vestibule that separates a conditioned I from the exterior shall not be removed. C5032 Change in apace conditioning. An nonconditioned space that is altered to become conditioned space or saint -heated space shall be required to be brought into full compliance with this code. Any semi -heated space that to altered to become Condit of space shall be required to be brought Into Full compliance with this code. Exception: Where the component performance building envelope option to Section C402JB to used to comply with this Section, the Proposed UA to allowed to be up to 110 percent of the Target UA. ttlhere the total building performance option to Section C401 is used to comply with this section, the annual energy consumption of the proposed design is allowed to be 110 percent of the annual energy consumption otherwise allowed by Section C4013. C5033 Building envelope. New building envelope assemblies that are part of the alteration shall comply with Sections C402.1 through C4025 as applicable. Ex tton: Air leakage testingis not required for alt�lono and repairrs, unless the project includes a change In space conditioning according to Section C5032 or a change of occupancy or use according to Section G505.1. C5033.1 Poor replacement. Roof replacements shall comply with Table C402.13 or C40214 where the existing roof assembly is part of the building thermal envelope and contains Insulation entirely above the roof deck C50332 Vertical Fenestration. The addition of vertical fenestration that results in a total building vertical fenestration area less than or equal to that specified In Section C402.4.1 shall comply with Section C402A. Alterations that result In a total building vertical Fenestration area greater than specified in Section C402.4.1 shall comply with one OF the Following: I. Vertical fenestration alternate per Section C402.13 for the new vertical fenestration added. 2. Vertical fenestration alternate per Section C402.4A for the area adjacent to the new vertical Fenestration added. 3.Componerit performance option with target area adjustment per Section C402JB or the total building performance option to Section C401 for the whole building. C50332.1 Application to replacement fenestration products. litere some or all f an existing fenestration unit Is replaced with a new Fenestration product, including son h and glazing, the replacement fenestration unit shall meet the applicable requirements for U-factor and SHGC in Table C402.4. Exception: An area -weighted average of the U-factor of replacement fenestration products being Installed in the building for each fenestration product category listed in Table C402.4 shall be permitted to satisfy the U-factor requirements for each fenestration product category listed In Table C402A. Individual fenestration products from different product categories listed in Table C402A snail not be combined in calculating the area -weighted average U-Factor. C50333 Skylight area, The addition of skylights that results in a total building skylight area less than or equal to that specified In Section C402.4.1 shall comply with Section C402A. Alterations that result in a total building skylight area greater than that specified In Section C402AJ shall comply with the component performance option with target area adjustment per Section C402.15 or the total buliding performance option to Section C401 for the whole building. C503.4 Mechanical aVaLams. Those parts of �y systems which are altered or rep laced .hail compp)V with Sectlon F. Addition. or a[tehaiiona shall not be made to an exlstin mechanical s stem that will cause the exist rfgiq mechanical s item to become out of compliance. Exception: xisting mechanical systems which are altered or where part. of the system are replaced are not required to be modified to comply with Section 04034, as long as mechanical cooling is not added to the system. All new systems in existing buildingscka, including packaged unitary equipment and paged spilt systems, shall comply with Section C403. Where mechanical cooling is added to a space that was not previously cooled, the mechanical C4033 system aha II comply with either Section C40310 or Exceptions: 1. Alternate designs that are not in full compliance with this code may be approved when the code official determines that existing building constraints Including but not limited to, available med'anical space, limitations of the extsttng structure, or proximity to adjacent air tntakeslexheuets make full compliance impractical. Alternate designs shall provide alternate energy savings strategte. Including, but not limited to, Demand Control Ventilation or increased mechanical cooling or heating efrtclency above that required by Tables C403230) through C4032300). 2. cualifying small equipment: This exception •• shall not be used for unitary cooling equipment installed outdoors or in a mechanical room adjacent to the outdoors. This exception is allowed to be used For other cooling units and spilt systems serving one zone with a total cooling capacity rated in accordance with Section C40323 of leas than 33,000 Bturhl (hereafter referred to as qualifying small Systems) provided that these are high -efficiency cooling equipment with SEER and EER values more than 15 percent higher then minimum efficiencies listed to Tables C40323 (1) through (3), in the appropriate size category, using the same test procedures. Equipment shall be listed in the appropriate certification program to qualify for this exception. The total capacity of all qualifying small equipment without economizers shalt not exceed 12000 Stuwh per building, or 5 percent or Its air economizer capacity, whichever is greater. That portion of the equipment serving Group R occupancies to not Included in determining the total capacity of all units without economizers In a building. Redundant unite are not counted in the capacity Ilmitations. This exception shalt not be used for the shell -and -core permit or for the Initial tenant Improvement or for Total Building Performance.-- 3. Chilled water terminal units connected to systems with chilled water generation equipment with IPLY values more than 25 percent higher than minimum part load effictenctaa Iistad in Table 040323(1), in the appropriate size category, using the same test procedures. Equipment shall be listed In the appropriate certification program to qualify for this exception. The total capacity of all systems without economizers aha it not exceed 480,000 Btu/m per building, or 20 percent of its air economizer capacity, whichever is greater. That portion of the equipment serving Group R occupancy is not Included In determining the total capacity of all units without economizers in a building. This exception shall not be used for the Initial permit (this includes any initial permit for the space including, but not limited to, the shell -and -core permit, built -to -suit permit, and tenant improvement permit)or for Total Building Performance Method. •• Alterations to existing mechanical cooling systems ahall not decrease economizer capacity unless the system complies with either Section C4032b or 04033. In addition, for existing mechanical cooling systems that do not comply with either Section C4032.6 or C4033, Including both the Individual unit size limits and the total building capacity limits on units without economizers other alterations shall comply with Table C503A. Wnerl space cooling equipment is replaced, controls .hall comply with all requirements under Section 0403b and related subsections or provide for tnteerated operation with economizer to accordance with Section C4033.1. Existing equipment currently in use may be relocated within the same floor or same tenant space If removed and reinstalled within the same permit. C5035 Service hot water systems. New service hot water systems that are part or the alteration shall comply with Section C404. •• C503.6 Lighting and motors. Alterations that replace 510 percent or more of the luminaires in a space enclosed by walls or ceiling -height partitions, replace 50 percent or more of parking garage luminaires, or replace 50 percent or more of the total Installed wattage of exterior luminaires shall comply with Sections C405A and C4055. Ukiere less than SO percent of the fixtures to an Interior space enclosed by walls or ceiling -height partitions or parking garage are new, or SO percent or more of the Installed exterlor wattage to altered, the installed lighting wattage shall be maintained or reduced. [Users new wiring is being installed to serve added fixtures and/or fixtures are being relocated to a new circuit, controls shall comply with Sections C4052.1, C40523, C4052.4, C40525, C4052.7I, C4053, and as applicable C4083. In addition, office areas less than 300 ft2 enclosed by walls or telling -height partitions, and all meeting and conference rooms, and all school classrooms, shall be equipped with occupancy sensors that comply with Section C4052.1 and C4063. Where a new 11gMing panel (or a moved lighting panel) with all new raceway and conductor wiring from the panel to the fixtures is being installed, controls shall also comply with the other requirements in Sections C4052 and C4083. Where new walls or ceiling -height partitions are added to an existing space and create a new enclosed space, but the lighting fixtures are not being Ganged, other than being relocated, the new enclosed space shall have controls that comply with Sections C4052.1, C 40522, C40523, C4052A, C40525 and C4m83. Those motors which are altered or replaced shall comply with Section C405.8. C503.1 fri eration a stems. Those arts of s tams which are tittered or replaced shall comply with s Section C410. Additions or alterations shall not be made to an existing refrigerated apace or system that will cause the existing mechanical system to become out of compliance. All new refrigerated spaces or systems in existing buildings, Including refrigerated display cases, shall comply with Section C410. SECTION C 04 REPAIRS C504.1 Cameral. Buildings and structures, and parts thereof, shall be repaired to compliance with Sectlon C5013 and this section. Work on nondamaged components that Is necessary for the required repair of damaged components shall be considered part of the repair and shall not be subject to the requirements for alterations In this chapter. Routine maintenance required by Section C5013, ordinary repairs exempt from permit, and abatement of wear due to normal service condittons shall not be subject to the requirements For repairs to this section. C5042 Application. For the purposes of this code, the following shalt be considered repairs. •• 1. Glass only replacements in an existing sash and frame. 2. Roof repairs. 3.Atr barriers shall not be required For roof repair where the repairs to the building do not Include alterations, renovations or repairs to the remainder of the building envelope. 4.Replac:Lnt of existing doors that separate conditioned space From the exterior shall not require the installation of a vestibule or revolving door, provided however that an existing uestibule that separates a conditioned space from the exterior shall not be removed. 5.Repatra where only the bulb and/or ballast within the existing luminaires in a space are replaced provided that the replacement does not Increase the installed Interior lighting power. SECTION Cbm CFIANM OF OGOUPANCY OR USE C505.1 General. Spaces undergoing a change in occupancy shall be brought up to full compliance with this code in the Following cases: L Any space that is converted from an F, S or U occupancy to an occupancy other than F, S or U. 2. Any space that Is converted to a Group R Calling unit or portion thereof, from another use or occupancy. 3.Any Group R dwelling unit or portion thereof permitted prior to July 1, 2002, that is converted to a commercial use or occupancy. Whhere ilia use In a space Changes From one veer In Table C405A2 (1) or (2) to another use In Table C405.41 (1) or (2), the Installed lighting wattage shall comply with Section C405.4. Exception: Where the component performance alternative to Section 0402.15 is used to comply with this section, the proposed UA to allowed to be up to 110 percent of the target UA. Where the total building performance option In Section C401 Is used to comply with this section, the annual energy consumption of the proposed design to allowed to be 110 percent of the annual energy consumption otherwise allowed by Section C4013. TABLE C402A BUILDINGS ENVELOPE FENESTRATION MAXIMUM U-PACTOR AND sHOC IEGUIREMENTS CLIMATE ZONE 5 AND MARINE 4 VERTICAL FENESTRATION U-FACTOR NONMETAL FRAMING CALL)" 030 METAL FRAMING (FIXED)b 038' METAL FRAMING (OPERABLE)' 0.40 METAL FRAMING (ENTRANCE DOORS)d 0" SHGC ORIENTATION SEW N PF<02 0.40 053 02sFF<05 OAS 058 PFs05 0.64 0b4 SKYLIGHTS U-FACTOR 050 SHGC 035 NR = No requirement. a. "Nonmetal framing" Includes framing materials other than metal with or without metal reinforcing or cladding. b, "Metal framing" Includes metal Framing, with g g, w t or without thermal break "Fixed" includes curtain wall, storefront, picture windows, and other fixed windows. c. "Metal framing" includes metal Framing, with or without thermal break "Operable" includes openable fenestration products other than "entrance doors." d. "Metal framing" Includes metal Framing, with or without thermal break "Entrance door" includes glazed swinging entrance doors. Other doors which are not entrance doors, including sliding glass doors, are considered "operable." 11111011 TABLE C4=3 OPAME THEi" " iAL ENVELOPE INWLATION COMPONENT MINIMUM RSOJIREMENTS, R-VALUE METHOD ®• g CLIMATE ZONE 5 AND MARINE 4 ALL OTHER GROUP R ROOFS INSULATION ENTIRELY ABOVE DECK R-38cl R-38c1 METAL BUILDINGSb 11 LS R-11 R11 L R-LS ATTIC AND OTHER R-45 R-4e WALLS ABOVE GRADE MASS R-950d R-133cl METAL BUILDING R-19ct R-19d STEEL FRAMED R-13+ R-10d R-19+ R-SSd WOOD FRAMED AND OTHER R-21 Int. R-21 int. WALLS BELOW GRADE BELOW GRADE WALL SAME AS ABOVE GRADE SAME AS ABOVE GRADE FLOORS MASSf R-30ci R-30ci JOIST / FRAMING R-30e R-30e SLAB ON GRADE FLOORS UNHEATED SLABS R-10 FOR 24" BELOW R-10 FOR 24" BELOW HEATED SLABS R-10 PERIMATER R UNDER ENTIRE SLAB R-10 PERIMATER a UNDER ENTIRE SLAB OPA UE DOORS NON -SWINGING R-4.15 R-4.15 FOR SI: I INCH = 25.4mm ct = CONTINUOUS INSULATION NR = NO REQUIREMENT LS - LINEAR SYSTEM a.Aseembig descriptions can be found in Chapter 2 and Appendix A. b.Whereusing R-value compliance method, a thermal spacer block shall be provided, otherwise use the U-factor compliance method in Table C402J.4. '.Exception: Integral insulated concrete block walls complying with ASTM C90 with all cores filled and meeting both of the following: I. At least 50 percent of cores must be filled with vermiculite or equivalent fill tnsulationt and 2.The buliding thermal envelope encloses one or more of the following uses: Warehouse Cstorage and re all), gymnasium, auditorium, church chapel, arena, kennel, manufactur -ng plant, indoor awimmtng pool, pump station, water and waste water treatment facility, storage facility, storage. area, motor vehicle service facultyy. (there additional uses not listed (such as office, retail, etc-) are contained within the buliding the exterior walls that enclose these areas may not utilize this exception and must comply with the appppropriate mass wall R-value from Table C402.13111-factor from Table C402.L4. d. Where heated slabs are below grade, below -grade walls shall comply with the exterior insulation requirements for heated slabs. e. Steel floor Joist systems shall be insulated to R-38 + R-10d. F. `Mass Floors" shalt include floors weighing not less than: 135 pounds par square foot f floor t p p q e o f o r surface area or 225 pounds per square foot of floor surface area where the material weight is not more than 120 pounds per cubic foot. 2- For roof, wall or floor assemblies where the proposed assembly would not be continuous insulation, an alternate nominal R-value compliance option for assemblies with Isolated metal penetrations of otherwise continuous insulation is: Assemblies with continuous insulation lase definition) Alternate option for assemblies with metal petetrations, greater than 0ID4% but lase than 0.06% Alternate option for assemblies with metal penetrations, greater than or equal to 0.08% but leas than 0.12% R-95ci R-11.9ct R-13ci R-ilAct R-143ci RASACi R-133ct R-I6bc1 R-183d R-15201 R-19.0ci R-21ci R-30c1 R-38ct R-42ol R-38cl R-48ci R-53c1 R-13 + R-15ct R-13 + R-SAct R-13 + R-103d R-13 + R-10ci R-13 + R-125cl R-13 + R-13bct R-13 + R-125c1 R-13 + R-15bd R-13 + R-112ci R-13 + R-13ci R-13 + R-16301 R-13 + R-11.9d RAS + R-8501 RAS + R-Iobcl R-19 + R-11.1t1 RAS + R-14ci R-19 + R-115ct R-19 + R-le2ct RAS + R-i6d RAB + R-20ct R-19 + R-22ct R-20 + R-35c14 R-20 + R-45ot R-20 + R-53cl R-21 + R-5tt R-21 + R-63ci R-21 + R-6.9cf This alternate nominal R-value compliance option is allowed for projects comptying with all of the following: I. The ratio of the cross -sectional area, as measured to the plane or the surface, of metal penetrations of otherwise continuous Insulation to the opaque surface area of the assembly to greater than 0.0004 (0.0491), but less than 0-0012 (0.0s). 2. The metal penetrations of otherwise continuous insulation are isolated or discontinuous leg. brick ties or other discontinuous metal attachments, offset brackets supporting shelf angles that allow Insulation to go between the shelf angle and the primary porUone of the wall structure). No continuous metal elements (ee, metal studs, z-girts, z-G>arjneis, shelf angles) penetrate the otherwise continuous portion of the insulation. 3. Building permit drawings shall contain detalls showing the locations and dimensions of all the metal penetrations (eg, brick ties or other discontinuous metal attachments, offset -brackets, etcd of otherwise continuous insulation. In addition, calculations shall be provided showing the ratio of the cross -sectional area of metal penetrations of otherwise continuous Insulation to the overall opaque wall area. For other cases where the proposed assembly is not continuous insulation, see Section C402.IA for determination of U-factors for assemblies that include metal other than screws and nails. VICINI O . .vnx s,. v+s. n S 2 S S TAn:lu Gnm W cem<se.mw ftwi,ltl E. 510 ond�. FPN - - ` � Q N vi iz3m ue„ M=err on 1? IN' I�el ahievn n�. o � 0 a s,aans, �. -, s,+ins !1 5•re Wtle�N }� O'rrE...i'Ie ! A REVISIONS No 0 es steal. be, made to Ine scope of worK witnour P.: avorevai of the Tukwila Budding C,vision, NOTE: Revisions will require a new Dian Submittal anc may mciude additional Plan review. PROJECT ADDRESS: BUSINESS OWNER: 12601 E MARGINAL WAY S KAM DERAKHSHAN TUKWILA, WA 98168 12601 E. MARGINAL WAY S PARCEL NUMBERS: TUKWILA, WA 98168 PHONE: (425) 165-0I90 134560-0615 DESiGNER: PARCEL DESCRIPTION: HOME DESIGNS NORTHWEST RIVE TON A d R ADD LOTS 2 3 LESS ST AKA TUKWILA 19105 36th AVE.W. STE. 205 LOT CONSOLIDATION LOS-0013 REC 70090611001155 LYNNWOOD, WA J8036 PARCEL s 134560-0615 PHONE: (425) 402-6053 CONTACT: CHRIS LEONARD FIL O Polhill No. Plan review approval is subject to errors ana Ornations, Approval pp oval of construction aocuments oaes not authorize the violation of any adopted code or ordinance Re cel i oI approves Fiel opy, and mno 1 a n le a: ay: Date: 9/2n/''n/j )� city of TUZ BUILDING DIVISION JECT ENG'xIN CK ENGINEERING LLC 19105 36th AVE. W. STE. 205 LYNNWOOD, WA 98036 PHONE: (206)411-0610 CONTACT: PASKO KESOViJA APPLICABLE CODES: CONSTRUCTION SHALL CONFORM TO THE PEOUIREMENTS OF THE FOLLOWING: NATIONAL CODES: 2015 EDITION - INTERNATIONAL BUILDING CODE (IBC) 2015 EDITION - AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) A111.1 2015 EDITION - INTERNATIONAL MECHANICAL CODE (IMC) 2015 EDITION - INTERNATIONAL FIRE CODE OFC) 2015 EDITION - UNIFORM PLAUMBING CODE (UPC) STATE CODES: 2015 EDITION - WASHINGTON STATE BUILDING CODE WAG 51-S0 2015 EDITION - VENTILATION AND INDOOR AIR G UALiTY CODE WAC 51-13 2015 EDITION - WASHINGTON STATE ENERGY CODE WAC 51-11 ZONiNG DATA: ZONING: CITY OF TUKWILA, CLI (COMMERCIAL LIGHT INDUSTRIAL) PROPOSED CONSTRUCTION TYPE: VB PROPOSED OCCUPANCY TYPE: S (BUSINESS) MMEMAkfiffiffiffiW4 GENERAL: CO - INDEX / PROJECT INFORMATION / APPLICABLE CODES ARCHITECTURAL CO - COVER SHEET ECI - ENERGY CODE EC2 - ENERGY CODE CONT'D. SITE - SITE PLAN I - FOUNDATION PLAN 2 - BASEMENT FLOOR PLAN 3 - MAIN FLOOR FRAMING PLAN 4 - MAIN FLOOR PLAN S - UPPER FLOOR FRAMING PLAN 6 - UPPER FLOOR PLAN 1 - ROOF FRAMING PLAN p ON 8 - EXTERIOR ELEVATIONS VFI G VV��G ,a 9 - EXTERIOR ELEVATIONS LTR# 5-1.0 - STRUCTURAL NOTES 5-2.0 - STRUCTURAL DETAILS T r 4 g SEPARATE PERMIT RE IRED FOR: Mechanical Electrical / Plumbing i Gas Piping City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED SEP 30 2019 IN Pv-- City Of Tukw a BUILDING DIVISION Itli0.E"1E1_J CITY OF Z E i1vv1A SEP 04 2019 PERIAIT CENTER �0 N cum Nam Q ECCC]]]n xO�t LU ITT ar Q Z � ,,,,' tll .UJ V/ p F LU LU VJ a O L 0- W_ _U Ul LL O Vl a FILE NO: 19-010 SHEET CIO CHAPTERS EXISTING BUILDINGS SECTION C501 GENERAL C501 General. C501.1 Scope. The provisions of this chapter shall control the alteration, repair, addition and change of occupancy of existing buildings and structures. ' - C501.2 Existing buildings. Except as specified in this chapter, this code shall not be used to require the removal, alteration or abandonment of nor prevent the continued use and maintenance of, an existing building or building system lawfully in existence at the time of adoption of this code. C501.3 Maintenance. Buildings and structures, and parts thereon shall be maintained in a safe and sanitary condition. Devices and systems which are required by this code shall be maintained in conformance with the code edition under which installed. The owner or the owner's authorized agent shall be responsible for the maintenance of buildings and strictures. The requirements of this chapter shall not provide the basis for removal or abrogation of energy conservation, fire protection and safe systems and devices in exist structures. safety Y '� C501.4 Compliance. Alterations, repairs, additions and changes of occupancy to, or relocation of, existing buildings and structures shall comply with the provisions for alterations, repairs, addt ions and changes of occupancy or relocation, respectively, in the International Building Code, Inte motional Fire Code, International Fuel Gas Code, International Mechanical Code, Uniform Plumbing Code, and NFPA 70. C501.5 New and replacement materials. Except as otherwise required or permitted by this code, materials permitted by the applicable code for new construction shall be used. Like materials shall be permitted for repairs, provided no hazard to life, health or property is created. Hazardous materials shall not be used where the code for new construction would not permit their use in buildings of similar occupancy, purpose and location. C501.6Ilistoric buildings. The building official may modify the specific requirements of this code for historic buildings and require alternate provisions which will result in a reasonable degree of energy efficiency. This modification may be allowed for those buildings or structures that are listed in the state or national register of historic places; designated as a historic property under local or state designation law or survey; certified as a 2015 Washington State Energy Code Alterations to existing mechanical cooling systems shall not decrease economizer capacity unless the system complies with either Section C403.2.6 or C403.3. In addition, for existing mechanical cooling systems that do not comply with either Section C403.2.6 or C403.3, including both the individual unit size limits and the total building capacity limits on units without economizer; other alterations shall comply with Table C503.4. When space cooling equipment is replaced, controls shall comply with all requirements under Section C403.6 and related subsections or provide for integrated operation with economizer in accordance with Section C403.3. 1. Existing equipment currently in use may be relocated within the same floor or same tenant space if removed and reinstalled within the same permit C503.5 Service hot water systems. New service hot water systems that are part of the alteration shall comply with Section C404. C503.6 Lighting and motors. Alterations that replace 50 percent or more of the luminaires in a space enclosed by walls or ceiling -height partitions, replace 50 percent or more of parking garage luminaires, or replace 50 percent or more of the total installed wattage of exterior luminaires shall comply with Section C405A and 0405.5. Where less than 50 percent of the fixtures in an interior space enclosed by wails or ceiling -height partitions or parking garage are new, or 50 percent or more of the installed exterior wattage is altered, the installed lighting wattage shall be maintained or reduced. contributing resource with a national register listed or locally designated historic district; or with an opinion or certification that the property is eligible to be listed on the national or state registers of historic places either individually or as a contributing building to a historic district by the state historic preservation officer or the keeper of the national register of historic places. SECTION C502 ADDITIONS C502.1 General. Additions to an existing building, building system or portion thereof shall conform to the provisions of this code as they relate to new construction without requiring the unaltered portion of the existing building or building system to comply with this code. Additions shall not create an unsafe or hazardous condition or overload existing building systems. An addition shall be deemed to comply with this code if the addition alone complies or if the existing building and addition comply with this code as a single building. Additions shall comply with Section C502.2. C502.2 Prescriptive compliance. Additions shall comply P P PY with Sections C502.2.1 through C502.2.6.2. C502.2.1 Vertical fenestration. Additions with vertical fenestration that results in a total building vertical fenestration area less than or equal to that specified in Section 0402.4.1 shall comply with Section C402A Additions with vertical fenestration that results in a total building vertical fenestration area greater than that specified in Section C402.4.1 shall comply with one of the following: i 1, Vertical fenestration alternate per Section C402A.1.1 or C402.4.1.3 for the addition only. 2. Component performance option with target area adjustment per Section C402.1.5 or the total building performance option in Section C407 for . ■ the whole building. C502.2.2 Skylight 1' ht area. Additions with s li kyhts that 8 result in a total building skylight area less than or equal to that specified in Section C402.4.1 shall comply with Section C402A. Addition with skylights that result in total building skylight area greater than that specified in Section C402.4.1 shall comply with the component performance option with the target area adjustment per n Section C402.1.5 or the total building performance ■ option in Section C407 for the whole building. CE-119 Where new wiring is being installed to serve added fixtures and/or fixtures are being relocated to a new circuit, controls shall comply with Sections C405.2.1, 4 C405.2.3, C405.2.4, C 05.2.5 C405.2.7 C405.3 and as applicable C408.3. In addition, office areas less than 300 ft2 enclosed by walls or ceiling-heightpartitions, and all meeting and conference rooms, and all school classrooms, shall be equipped with occupancy sensors that comply with Section C405.2.1 and C408.3. Where a new lighting panel (or a moved lighting panel) with all new raceway and conductor wiring from the panel anel to the fixtures is being installed, controls shall also comply with the other requirements in Sections C405.2 and C408.3. Where new walls or ceiling -height partitions are added to an existing space and create a new enclosed space, but the lighting fixtures are not being changed, other than being relocated, the new enclosed space shall have: controls that comply with Sections C405.2.1, C 405.2.2, C405.2.3, C405.2.4, C405.2.5 and C408.3. Those motors which are altered or replaced shall comply with Section C405.8. C503.7 Refrigeration systems. Those parts of systems which are altered or replaced shall comply with Section C410. Additions or alterations shall not be made to an existing refrigerated space or system that will cause the existing mechanical system to become out of compliance. All new refrigerated spaces or systems in existing buildings, including refrigerated display cases, shall comply with Section C410. TABLE C503.4 ECONOMIZER COMPLIANCE OPTIONS FOR MECHANICAL ALTERATIONS Option A Option B Option C Option D (alternate to A) (alternate to A) (alternate to A) . Unit Type Any alteration with Replacement unit of Replacement unit of New equipment - new or the'same type the same type added to existing replacement with the same or with alarger output ; system or equipment smaller output capacity replacement unit of. capacity a different type r' 1. Packaged Units Efficiency. min' Efficiency. min.' Efficiency. min' Efficiency, min.' Economizer: Eeonornnizer. C403.4.1,' Econontzer. C403A 1'�' Economizer: C403.4.1' C403.4,1z4 2. Split Systems Efficiency. min.' Efficiency. + 1015%s Only for new=is Efficiency min.' Economizer: Economize: shall not <54,000 Btah replacing Economizer: C403.4.1a decrease existing unit installed prior to C403.4.144 economizer capability 1991 (one oftwo): Efficiency.+ 1015W Economizer: 50%, For units > 54,000 Binh or airyunits installed after 1991: Option A 3. Water Source Efficiency men.' (two ofthree): (three ofthree): Efficiency. nun.' Heat Pump Economizer: Efficiency. + 10/5%' Effuciancy: + 10/5W Econor izer: I C403.4.1z Flow control valve Flow control valve' C403AY,' CE-122 2015 Washington State energy code *a C502.2.3 Building mechanical systems. New mechanical systems and equipment serving the building heating, cooling or ventilation needs, that are part of the addition, shall comply with Section C403. C502.2.4 Service water heating systems. New service water -heating equipment, controls and service water heating piping shall comply with Section C404, C502.2.5 Pools and permanent spas. New pools and permanent spas shall comply with Section C404.11. C502.2.6 Lighting and power systems. New lighting systems that are installed as part of the addition shall comply with Section C405. C502.2.6.1 Interior lighting power. The total interior lighting power for the addition shall comply with Section C405.4.2 for the addition alone, or the existing building and the addition shall comply as a single building. C502.2.6.2 Exterior lighting power. The total exterior lighting power for the addition shall comply with Section C405.5.1 for the addition alone, or the existing building and the addition shall comply as a single building. C502.2.7 Refrigeration systems. New refrigerated spaces and refrigeration equipment shall comply with Section C410. SECTION C503 ALTERATIONS C503.1 General. Alterations to any building or structure * : shall comply with the requirements of the code for new construction. Alterations shall be such that the existing building or structure is no less conforming with the provisions of this code than the existing building or structure was prior to the alteration. Alterations to an existing building building system or portion thereof shall conform to the provisions of this code as they relate to new construction without requiring the unaltered portions of the existing building or building system to comply with this code. Alterations shall not create an unsafe or hazardous condition or overload existing building systems. Exception: The following alterations need not comply with the requirements for new construction provided the energy use of the building is not increased: 1. Storm windows installed over existing fenestration. 2. Surface applied window film installed on existing single pane fenestration assemblies to reduce solar heat gain provided the code does not require the glazing fenestration to be replaced. 3. Existing ceiling, wall or floor cavities exposed during construction provided that these cavities are insulated to full depth with insulation having a mimmum nominal value of R-3.0 per inch installed per Section C402. CE-120 4. Construction where the existing roof, wall or floor cavity is not exposed. 5. Roof recover. 6. Airbarriersshall not berequired for roofrecover and roofrepiacemem where the alterations or renovations to the building do not include alterations, renovations or repairs to the remainder of the building envelope. 7. Replacement of existing doors that separate conditioned space from the exterior shall not require the installation of a vestibule or revolving door, provided however that an existing vestibule that separates a conditioned space from the exterior shall not be removed. C503.2 Change in space conditioning. Any nonconditioned space that is altered to become conditioned space or semi -heated space shall be required to be brought into full compliance with this code. Any semi -heated space that is altered to become conditioned space shall be required to be brought into full compliance with this code. Exception: Where the component performance building envelope option in Section C402.1.5 is used to comply with this Section, the Proposed UA is allowed to be up to I I0 percent of the Target UA;Where the total building performance option in Section C407 is used to comply with this section, the annual energy consumption of the proposed design is allowed to be 110 percent of the annual energy consumption otherwise allowed by Section C407.3. C503.3 Building envelope. New building envelope assemblies that are part of the alteration shall comply with Sections C402.1 through C402.5 as applicable. PP Exception: Air leakage testing is not required for alterations and repairs, unless the project includes a change in space conditioning according to Section C503.2 or a change of occupancy or use according to Section C505.1. C503.3.1 Roof replacement. Roofreplacemenls shall PY corn I with Table C402.1.3 or C402. L4 where the existing roof assembly is part of the building thermal envelope and contains insulation entirely above the roof deck C503.3.2 Vertical fenestration. The addition of vertical fenestration that results in a total building vertical fenestration area less than or equal to that specified in Section C402.4.1 shall comply 1 with P PY . Section C402.4. Alteration that result m'a total building vertical fenestration area greater than specified in Section C402.4.1 shall comply with one of the following: 1. Vertical fenestration alternate per: Section C402.1.3 for the new vertical fenestration added 2015 Washington State Energy Code Option A :. Option B Option C Option D (alternate to A) (alternate to A) (alternate to A): Any alteration with Replacement unit of Replacement unit of New equipment .Unit Type new or the same type the same type added to existing replacement with the same or with a larger u g tp t system or equipment smaller output capacity replacement unit of capacity a different type Economizer: 50% Economizer. 507(except for certain (except for certain pre-1991 systerm) pre-1991 systems 4. Hydronic Efficiency min.' Efficiency.+ 1015%s OptionA Effrcieney. min.' Economizerusing Econorizer: 1433' Economizer: shall not Economizer: Air -Cooled Heat decrease existing C403.4.1" Rejection economizer capacity Equipment (Dry Cooler) 5. Air-HandlingEfficiency: Y' rinn. Economizer. shall not Option � OP tionA Unit (including fan Economizer: decrease existing (except for certain (except for certain coil units) C403.4.1r economizer capacity pre-199I systems pre-1991systems,) where the system has anair-cooled chiller 6. Air- Handling Efficiency. rmn.' Economizer: shall not Option A Efficiency min.' Unit (including fan Economizer, decrease existing (except for certain Economizer: coil units) and C403AY economizer capacity pre-1991 systems, and C403.4.1" Water-cooled certain 1991-2004 (except for certain Process systems.) pre-1991systems, Equipment, where and certain the system has a 1991-2004 systems water-cooled .hiller10 7. Cooling Tower Efficiency: min.' No requirements Option A Option A Economizer: C403A it 8. Air -Cooled Efficiency min' Efficiency + 5%" Efficiency Efficiency min,' Chiller Economizer: Economizer. shall not (two oftwo): Economizer: C403.4.1' decrease existing (1)+10%'land C403.4.1za economizer capacity (2)multistage Economizer: shall not decrease existing economizer capacity 9. Water -Cooled Efficiency. min.' Efficiency Efficiency Efficiency: min.' Chiller Economizer: (one oftwo): (two oftwo): Econondza: C403.4.1' (I)+10%t3or (1)+IS%t4 and C403.4.1z" (2) plate frame heat (2) Plate -frame heat exchanger's exchanger" Economizer shall not Economizer. shall not decrease existing decrease existing economizer capacity economizer capacity 10. Boiler Efficiency. min' Efficiency. + 8%" Efficiency. + 8%1z Efficiency:. min.' Economizer. Economizer: shall not Economizer: shall not Economizer: C403.4.1, decrease existing decrease existing C403.4.Iz4 economizer capacity economizer capacity 2015 Washington State Energy Code CE-123 2. Vertical fenestration alternate per Section C402.4.1.1 for the area adjacent to the new vertical fenestration added. 3. Component performance option with target area adjustment per Section C402.1.5 or the total building performance option in Section C407 for the whole building. C503.3.2.1 Application to replacement fenestration products. Where some or all of an existingfenestration unit is replaced with a new fenestration product, including sash and glazing the rep)acementfenestration unit shall meet the applicable requirements for 17-factor and SHGC in Table C402A. Exception: An area -weighted average of the U-factor of replacement fenestration products being installed in the building for each fenestration product category listed in Table C402.4 shall be permitted to satisfy the U-factor requirements for each fenestration product category listed in Table C402.4. Individual fenestration products from different product categories listed in Table C402.4 shall not be combined in calculating the area -weighted average U-factor. C503.3.3 Skylight area. The addition of skylights that results in a total building skylight area less than or equal to that specified in Section C402.4.1 shall comply with Section C402.4. Alterations that result in a total building skylight area greater than that specified in Section C402.4.1 shall comply with the component • performance option with target area adjustment per Section C402.1.5 or the total building performance option in Section C407 for the whole building. n C503A Mechanical systems. Those parts of systems which are altered or replaced shall comply with Section C403. Additions or alterations shall not be made to an existing mechanical system that will cause the existing mechanical system to become out of compliance. Exception: Existing mechanical systems which are altered or where arts of the system are replaced laced are not P P required to be modified to comply with Section C403.6 as long as mechanical cooling is not added to the system. All new systems in existing buildings, including Y g g , udmg Packaged unitary ryequipment and packaged split systems, s . shall comply with Section C403. Where mechanical cooling is added to a space that was not previously cooled, the mechanical system shall comply with. either Section C403.6 or C403.3. Exceptions: L Alternate design that are not in full compliance with this code may be approved when the code official determines that existing building constraints including, but not limited to, available mechanical space, limitation of the existing structure, or proximity to adjacent air intakeslexhausts make full compliance impractical. Alternate designs shall provide alternate energy savings strategies including, but not limited to, Demand Control Ventilation or increased mechanical cooling or heating efficiency above that required by Tables C403.2.3(1) through 0403.2.3(10). Qualifying small equipment: This exception shall not be used for unitary cooling equipment installed outdoors or in a mechanical room adjacent to the outdoors. This exception is allowed to be used for other cooling units and split systems serving one zone with a total cooling capacity rated in accordance with Section C403.2.3 of less than 33,000 Btuflr (hereafter referred to as qualifying small systems) provided that these are high -efficiency cooling equipment with SEER and EER values more than 15 percent higher than minimum efficiencies listed in Tables C403.2.3 (1) through (3), in the appropriate size category, using the same test procedures. Equipment shall be listed in the appropriate certification program to qualify for this exception The total capacity of all qualifying small equipment without economizers shall not exceed 72,000 Btu/h per building or 5 percent of its air economizer capacity, whichever is greater. That portion of the equipment serving Group R occupancies is not included in determining the total capacity of all units without economizers in a building. Redundant units are not counted in the capacity limitations. This exception shall not be used for the shell -and -core permit or for the initial tenant improvement or for Total Building Performance. Chilled water terminal units connected to systems with chilled watergeneration equipment with IPLV values more than 25 percenthigher than minimum part load efficiencies listed in Table C403.2.3(7), in the appropriate size cater using the same test procedures. category, g Equipment shall be listed in the appropriate certification program to qualify for this exception. The total capacity of all systems without economizers shall not exceed 480,000 Btu/h per building, 20 percent of its air P g or economizer capacity, whichever is greater. That portion of the equipment serving Group R occupancy is not included in determining the total capacity of all units without economizers in a building. This exception shall not be used for the initial permit (this includes any initial permit for the space including but not limited to, the shell -and -core permit, built -to -suit permit, and tenant improvement permit) or for Total Building Performance Method 2015 Washington State Energy Code CE-121 1. Minimum equipment efficiency shall comply with Section C403.23 andTables C403.2.3(I) through C403.2.3(9). 2. System and building shall comply with Section C403.4.1(including both the individual unit sizelinits andthe total building capacity limits on units without economizer). his acceptable to ecraplyusing one of the exceptions to Section C403A.1. 3. All equipment replaced in an existingbi ilding shall have air economizer complying with Sections C403.3.1 and C403.4.1 unless both the individual unit size and the total capackyof urnis without air economizer in the building is less than that allowed in Exception 1 to Section C403.3. L 4. All separate new equipment added to an existing building shall have air economizer complying with Sections C403.3.1 and C403.4.1 unless both the individual unit sine and the total capacity of units without air economizer in the building is less than that allowed in Exception 1 to Section C403A 1. 5. Equipment shall have a capacity -weighted average cooling system efficiency. a. for units with a cooling capacity below 54,000 Bhih, a minimum of 10%greater thanthe requirements in Tables C403.2.3(1) and C403.2.3(2)(1.10 x values in Tables C403.2.3(1) and C403.2.3(2)). b. for units with a cooling capacity of 54,000 Binh and greater, a minimum of S% greater than the requirements in Tables C403.2.3(l) and C403.2.3(2) (1.05 xvalues in Tables C403.2.3(1) and C403.2.3(2)). 6. Mininrm of50% air economizer that is ducted in a full enclosed path direct/ to eve hen y p y every heat pump writ in each zone, except that ducts may terminate within 12 inches of the intake to an HVAC unit provided that they are physically fastened so that the outside air duct is directed into the unit intake. Ifthis is an inerenein the meant ofoutside air supplied tothis unit the outsideair supply system shall be capable ofproviding this additional outside air and equipped with economizer control. 7. Have flow control valve to eliminate flow through the heat pampa that are not in operation with variable speed pumping control complying with Section C403.4.3 for that heat pump, - Whenthe total capacity of all wits with flow control valves exceeds 15%ofthe total system capacity, a variable frequency drive shall be installed on the mans loop pump. - As an alternate to this requ iremert, have a capacity -weighted average cooling system efficiency that is 5%greater than the requirements innote 5 (i.e. a nhtmnm of 15%110%greater than the requirements in Tables C403.2.3(I) and C403.2.3(2) (1.1511.10 x values in Tables C403.2.3(1) and C403.2.3(2)). 8. Systems installed prior to 1991 without fully utilized capacity are allowed to comply with Option B, provided that the individual unit cooling capacity does not exceed 90,000 Btuh. 9. Economizer not required for systems installed with water economizer plate and frame heat exchanger complying with previous codes between 1991 and June 2013, provided that the total fan coil load does not exceed the existing or added capacity of the heat exchangers. 10, For water-cooled process equipment where the manufacturers specification require colder temperatures than available with waterside economizer, that portion ofthe load is exempt from the economizer requirements. 11. The air-cooled chiller shall have an IPLV efficiency that is ainimmum of5% greater than the IPLV requirements in Table C403.2.3(7)(1.05 x IPLV values in Table C403.2.3(7)). 12. The air-cooled chiller shall: a. have an IPLV efficiencythatis a minimum of 10%greater that the IPLV requirernentsinTable C403.23(7) (1.10 x IPLV values in Table C403.2.3(7)), and In. be multistage with a mdnfmum oftwo compressors. 13. The water-cooled chiller shall have an IPLV efficiency that is a minimum of 10% greater than the IPLV requirements in Table C403.2.3(7) (1.10 x IPLV values in Table C403.2.3(7)). 14. The water-cooled chiller shall have an IPLV efficiency that is a minininnt of15% greater than the IPLV requirements in Table C403.23(7), (1.15 xIPLV values in Table C403.2.3(7)). 15. Eoononazer cooling shall be provided by adding a plate -frame heat exchanger on the waterside with a capacity that is a minimum of 20 %ofthe chiller capacity at standard AHRI raring conditions. 16. The replacement boiler shall have an efficiency that is a minimum of 8%higher than the value in Table C403.2.3(5) (1,08 x value in Table C403.2.3(5)), except for electric boilers. CE-124 2015 Washington State Energy Code ICOMPLIANCEE CODE APPROVED SEP 3 0 2019 l City of Tukwila BUILDING DIVISION i;EliEWF C1TY i ii-i-' `i C tQ4tLA SEP 0 4 2019 PERMIT CENTER 4 _1 1_1 V o t aLIJ x0� 0� m LU I— 07 � Cti 'Q Z- Q�0 CA Y Ju u N � O V lu V _ W IL LL nnO ,V^l{ 7-� ,U,,'' LU 0- FILE NO: 1 J - 010 SWEET ECI SECTION C501 GENERAL C501 General. C501.1 Scope. The provisions of this chapter shall control the alteration, repair, addition and change of occupancy of existing buildings and structures. C501.2 Existing buildings. Except as specified in this chapter, this code shall not be used to require the removal, alteration or abandonment of, nor prevent the continued use and maintenance of, an existing building or building system lawfully in existence at the time of adoption of this code. C501.3 Maintenance. Buildings and structures, and parts thereof, shall be maintained in a safe and sanitary condition. Devices and systems which are required by this code shall be maintained in conformance with the code edition under which installed. The owner or the owner's authorized agent shall be responsible for the maintenance of buildings and structures. The requirements of this chapter shall not provide the basis for removal or abrogation of energy conservation, fire protection and safety systems and devices in existing structures. C501.4 Compliance. Alterations, repairs, additions and changes of occupancy to, or relocation of, existing buildings and structures shall comply with the provisions for alterations, repairs, additions and changes of occupancy or relocation, respectively, in the International Building Code, International Fire Code, International Fuel Gas Code, International Mechanical Code, Uniform Plumbing Code, and NITA 70. C501.5 New and replacement materials. Except as otherwise required or permitted by this code, materials permitted by the applicable code for new construction shall be used. Like materials shall be permitted for repairs, provided no hazard to life, health or property is created. Hazardous materials shall not be used where the code for new construction would not permit their use in buildings of similar occupancy, purpose and location. C501.6 Historic buildings. The building official may modify the specific requirements of this code for historic buildings and require alternate provisions which will result in a reasonable degree of energy efficiency. This modification may be allowed for those buildings or structures that are listed in the state or national register of historic places; designated as a historic property under local or state designation law or survey; certified as a contributing resource with a national register listed or locally designated historic district; or with an opinion or certification that the property is eligible to be listed on the national or state registers of historic places either individually or as a contributing building to a historic district by the state historic preservation officer or the keeper of the national register of historic places. SECTION C502 ADDITIONS C502.1 General. Additions to an existing building, building system or portion thereof shall conform to the provisions of this code as they relate to new construction without requiring the unaltered portion of the existing building or building system to comply with this code. Additions shall not create an unsafe or hazardous condition or overload existing building systems. An addition shall be deemed to comply with this code if the addition alone complies or if the existing building and addition comply with this code as a single building. Additions shall comply with Section C502.2. C502.2 Prescriptive compliance. Additions shall comply with Sections C502.2.1 through C502.2.6.2. C502.2.1 Vertical fenestration. Additions with vertical fenestration that results in a total building vertical fenestration area less than or equal to that specified in Section C402.4.1 shall comply with Section C402.4. Additions with vertical fenestration that results in a total building vertical fenestration area greater than that specified in Section C402.4.1 shall comply with one of the following: I. Vertical fenestration alternate per Section C402.4.1.1 or C402.4.1.3 for the addition only. 2. Component performance option with target area adjustment per Section C402.1.5 or the total building performance option in Section C407 for the whole building. C502.2.2 Skylight area. Additions with skylights that result in a total building skylight area less than or equal to that specified in Section C402.4.1 shall comply with Section C402.4. Additions with skylights that result in a total building skylight area greater than that specified in Section C402.4.1 shall comply with the component performance option with the target area adjustment per Section C402.1.5 or the total building performance option in Section C407 for the whole buiiding.C502.2.3 Building mechanical systems. New mechanical systems and equipment serving the building heating, cooling or ventilation needs, that are part of the addition, shall comply with Section C403. C502.2.4 Service water heating systems. New service water -heating equipment, controls and service water heating piping shall comply with Section C404. C502.2.5 Pools and permanent spas. New pools and permanent spas shall comply with Section C404.11. C502.2.6 Lighting and power systems. New lighting systems that are installed as part of the addition shall comply with Section C405. C502.2.6.1 Interior lighting power. The total interior lighting power for the addition shall comply with Section C405.4.2 for the addition alone, or the existing building and the addition shall comply as a single building. C502.2.6.2 Exterior lighting power. The total exterior lighting power for the addition shall comply with Section C405.5.1 for the addition alone, or the existing building and the addition shall comply as a single building. C502.2.7 Refrigeration systems. New refrigerated spaces and refrigeration equipment shall comply with Section C410. SECTION C503 * * C503.1 General. Alterations to any building or structure shall comply with the requirements of the code for new construction. Alterations shall be such that the existing building or structure is no less conforming with the provisions of this code than the existing building or structure was prior to the alteration. Alterations to an existing building, building system or portion thereof shall conform to the provisions of this code as they relate to new construction without requiring the unaltered portions of the existing building or building system to comply with this code. Alterations shall not create an unsafe or hazardous condition or overload existing building systems. Exception: The following alterations need not comply with the requirements for new construction provided the energy use of the building is not increased: I. Storm windows installed over existing fenestration. 2. Surface applied window film installed on existing single pane fenestration assemblies to reduce solar heat gain provided the code does not require the glazing fenestration to be replaced. 3. Existing ceiling, wall or floor cavities exposed during construction provided that these cavities are insulated to full depth with insulation having a minimum nominal value of R-3.0 per inch installed per Section C402. 4. Construction where the existing roof, wall or floor cavity is not exposed. 5. Roofrecover. 6. Air barriers shall not be required for roof recover and roof replacement where the alterations or renovations to the building do not include alterations, renovations or repairs to the remainder of the building envelope. 7. Replacement of existing doors that separate conditioned space from the exterior shall not require the installation of a vestibule or revolving door, provided however that an existing vestibule that separates a conditioned space from the exterior shall not be removed. C503.2 Change in space conditioning. Any nonconditioned space that is altered to become conditioned space or semi -heated space shall be required to be brought into full compliance with this code. Any semi -heated space that is altered to become conditioned space shall be required to be brought into full compliance with this code. Exception: Where the component performance building envelope option in Section C402.1.5 is used to comply with this Section, the Proposed UA is allowed to be up to 110 percent of the Target UA. Where the total building performance option in Section C407 is used to comply with this section, the annual energy consumption of the proposed design is allowed to be 110 percent of the annual energy consumption otherwise allowed by Section C407.3. C503.3 Building envelope. New building envelope assemblies that are part of the alteration shall comply with Sections C402.1 through C402.5 as applicable. Exception: Air leakage testing is not required for alterations and repairs, unless the project includes a change in space conditioning according to Section C503.2 or a change of occupancy or use according to Section C505.1. C503.3.1 Roof replacement. Roofreplacements shall comply with Table C402.1.3 or C402. L4 where the existing roof assembly is part of the building thermal envelope and contains insulation entirely above the roof deck. C503.3.2 Vertical fenestration. The addition of vertical fenestration that results in a total building vertical fenestration area less than or equal to that specified in Section C402.4.1 shall comply with Section C402.4. Alterations that result in a total building vertical fenestration area greater than specified in Section C402.4.1 shall comply with one of the following: 1. Vertical fenestration alternate per Section C402.1.3 for the new vertical fenestration added. 2. Vertical fenestration alternate per Section C402.4.1.1 for the area adjacent to the new vertical fenestration added. 3. Component performance option with target area adjustment per Section C402.1.5 or the total building performance option in Section C407 for the whole building. C503.3.2.1 Application to replacement fenestration products. Where some or all of an existing fenestration unit is replaced with a new fenestration product, including sash and glazing, the replacement fenestration unit shall meet the applicable requirements for U-factor and SHGC in Table C402.4. Exception: An area -weighted average of the U-factor of replacement fenestration products being installed in the building for each fenestration product category listed in Table C402.4 shall be permitted to satisfy the U-factor requirements for each fenestration product category listed in Table C402A. Individual fenestration products from different product categories listed in Table C402.4 shall not be combined in calculating the area -weighted average U-factor. C503.3.3 Skylight area. The addition of skylights that results in a total building skylight area less than or equal to that specified in Section C402.4.1 shall comply with Section C402.4. Alterations that result in a total building skylight area greater than that specified in Section C402.4.1 shall comply with the component performance option with target area adjustment per Section C402.1.5 or the total building performance option in Section C407 for the whole building. ** C503.4 Mechanical s stems. Those parts ofsystes which are altered or replaceshall m hall comply with Section C403. Additions or alterations shall not be made to an existing mechanical system that will cause the existing mechanical system to become out of compliance. Exception: Existing mechanical systems which are altered or where parts of the system are replaced are not required to be modified to comply with Section C403.6 as long as mechanical cooling is not added to the system. All new systems in existing buildings, including packaged . unitary equipment and packaged split systems, shall comply with Section C403. Where mechanical cooling is added to a space that was not previously cooled, the mechanical system shall comply with either Section C403.6 or C403.3. Exceptions: 1. Alternate designs that are not in full compliance with this code may be approved when the code official determines that existing building constraints including, but not limited to, available mechanical space, limitations of the existing structure, or proximity to adjacent air intakes/exhausts make full compliance impractical. Alternate designs shall provide alternate energy savings strategies including, but not limited to, Demand Control Ventilation or increased mechanical cooling or heating efficiency above that required by Tables C403.2.3(1) through C403.2.3(10). 2. Qualifying small equipment: This exception ** shall not be used for unitary cooling equipment installed outdoors or in a mechanical room adjacent to the outdoors. This exception is allowed to be used for other cooling units and split systems serving one zone with a total cooling capacity rated in accordance with Section C403.2.3 of less than 33,000 Btu/h (hereafter referred to as qualifying small systems) provided that these are high -efficiency cooling equipment with SEER and EER values more than 15 percent higher than minimum efficiencies listed in Tables C403.2.3 (1) through (3), in the appropriate size category, using the same test procedures. Equipment shall be listed in the appropriate certification program to qualify for this exception. The total capacity of all qualifying small equipment without economizers shall not exceed 72,000 Btu/h per building, or 5 percent of its air economizer capacity, whichever is greater. That portion of the equipment serving Group R occupancies is not included in determining the total capacity of all units without economizers in a building. Redundant units are not counted in the capacity limitations. This exception shall not be used for the shell -and -core permit or for the initial tenant improvement or for Total Building Performance.** 3. Chilled water terminal units connected to systems with chilled water generation equipment with IPLV values more than 25 percent higher than minimum part load efficiencies listed in Table C403.2.3(7), in the appropriate size category, using the same test procedures. Equipment shall be listed in the appropriate certification program to qualify for this exception. The total capacity of all systems without economizers shall not exceed 480,000 Btu/h per building, or 20 percent of its air economizer capacity, whichever is greater. That portion of the equipment serving Group R occupancy is not included in determining the total capacity of all units without economizers in a building. This exception shall not be used for the initial permit (this includes any initial permit for the space including, but not limited to, the shell -and -core permit, built -to -suit permit, and tenant improvement permit) or for Total Building Performance Method. * * Alterations to existing mechanical cooling systems shall not decrease economizer capacity unless the system complies with either Section C403.2.6 or C403.3. In addition, for existing mechanical cooling systems that do not comply with either Section C403.2.6 or C403.3, including both the individual unit size limits and the total building capacity limits on units without economizer; other alterations shall comply with Table C503.4. When space cooling equipment is replaced, controls shall comply with all requirements under Section C403.6 and related subsections or provide for integrated operation with economizer in accordance with Section C403.3.L Existing equipment currently in use may be relocated within the same floor or same tenant space if removed and reinstalled within the same permit. REVIEWED FOR CODE COMPLIANCE APPROVED SEP 30 2019 City of Tukwila BUILDING DIVISION PEC"El't, 1i CITY 0j: TU1Q-.0LA SEP 0 4 2019 PERMIT CENTER Lf"7q N wm � m LLJ m� n LLI m i� c 1- m 1-' N 4 z- to 00) U.l Q lu LU O Q U (���✓� Z U LU LL LL f}V^^ VJ Q 1U U 7 CK (LA FILE NO: 19 - 010 SHEET EC2 \\ N89°18'S1"W \ 119.42' — — — — — 5'-0 51DE SETBACK w � C� _ — — — — — 5 -0" SIDE SETBACK N89°i8'S1"W 201.61' l 50' STREAM SETBACK --,.,I I d d O C L EXISTING DRIVEWAY 4\`o d v. p d .d . _ d.Q d dd O G d d d O / V a OP05. 12"x15" SIGN lu/ INTERNATIONAL SYMBOL OF — — — — ACCESS. P TO 5' — — — — — ABOVE GRADE Q d 5'-4 1/411 - 9'-4 1/4" - 9'. 231.10' STREAM BUFFER LIMIT LINE 10 SQUARE INCH PAINTED METAL SIGN AT INTERIOR END OF PARKING RESERVED ALUMINUM CAP EXTRUSION SPACE PER WAC 51-50-1101.3 PARKING WITH WHITE INTERNATIONAL SYMBOL OF ACCESSIBILITY ON BLUE BACKGROUND 3" MIN. 9 3 " MAX. SIGN PANEL VAN ACCESSIBLE SPACES SHALL HAVE _ ADDITIONAL SIGN BELOW READING --- - -- - 1 WIDE ALUM. STRAP "VAN ACCESSIBLE" STATE DISABLED PAPoCING PAINT ACCENT COLOR, TYP. OF 2 PAIN A PEra�ir�aulaEo VAN i'- z ACCESSIBLE 2 1/2" DIA. GALVANIZED PIPE @ SIGN POST BOLTED EMBED IN CONC. FOOTING. TO CONCRETE SURFACE PER MANUF. I HC PAWING SIGN 2SINGLE PO>_E SIGN SIT SCALE: N.T.S. ,,7ITVSCALE: 3/4" = 1'-m" p rtc sre¢nomno•cQ - FPecG -I n ..dEMaronde. nP�f `-�z a Q Qs nc¢m¢. � a°.s°cmae�aQ 1 3 y® slums si2emsl Tukrr a _ C mmuniryCenlPt®- N O N 9 ;zaAs �a�nr - snags �. 00.wm�sn Ri _ �; `�126°]East Mar9 nal �� i c WaYSvv�M1 L Q 'D B Leas ngY p c " s�rz nu p �,Ld• e Ame�cu� 'O. o P¢Il kfaShO(a�((.``��„ 513mh St -� SM1ap'er me90 o N cSyna9°9ue °7 =I� lealmBBoauty 3 p i9.�WM1^s3I¢ x ICINI 1 "� �14f= N.T.S. FIROJECT INFO 1"IAT I ON PROPEIVY OWNER: KAM DERAK5HANi PROJECT ENGINEER: CK ENGINEERING 12(oO'i E MARGINAL WAY 5 PASKO KESOVIJA TUKWILA, WA 98068 19105 36TH AVE W., SUITE 205 (425) 165-0190 LYNNWOOD, WA 98036 PROJECT DESIGNER: (20o) 411-0610 HOME DESIGNS NORTHWEST SMP MANAGER: CHRIS LEONARD REZ CONSTRUCTION 19105 36TH AVE W., STE 205 12601 E. MARGINAL WAY S. LYNNWOOD, WA S5036 TUKWILA, WA 98168 (425) 402-6053 (206) HDNW,aCOMCA5T.NET LEGAL D SC I FT I ON RIVERTON ADD LOTS 2 4 3 LESS ST AKA TUKWILA LOT CONSOLIDATION L09-009 REC #20090611001158 PLAT BLOCK: 9 PLAT LOT: 24 3 PARCEL # 134560-0615 AfREA GALUCUL TION5 .ZONING INFO: ZONE: C/LI FRONT SETBACK: 20' SIDE SETBACK: MIN. 5', COMBINED 15' REAR SETBACK: 10' MAX. LOT COVERAGE: 50% FLOOR AREA RATIO (FAR): 50% MAX. HEIGHT: 25' ABOVE A.B.E. AREA SU1`11" ARY TOTAL LOT AREA = 22,450 5.F. EXISTING IMPERVIOU6 SURFACES EXISTING HOUSE FOOTPRINT = 1,436 S.F. EXISTING PARKING LOT = 4,014 S.F. EXISTING DRIVEWAY/ WALK WAYS = 2,056 S.F. TOTAL PROPOSED IMPERVIOUS SURFACES = 1,566122,450 = 33.1% iREQUIlREID_- DUDE COMPLIANCE 3 STALLS PER 1000 S.F. OF USABLE SPACE: 1.511 S.F. APPROVED STALLS REQUIRED. 1,511 / 1000 = 1.51 x 3 = 4.11 STALL REQ,1 1�2019 STALLS PROVIDED: 1 (w/ 1 ADA VAN STALL) STANDARD STALL: 9'x15' MIN. City of Tukwila ADA VAN STALL. 16'xIa' MIN. BUILDING DIVISION AISLE ANGLE: 90° AISLE WIDTH: 29' NOTE: ADDITIONAL PARKING TO REAR OF BUILDING FOR INCIDENTAL PARKING AVAILABLE FOR APPROX. 2 ADDITIONAL STANDARD VEHICLES InECEWED CITY C)F 1'IJ1041LA SEP 04 2019 PERMIT CENTER U U V 14 N W N Ljas Yp0 f Q� m 3 N 61 cl l01 4 En Qm Vl N c� Q (� z Q m ui Q i—@� N � Q J ff OL UJ U uJ i-- u- Cn 4 a E il— iH H 1l.1 4 FILE NO: 19-010 SHEET r15 ITS 33'-9" 2'-4" 12'-3" 51'-3 1/2" 11'-a 1/2" — — — — — — — — — — — — — --1 j 33 1/4" TALL FULL HT. j IiI IiI _ II IiI ICI m I I I I m AB w BOT. % I L(� 1- — — 12" WIDE x 8" DEEP CONT. FOOTING w/ SLAB ON GRADE I I (2)•4EARS CONT. j I EXISTING I j I (TYP.) i II i l I I F % I I I P.T. 2x4 PONY WALLS N If ------I r•-----� � BUILT UP AS NEEDED II ----- I I I IiI I IL----- �I 0 I/I v e 0 II I I r I i 8 4x4 HF •2 �_---_J / EXISTING COLUMN I I j -- — — w/ AC w TOP 4AB BOT j I a FOOTING / I ir i I e 7 I I I 9 _ v B II V ----- —�— — — — — — — — — — — — — — — — — — -.... _..... i (BM-3) I I =--------------J L k, L J 5'-3 1/2" 5'-0 3/4" 51'-3 1/2" 56'-4 1/4" FOUNDATION FLAN SCALE: 1/4" " 1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED SEP 3 0 2019 City of Tukwila BUILDING DIVISION R ECEIVED CITY OF TUKWILA CORR TION SEP 19 2019 `TR# PERMIT CENTER NOTES: - ALL NEW FOUNDATION STEM WALLS TO BE 8" THICK UNO. - ALL FTGS. TO BEAR ON UNDISTERBED SOIL MIN. 1500 Ibe. P.S.F. - SOLID BLOCKING OVER SUPPORTS. - FOUNDATION STEEL STRUCTURAL ENGINEER - SEE CALCS. - ALL BEAMS. TO BE 4x8 DF. •2 UNLESS NOTED OTHERWISE. - ALL WOOD IN CONTACT w/ CONCRETE TO BE PRESSURE TREATED - ALL METAL CONNECTORS IN CONTACT w/ PRESSURE TREADTED MATERIAL TO BE "Z-MAX" CORROSIVE RESISTANT MATERIAL OR EQUAL. - WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THE ARCHIECT/DESIGNER SHALL BE INFORMED OF ANY VARIATIONS FROM THE DIMESNIONS AND CONDITIONS SHOWN ON THE DRAWINGS PRIOR TO CONSTRUCTION. - TYPICAL MUD -SILL P.T. 2x6 w/ 5/8" %10" ANCHOR BOLTS w 24" O.C. w/ GLAV. 31'x3"x1/4" PLATE WASHERS - TYPICAL FOOTING - 16" W x 8" D w/ (2) 04 BARS CONT. UN.O. nU V 1� LDe 3N�N Q,6 :K LA >, ,6 0 0P N c sAyga�, <[ ; ,� m V/ ZUl 6� lU Q @� Q U U LL (� i. F LL 5 LL (� 1� lli U O 0— FILE NO: 19-ID10 SHEET ro II II II II II 51'-3 1/2" 26'-& 3/4" 4'-9" 10'-8" V-1 3/4" 2'-4" 12'-3" S'-V. (HDR 02) Stt"xl2" GLB 24F-V4 05 SH 33 114" T L 2I460VERIFY) iI I I i 4xI0 W LE FULL HT. WALL (FIELD VERIFY) W f I i ( II I II IIQ 3 I I IX b � I I I III Iyrr I! I I I � Q i Illul i I W i / I � 112m9°OH GAR PR I-------J I' Ih — IIIX / GARAGE I I / E>0'-2"X2ro'-5I' / 10, 1/2" IE. III j /--------- I------------------ — — _ -- —-------- — — — — — ------i (EXISTit�ks)WI&x4VSTEELBEAM ASSUMED --- i---- f I II II li ij �WOt1i) T / j j N i II nli i mall j r 11 LE II /%/,//////,/,//l//////////////ii///i///i////////////////////////i/////////��////////'////�////�/////�/////,�i%/////i/% 1 I I I 1 I 1 1 I 1 I I V-01/4" 33'-I1!2" V-13/4" 5ASEMENT FLOOR PLAN SCALE: 1/4" " 1'-0" STAIRWAY ILLUMINATION: ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH A MEANS TO ILLUMINATE THE STAIRS, INCLUDING: THE LANDINGS AND TREADS. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING. INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF EACH LANDING OF THE STAIRWAY, FOR INTERIOR STAIRS THE ARTIFICIAL LIGHT SOURCES SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS THAT I FOOT-CANDLE (11 LUX) MEASURED AT THE CENTER OF THE TREADS AND LANDINGS. EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AND ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF THE TOP LANDING OF THE STAIRWAY. EXTERIOR STAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM THE OUTSIDE GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF THE BOTTOM LANDING OF THE STAIRWAY. EXCEPTION: AN ARTIFICIAL LIGHT SOURCE IS NOT REQUIRED AT THE TOP AND BOTTOM LANDING, PROVIDED AN ARTIFICIAL. LIGHT SOURCE IS LOCATED DIRECTLY OVER EACH STAIRWAY SECTION. FIRE SLOGKING NOTES: FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED IN WOOD - FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS. I. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS AS FOLLOWS: 1.1. VERTICALLY AT THE CEILING AND FLOOR LEVELS. 12, HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET. """^----- REVIEWED FOR 2. AT ALL INTER CONNECTIONS BETWEEN CONCEALED VERTICAL CODE COMPLIANCE AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP APPROVED CEILINGS AND COVE CEILINGS. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS S ALL SEP 30 2019 COMPLY WITH SEDCTION R31122, 4. AT OPENINGS AROUND VENTS, PIPES, AND DUCTS AT CEILING FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE E City Of Tukwila PASSAGE OF FLAMES AND PRODUCTS OF COMBUSTION. 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE S t&DING DIVISION R100.16. 6, FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING UNIT SEPARATION. 1. PROVIDE SQUASH BLOCKS UNDER ALL POSTS * SHEARWALLS E?ECEWED NOTES: CITY OF t ii�llyl.l� ALL POSTS TO BE !2) 2x& HF. 42 UMO. SEP 4 2019 ALL BEAMS a HEADERS TO BE 4xi0 WF, 42 U.N.O. ALL GLU-LAM BEAMS TO BE ASSUMED 24F-V4 U.N.O. EXISTING PLATE IS 10-0 1/2" PERMIT CENTER TOP OF WINDOWS 15 ALL EXTERIOR WALLS TO BE INSULATED w/ KRAFT-FACED R-21 FIBERGLASS INSULATION. m DENOTES DOUBLE TRIMMERS AT EACH END OF HEADER THAT SPANS 6'-0" OR GREATER ® DENOTES MULTIPLE STUDS UNDER POINT LOADS SEE PLAN FOR NUMBER OF STUDS REQUIRED Q ALL SMOKE DETECTORS TO BE HOT WIRED AND INTERCONNECTED w/ BATTERY BACKUP SMOKE DETECTOR TO BE ON THE CEILING INSIDE THE DOOR OF EACH OFFICE ALL ENCLOSED USEABLE SPACE UNNDER STAIRS TO BE SHEATHED w/ 1/2" G.W.B. ALL WINDOWS WITHIN 15" OF THE FLOOR OR WITHIN 24" OF DOOR SWINGS, TUBS, AND SHOWERS, TO BE TEMPERED SAFETY GLASS. VENT. ALL FANS d DRYER EXAUST TO OUTSIDE - GUARDS TO BE PROVIDED AT ALL PORCHES, BALCONIES, OR RAISED FLOORS MORE T HAT 30" ABOVE THE FLOOR OR GRADE PER IRC R312. MINIMUM HEIGHT IS 36" (34" AT STAIRS) AND OPEN SIDES MUST HAVE INTERMEDIATE RAILS OR ORNAMENTATION THAT WILL NOT ALLOW PASSAGE OF A SPHERE 4" OR MORE IN DIAMETER _.t L 1� e N �Um 3,Q0 Li SQOe 0� �-1 ®LLI i� ay WA a «a �tl 44213 / S r 6� tq � MM W z cv � Lu O LL U � u_ U- V! La J 4J w IL FILE NO: 19-010 SHEET 2c r- 13 lFXISTW[) 2x12 .1015T5 a 16" OG P.T. 4x12 w/ 3x12 T MAIN FLOOR FRAMING -'LAN SCALE: 1/4" = I'-0" e 16" O.C. ADA RAMP SLOPE COMPOSITE DECK ",.T. AX 1" PER FOOT MATERIAL ADA THRESHOLD 2x8 JOISTS EXISTING CONC. SLAB P.T. 2x4 CLEAT w/ SIMPSON RFB4x4 BOLT a 16" O.C. I RAMP THRESHOLD DETAIL 1 3 % SCALE: 3/4" - 1'-0" GUARD I DETAIL P.T. 2x4 w/ A.B. F 12" WIDE n CONT. CONC. FOOTING w/ (2) -4 BARS CONT. D2TYPICAL RAMP LANDING 3 SCALE: 3/4" - 1'-0" 16" MAX. 1/2" 0 BOLTS w/ 11 WASHERS 4x4 POST S q (6) I/4"x3 1/2" SDS (3J loci SCREWS a 3" O.C. EA. SIDE STAGGERED 2. BLOCKING NAIL SHEATHING TO BLOCKING w/ 10d a 3" O.C. 4.4 POST w/ CAP a 48" O.C. MAX 2x4 RAIL Ix4 TRIM 2 2x2 PICKETS SPACED D ,a TO PREVENT PASSAGE i .0 OF A 4" o SPHERE m _t R ,�Ix4 TRIM DECK JOISTS PER PLAN 3 GUARDRAIL CONNECTION 3 SCALE: 3/4" = P-0" AMP SLOPE PER FOOT 2x5 JOISTS REVIEWED FOR )DE COMPLIANCE APPROVED SEP 30 2019 of Tukwila NG DIVISION RECEIVED CITY OF TUKWILA SEP 19 2019 PERMIT CENTER NOTES: - EXISTING FLOOR JOISTS ARE 2x12 a 16" O.G. UNA - STUDS IN BEARING WALLS ARE LIMITED TO 10' IN HEIGHT UNLESS AN APPROVED DESIGN IS SUBMITTED - ALL FLOOR JOIST TO BE BLOCKED AT BEARING. - MIN. 2" BEARING a END OF JSTS. - GLUE 4 NAIL 3/4" T4G PLYWOOD FOR FLOOR DECKING - HDR. 4xS Dr. 02 UNA. - POSTS (2) 2x6 UXO. - ALL G.L.B_ TO BE 24V-V4 UAO. —z� I qq , -0 Dvjs Vv �tt m N ytry� 3�@ Ln =O� r- A-% J m oVA sf0NAL L d mm Qt � 1 r mm N Z ,,,,'' t1.1 N � LU O Uj V O U O U- d) z Q U uI a FILE NO: 19-01O SHEET 3OF 51'-3 1/2" 8'-2 1/4" I6'-i i/8" 11, 3'-9 1/4" 23'-2 1/5" _'-2 1/4° I'-l" _ V-0 1/4" 11'-9 5/8" 28515 r 112 CAS 2g5�SH 3-2x6 MIN. 41J SH i✓ �ii:.,; .; ,ii; ,� r--NEW OPENlC 36" MIN. s a 5 BREAK ROOM --- B RECEPTION N —� i I1UQ -2x& MIN. 3-2x6 MIN g - - ENTRY _ -- I_ —_I __ 2� . _ — 2- - i� 1DR0V2" GLIB 24F-V4 % W-3 1/4" 4'-6' 6. 3-2x6 MN. DI 2 I. -'rCLOSE jj A X �' CONFERENCE I- SDo e 24 �A m --- B ° F N % `a �q 8'-4 3/4" IE 8D� I i I I EXISTING FIRE SYSTEM FIELD VERIFY COMPLIANCE CODE 2a _ FILL IN i VT.U. j o w/ CURRENT I _ EXISTING i 1 1/4" BARS TO 1 1/2 OFFICE x 0 WINDOWS 0 IN D AMETER AT W P� ( 1 IQ" BA BETWEEN < WALL 3 FAN FILL IN STORAGE (Tyf.) DI 3m ! Y.T� -i R S EXISTING DOOR �� up i fQ Q tL 5m3� Xp 504q XO ( MAX. SLOPE 1 ° PER FT. !yC 4'-5 1/2" L 3'-8 3/4" L 8'-3 1/2" 1'-S 5/8" -4 1/2' 2'-1" 8'-0 1/21, 8'-2 1/4" 16'-i 1/8" 4'-5 IR" 15'4" 51'-3 1/2" MAIN FLOOR P'L.AN SCALE: 1/4" = F-0" `' I m cU STAMAY ILLUMINATION: ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH A MEANS TO ILLUMINATE THE STAIRS, INCLUDING THE LANDINGS AND TREADS. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING, INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF EACH LANDNG OF THE STAIRWAY. FOR INTERIOR STAIRS THE ARTIFICIAL LIGHT SOURCES SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS THAT i FOOT-CANDLE (11 LUX) MEASURED AT THE CENTER OF THE TREADS AND LANDINGS. EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AND ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF THE TOP LANDING OF THE STAIRWAY. EXTERIOR STAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM THE OUTSIDE GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED N THE IMMEDIATE VICINITY OF THE BOTTOM LANDING OF THE STAIRWAY. EXCEPTION: AN ARTIFICIAL LIGHT SOURCE IS NOT REQUIRED AT THE TOP AND BOTTOM LANDING, PROVIDED AN ARTIFICIAL LIGHT SOURCE IS LOCATED DIRECTLY OVER EACH STAIRWAY SECTION. NOTES: ANY NEW OR REPLACED WINDOWS TO BE MIN, 30 U-VALUE ALL POSTS TO BE (2) 2x6 HF. 02 UNO. ALL BEAMS d HEADERS TO BE 4x10 Hr, 4 UN.O. ALL GLU-LAM BEAMS TO BE ASSUMED 24F-V4UN.O. EXISTING PLATE IS 8'-4 3/4" TOP OF WINDOWS IS ALL EXTERIOR WALLS TO BE INSULATED w/ R-21 FIBERGLASS INSULATION. - ® DENOTES DOUBLE TRIMMERS AT EACH END OF HEADER THAT SPANS 6'-0" OR GREATER - ® DENOTES MULTIPLE STUDS UNDER POINT LOADS SEE PLAN FOR NUMBER OF STUDS REOJIRED Q ALL SMOKE DETECTORS TO BE HOT WIRED AND INTERCONNECTED w/ BATTERY BACKUP SMOKE DETECTOR TO BE ON THE CEILING INSIDE THE DOOR OF EACH OFFICE ALL ENCLOSED USEABLE SPACE UNDER STAIRS TO BE SHEATHED w/ 1/2" G.W$. ALL WINDOWS WITHIN IS" OF THE FLOOR OR WITHIN 24" OF DOOR SWINGS, TUBS, AND SHOWERS, TO BE TEMPERED SAFETY GLASS. VENT ALL FANS t DRYER EXAUST TO OUTSIDE GUARDS TO BE PROVIDED AT ALL PORCHES, BALCONI O RAISED FLOORS MORE T HAT 30" ABOVE THE FLOOR OR GRAD Pa�I�D FOR MINIMUM HEIGHT IS 36" (34" AT STAIRS) AND OPEN SID INTERMEDIATE RAILS OR ORNAMENTATION THAT WILL N PPR� VEONCE OF A SPHERE 4" OR MORE IN DIAMETER FPR AREA SUMMARY: SEP 30 2019 EXISTING BASEMENT FLOOR = 1436 $F. EXISTING MAIN FLOOR 1,436 Sr, City o Tukwila EXISTING UPPER FLOOR = 162 sF. BUILDING DIVISION TOTAL = 3,634 SF, � �OrmI T T W T MAIN FLOOR KITCHEN - S1 Sr, BREAK ROOM - 110 SF. RECEPTION - 335 $F. OFFICE - 185 SF, CONFERENCE - 216 SF. TOTAL USABLE SPACE- 1051 SF. UPPER FLOOR: OFFCE 4 - 150 Sr, OFFICE 3 - 141 SF. OFFICE 2 - 121 SF. RECEPTION 2 - 102 SF, TOTAL USABLE SPACE- 520 SF. TOTAL = 1,511 SF RECEIVED CITY OF TUKWILA SEP 19 2019 PERMIT CENTER V 1-4 �m LiSyypO� J 6� C$N �0 p �q AdBgQ�, F o 4a213�p LU 4-1 Qrmo1 q icy zq lu cv � LU n/ o a O UJ U_ U z O VJ a LU J H U LU 0- FILE NO: 19-010 SHEET OF 2x8 FLOOR JOIST 0 W' O.0 I i d ix -&Die Ij I! ( I �i I I UFFER FLOOR FRAMING FLAN SCALE: 1/4" = 1'-0" REVIF�vt=,, WEDS CODE COMPLIANCE APPROVED SEP 30 2oI9 j City of Tukwila BUILDING DIVISION, PECENED CITY OF YLKWILA SEP 04 2019 PERk",.IIT CENTER NOTES: - EXISTING FLOOR JOIST ARE 2xI2 a 16" O.C. - STUDS IN SEARING WALLS ARE LIMITED TO 10' IN HEIGHT UNLESS AN APPROVED DESIGN 15 SUBMITTED - ALL FLOOR JOIST TO ESE BLOCKED AT BEARING. - MIN, 211 BEARING - END Or JSTS, GLUE 4 NAIL 3/4" T4G PLYWOOD FOR FLOOR DECKING HDR. 4x6 Dr-, -2 U.N.O. POSTS (2) 2z6 UXO. ALL GLZ. TO BE 24F-V4 UN.0. 4 LA Ypv ® LLI 0 WA 13 Qrm Zq o,, �j W, LU a F Uj LL ff W °o u U- LU 0- FILE NO: 19-010 SHEET or- 35'-03 3/4" V-4 3/4" 14'-2" 3-0" 3'-0" 1'-6 3/ . a x 2e I 2e2z — ------ I i — - li I i I i LINE OF 8'- i f i -------------- 8' f------------fE -3" � -------` _ Q "d i OFFICE 3 r �' OFFICE 4 , EXISTING EXISTING m ;. 2e SDzz - - cr m N / N m EXISTING FIRE SYSTEM ---_-- _ — °' i FIELD VERIFY COMPLIANCE —� i w/ CURRENT CODE It 24 I 11 SD OFFICE 2 y i I EXISTING --- i0 c0 — I — LINE OF � f2 � � I �------------------ 1 -� -�l J SST S 71 RECEPTION 2 I I L _-- % EXISTING i �� r — — ---- % SHELVES Qo i i I m m I � I F_L— :d. L — — — — — f J 2022 A$ 2a2 FIX 2a2x AS 1/2" 14'-4 1/4" 35'-S 3/4" UFF-SR FLOO2R' PLAN SCALE: 1/4" - 1'-0" STAIRWAY ILLUMINATION: ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH A MEANS TO ILLUMINATE THE STAIRS, INCLUDING THE LANDINGS AND TREADS. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING. INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AE ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OFEWED F LANDING OF THE STAIRWAY. FOR INTERIOR STAIRS THE ARTIFICIAL LCOMPLIA SOURCES SHALL BE CAPABLE OF ILLUMINATING TREADS AND LAND TO LEVELS NOT LESS THAT I FOOT-CANDLE (II LUX) MEASURED AT TPROVEDOF THE TREADS AND LANDINGS. EXTERIOR STAIRWAYS SHALLBE PWITH AND ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VIOF THE TOP LANDING OF THE STAIRWAY. EXTERIOR STAIRWAYS PROP 30 2019ACCESS TO A BASEMENT FROM THE OUTSIDE GRAPE LEVEL SHALL PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMVICINITY OF THE BOTTOM LANDING OF THE STAIRWAY. of TUkwiiEXCEPTION: G DIVIS AN ARTIFICIAL LIGHT SOURCE IS NOT REQUIRED AT THE TOP AND B LANDING, PROVIDED AN ARTIFICIAL LIGHT SOURCE 15 LOCATED DIRECTLY OVER EACH STAIRWAY SECTION. NOTES p, • ENI ED k :Et� _ tvtiit.. . 'ti - ALL POSTS TO BE (2) 2X6 HF. 4 UN.O. CITY Lii" � l: it - ALL BEAMS a HEADERS TO BE 4%UD HF-V UN.O. SEP 04 2019 - ALL GLU-LAM BEAMS TO BE ASSUMED 24F-Y4UN.0. - EXISTING PLATE IS V-4 3/4" PERMIT CENTER - TOP OF WINDOWS 15 6'-10" - ALL EXTERIOR WALLS TO BE INSULATED w/ KRAFT-FACED R-21 FIBERGLASS INSULATION. - ® DENOTES DOUBLE TRIMMERS AT EACH END OF HEADER THAT SPANS 6'-0" OR GREATER ® DENOTES MULTIPLE STUDS UNDER POINT LOADS - SEE PLAN FOR NUMBER OF STUDS REQUIRED Q ALL SMOKE DETECTORS TO BE HOT WIRED AND INTERCONNECTED w/ BATTERY BACKUP - SMOKE DETECTOR TO BE ON THE CEILING INSIDE THE DOOR OF EACH OFFICE ALL ENCLOSED USEABLE SPACE UNNDER STAIRS TO BE SHEATHED w/ 1/2" G.U.B. ALL WINDOWS WITHIN 18" OF THE FLOOR OR WITHIN 24" OF DOOR SWINGS, TUBS, AND SHOWERS, TO BE TEMPERED SAFETY GLASS. - VENT ALL FANS 4 DRYER EXAUST TO OUTSIDE - GUARDS TO BE PROVIDED AT ALL PORCHES, BALCONIES, OR RAISED FLOORS MORE T HAT 30" ABOVE THE FLOOR OR GRADE PER IRC R312. MINIMUM HEIGHT 15 36" (34" AT STAIRS) AND OPEN SIDES MUST HAVE INTERMEDIATE RAILS OR ORNAMENTATION THAT WILL NOT ALLOW PASSAGE OF A SPHERE 4" OR MORE IN DIAMETER. n t { �u U 1-4 [u m TQo R./I Y -,ds WT zo� m�b LLI cm 4 xWA Co R� dO , O� R 44273ol a� Q� t r 6x wVw�J � Z !tl`T W cv � a _j i� O U _ � U— R CE tLL '�1' OL � VJ N a v U 0- FILE NO: lg-OlO SHEET I �I i y b Ii,. �� EXISTt Ga RIDGE i � di�I Al � 12 PI�i 4 �"G z t I p I r j cv I/ cvif ROOF FRAMING FLAN BGALE: 1/4" - 1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED SEP 3 0 2019 City of Tukwila BUILDING DIVISION PECI-E itct) CITY OF TUW%';ILA SEP 0 4 2019 II CENTER NOTES- - ROOF FRAMiW. TO REMAIN UNGHAWSED � dU n� V 1� LD m 1113 � zo� OM eS m f� f e0d� �O 4427J ��SSIO/S 'Qm Q r 0"t t11 Z N� O flj LL U LL LL 11.t J H U 0 U— FILE NO: 19-010 SHEET -1op WEST ELEVATION SCALE: 1/4" = V-0" EDE30. SOUTH ELEVATION SCALE: 1/4" = F-0" H Vml REVIEWED FoR CODE COMPLIANCE APPROVED SEP 30 2019 City of Tukwila BUILDING DIVISION PECEWEI.) Cirf OF TUKWILA SEP 04 2019 PERMIT CENTER \ -n W LLJ Qcri 0 L11 LU 94, < LU ,p P 15 Z O Ul ty HJ -1 Uj Hi O Ci 11.1 FILE NO: 113-010 SHEET 0 OF e FL. fe. BASEMENT FLOOR WW 09, EAST ELEVATION SCALE: 1/4" = I'-0" -— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — NORTH ELEVATION SCALE: 1/4" = 1'-0" ROOF PITCH PER PLAN E NGIN - R-38 INSULATION I/2" OSB OR GDX IN SINGLE RAFTER ROOF SHEATHING VAULTED CEILINGS R-4S INSULATION IN VENTED BLOCK w/ AREAS w/ FLAT CEILING INSULATION BAFFLE MAIN FLOOR PLATE H-1 CLIP EACH FLOOR JOIST RAFTER PER PLAN METAL GUTTER GAU.B a TYVEK BUILDING WRAP 0.r INTERIOR WALLS TO ti! BE 2x4 0 IS" O.C. > 2x4 STUDS - i6" O.C. w/ 1/2" G.W.B. Q w LL R-15 MATT INSULATIO J 1/2" PLYWOOD SWEATING (TYPE PER ENGINEER) BEVEL SIDING V2" GAU.B. U= (REVEAL PER PLAN) � REVI WED t 0R ROOF DOWNSPOUTS 3/4" TdG P CODE COMPLIAW YWOcAP ROVED P.T. 2x SILL PLATE — MAIN FLOOR ZE P R E EEW 30 2019 METAL FLASHING R-30 INSUL TION "Z" FLASHING e RIGID INSULATION .i �. FLOOR JOIST City of Tukwila PER PLAN BUILDING DIVISIOP I�TNI��I�i I I rLi HI II III F=1 R-10 RIGID INSULATION d CRAWL SPACE g EXTERIOR TO BOTTOM I. II�III I(.c OF FOOTING (I III, s d I•-'.lt_4Z{'�. fj�lr1'x -11 fl a� FOUNDATION STEEL PER ENGINEER CITY OFl isiel -ILA 4" A PERF, PIPE 6 MIL BLACK 04 2019 FOOTING DRAIN WASHED ROCK VAPOR BARRIER SEP PERMITCENTER A TYPICAL WALL ,�SSEMBL`f g SCALE: In" = I'-0" U 1� �s �tl m N m ?Bs LLI d>j0 m ■ 8J WW Q� 0, (, 1 a�m r6� cn Q z� a� � ju O U l ,� a � ff U_ U_ O w VJ a J Ju FILE NO: 19-010 SHEET OF CLEARANCE BELOW KITCHEN SINK G) 9 INTERIOR ELEVATION5 - KITCHEN SCALE: 1/4" - 1'-0" MAX EIT L ,7LX LLJI `� 7 - x MIN. MIN.� 5EL 54" MIN 4" MAX- 12" MAX.' 4 PAPER IEL--� DISPENSER PTO SCD GB x X L I J ux; INTERIOR ELEVATIONS ACCE6815LE 5,4THROOM SCALE: 1/4" = 1'-0" LEVER HANDLES (TYP. ALL DOORS IN ACCESSIBLE ROUTE) INSTALL 34"-46" ABOVE FINISHED FLOOR HINGE SIDE (3) PER DOOR N.R.P. HINGES ON OUT -SWING DOORS ACCE5515LE DOOR HARDWAR NT6 FAINTED SYMBOL: — WHITE TRAFFIC PAINT 3" MIN. WIDE STRIPE PAINTED FIELD: — BLUE TRAFFIC PAINT V-0` SQUARE WITH B` RADIUS CORNERS NOTES: 1. SEE SITE PLAN FOR HANDICAPPED PARKING LOCATIONS. 2. SIGNAGE SHALL CONFORM TO THE WASHINGTON STATE ADMIN. CODE. C.L. OF STALL 4 SYMBOL 4'-3" TO EDGE OF STALL 1 4'-3" TO EDGE OF STALL re-1 O 0 CLEARANCES OW 51w, ACCESSORY KEY: eFL BARRIERFREE LAVATORY GB GRAB BAR MR MIRROR PTO PAPER TOWEL DISPENSER SCD SEAT COVER DISPENSER SO SOAP DISPENSER TPD TOILET PAPER DISPENSER WC WATER CLOSET WHERE DISPENSERS, OUTLETS, OR CONTROLS ARE INSTALLED ABOVE OBSTRUCTIONS (LAVATORIES, ETC.) ENSURE MAX DEPTH AND HEIGHT IN ACCORDANCE WITH ICCIANSI AIIIJ TABLE 603f. O5STRJCTfON MAX DEPTH DISPENSER REACH WT. MAX. 025 IN 4S IN 2 IN 46 IN 5 IN 42 IN & IN 40 IN e IN 36 IN 11 IN 34 IN REACH RANGE TABLE 603A, _RE VI E %.-16 F &R_ CODE COMPLIANCE �PL' APPROVED SEP 30 2019 'o City Of Tukwila BUILDING DIVISION r-lEcEivEt-1 CITY C)F Tu"W-11-A SEP 04 2019 PERFUIT CENTER -4 0 0 LLI C;7 CD LU cN Zq cz cl Q tu Ui q tu V LL LL 0 dj La FILE NO: 19_010 SHEET F-2D- STRUCTURAL NOTES GENERAL REQUIREMENTS & DESIGN CRITERIA BUILDING CODE & REFERENCE STANDARDS: THE "INTERNATIONAL BUILDING CODE", 2015 EDITION, GOVERNS THE DESIGN AND CONSTRUCTION OF THIS PROJECT. REFERENCE TO A SPECIFIC SECTION IN THE CODE DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE ENTIRE MATERIALS REFERENCE STANDARDS NOTED BELOW. THE LATEST EDITION OF THE MATERIALS REFERENCE STANDARDS SHALL BE USED. ARCHITECTURAL DRAWINGS: REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION INCLUDING, BUT NOT LIMITED TO: DIMENSIONS, ELEVATIONS, SLOPES, DOOR AND WINDOW OPENINGS, NON -BEARING WALLS, STAIRS, CURBS, DRAINS, DEPRESSIONS, RAILINGS, WATERPROOFING, FINISHES AND OTHER NONSTRUCTURAL ITEMS. STRUCTURAL RESPONSIBILITIES: THE PE IS RESPONSIBLE FOR THE STRENGTH AND STABILITY OF THE PRIMARY STRUCTURE IN ITS COMPLETED STATE. CONTRACTOR RESPONSIBILITIES: THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND ALL JOB RELATED SAFETY STANDARDS SUCH AS OSHA AND WSHA. THE CONTRACTOR IS RESPONSIBLE FOR THE STRENGTH AND STABILITY OF THE STRUCTURE DURING CONSTRUCTION AND SHALL PROVIDE TEMPORARY SHORING, BRACING AND OTHER ELEMENTS REQUIRED TO MAINTAIN STABILITY UNTIL THE STRUCTURE IS COMPLETED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THE WORK REQUIRED IN THE CONSTRUCTION DOCUMENTS AND THE REQUIREMENTS FOR EXECUTING IT PROPERLY. DISCREPANCIES: IN CASE OF DISCREPANCIES BETWEEN THESE GENERAL NOTES, THE CONTRACT DRAWINGS AND SPECIFICATIONS, AND/OR REFERENCE STANDARDS, THE ENGINEER SHALL DETERMINE WHICH SHALL GOVERN. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE WORK. SITE VERIFICATION: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO FABRICATION AND/OR CONSTRUCTION. CONFLICTS BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL. BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE WORK. ALL UNDERGROUND UTILITIES SHALL BE DETERMINED BY THE CONTRACTOR PRIOR TO EXCAVATION OR DRILLING. WIND DESIGN: N/A SEISMIC DESIGN: N/A SNOW LOAD: GROUND SNOW LOAD, PG = 20 PSF; FLAT ROOF SNOW LOAD, PF = 25 PSF (DRIFT LOADS CONSIDERED PER ASCE 7 WHERE APPLICABLE); SNOW EXPOSURE FACTOR, CE = 1.0; SNOW IMPORTANCE FACTOR, IS = 1.0; THERMAL FACTOR, CT = 1.0, LIVE LOADS: ROOF (LIVE) 20 PSF ROOF (SNOW) 25 PSF RESIDENTIAL FLOOR 40 PSF RESIDENTIAL DECK 60 PSF DEFERRED SUBMITTALS: ITEMS DESIGNED BY OTHERS SHALL INCLUDE CALCULATIONS, SHOP DRAWINGS AND PRODUCT DATA, DESIGN SHALL BE PREPARED BY THE SSE AND SUBMITTED TO THE ARCHITECT AND SER FOR REVIEW PRIOR TO SUBMISSION TO THE JURISDICTION FOR APPROVAL. THE SSE SHALL SUBMIT TO THE ENGINEER FOR REVIEW CALCULATIONS AND SHOP DRAWINGS THAT ARE STAMPED AND SIGNED BY THE SSE. REVIEW OF THE SSE'S SHOP DRAWINGS IS FOR GENERAL COMPLIANCE WITH DESIGN CRITERIA AND COMPATIBILITY WITH THE DESIGN OF THE PRIMARY STRUCTURE AND DOES NOT RELIEVE THE SSE OF RESPONSIBILITY FOR THAT DESIGN. ALL NECESSARY BRACING, TIES, ANCHORAGE, AND PROPRIETARY PRODUCTS SHALL BE FURNISHED AND INSTALLED PER MANUFACTURER'S INSTRUCTIONS OR THE SSE'S DESIGN DRAWINGS AND CALCULATIONS. INSPECTIONS: ALL CONSTRUCTION IS SUBJECT TO INSPECTION BY THE BUILDING OFFICIAL IN ACCORDANCE WITH IBC SEC 109. THE CONTRACTOR SHALL COORDINATE ALL REQUIRED INSPECTIONS WITH THE BUILDING OFFICIAL. SUBMIT COPIES OF ALL INSPECTION REPORTS TO THE ENGINEER FOR REVIEW. PREFABRICATED CONSTRUCTION: ALL PREFABRICATED CONSTRUCTION SHALL CONFORM TO IBC SEC 1703.6. GEOTECHNICAL INSPECTION: THE GEOTECHNICAL ENGINEER OR BUILDING OFFICIAL SHALL INSPECT ALL PREPARED SOIL BEARING SURFACES PRIOR TO PLACEMENT OF CONCRETE AND REINFORCING STEEL AND PROVIDE A LETTER TO THE OWNER STATING THAT SOILS ARE ADEQUATE TO SUPPORT THE "ALLOWABLE FOUNDATION PRESSURE" SHOWN BELOW. SOIL VALUES SHALL BE FIELD VERIFIED BY THE BUILDING OFFICIAL OR THE GEOTECHNICAL ENGINEER PRIOR TO PLACING CONCRETE. DESIGN SOIL VALUES: ALLOWABLE BEARING PRESSURE (ASSUMED) 1500 PSF PASSIVE LATERAL PRESSURE 150 PSF/FT ACTIVE LATERAL PRESSURE (UNRESTRAINED) 35 PSF/FT ACTIVE LATERAL PRESSURE (RESTRAINED) 50 PSF/FT COEFFICIENT OF SLIDING FRICTION 0.25 SLABS -ON -GRADE & FOUNDATIONS: ALL FOUNDATIONS SHALL BEAR ON STRUCTURAL COMPACTED FILL OR COMPETENT NATIVE SOIL PER THE GEOTECHNICAL REPORT. ALL SLABS -ON -GRADE SHALL BE FOUNDED ON APPROPRIATE SUB -GRADE PREPARATION AS NOTED IN THE GEOTECHNICAL REPORT. EXTERIOR PERIMETER FOOTINGS SHALL BEAR NOT LESS THAN 18 INCHES BELOW FINISH GRADE, OR BY THE GEOTECHNICAL ENGINEER AND THE BUILDING OFFICIAL. INTERIOR FOOTINGS SHALL BEAR NOT LESS THAN 12 INCHES BELOW FINISH FLOOR. COMPACTION: UNLESS OTHERWISE SPECIFIED BY A GEOTECHNICAL ENGINEER, FOOTINGS SHALL BE PLACED ON COMPACTED MATERIAL AND SHALL BE WELL -GRADED GRANULAR MATERIAL WITH NO MORE THAN 5% PASSING A #2 SIEVE. FILLS PLACED SHALL BE IN MAXIMUM 8" LIFTS AND ALL BEARING SOILS SHALL BE COMPACTED TO 95% MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT USING THE MODIFIED PROCTOR TEST. CAST -IN -PLACE CONCRETE & REINFORCEMENT REFERENCE STANDARDS: CONFORM TO: (1) ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY". (2) IBC CHAPTER 19. (3) ACI 301 "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE", SEC 3 "REINFORCEMENT AND REINFORCEMENT SUPPORTS." FIELD REFERENCE: THE CONTRACTOR SHALL KEEP A COPY OF ACI FIELD REFERENCE MANUAL, SP-15, "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE (ACI 301) WITH SELECTED ACI AND ASTM REFERENCES." CONCRETE MIXTURES: CONFORM TO ACI 318 CHAPTER 5 "CONCRETE QUALITY, MIXING, AND PLACING." MATERIALS: CONFORM TO ACI 318 CHAPTER 3 "MATERIALS" FOR REQUIREMENTS FOR CEMENTITIOUS MATERIALS, AGGREGATES, MIXING WATER AND ADMIXTURES. REINFORCING BARS ASTM A615, GRADE 60, DEFORMED BARS. DEFORMED WELDED WIRE FABRIC ASTM A497 BAR SUPPORTS CRSI MSP-2, CHAPTER 3 "BAR SUPPORTS." TIE WIRE 16.5 GAGE OR HEAVIER, BLACK ANNEALED. MIX DESIGNS: PROVIDE A 5-SACK MINIMUM, 28-DAY COMPRESSIVE STRENGTH F'C = 2,500 PSI CONCRETE MIX WITH MAXIMUM 3/4" AGGREGATE AND 0.50 W/C RATIO FOR ALL ISOLATED POST AND CONTINUOUS WALL FOOTINGS, SLABS -ON -GRADE, AND BASEMENT WALLS EXTENDING NO MORE THAN 8" ABOVE FINISH GRADE ELEVATION, FOR BASEMENT WALLS EXTENDING MORE THAN 8" ABOVE FINISH GRADE AND ALL SITE WALLS, PROVIDE A 5-1/2 SACK MINIMUM F'C = 3,000 PSI CONCRETE MIX WITH MAXIMUM 3/4" AGGREGATE AND 0.50 W/C RATIO. MIX DESIGN NOTES: (1) W/C RATIO: WATER-CEMENTITIOUS MATERIAL RATIOS SHALL BE BASED ON THE TOTAL WEIGHT OF CEMENTITIOUS MATERIALS. (2) CEMENTITIOUS CONTENT: THE USE OF FLY ASH, OTHER POZZOLANS, SILICA FUME, OR SLAG SHALL CONFORM TO ACI 301 SEC 4.228.B. MAXIMUM AMOUNT OF FLY ASH SHALL BE 20% OF TOTAL CEMENTITIOUS CONTENT UNLESS REVIEWED AND APPROVED OTHERWISE BY SER. (3) AIR CONTENT: CONFORM TO ACI 301 SEC 4.2.2.4. HORIZONTAL EXTERIOR SURFACES IN CONTACT WITH THE SOIL REQUIRE ENTRAINED AIR. USE "MODERATE EXPOSURE". VERTICAL EXTERIOR SURFACES REQUIRE "MODERATE EXPOSURE". TOLERANCE IS +/- 1-1/2%. AIR CONTENT SHALL BE MEASURED AT POINT OF PLACEMENT. (4) SLUMP: CONFORM TO ACI 301 SEC 4.2.2.2. SLUMP SHALL BE DETERMINED AT POINT OF PLACEMENT. (5) NON -CHLORIDE ACCELERATOR: NON -CHLORIDE ACCELERATING ADMIXTURE MAY BE USED IN CONCRETE SLABS PLACED AT AMBIENT TEMPERATURES BELOW 50F AT THE CONTRACTOR'S OPTION. FORMWORK: CONFORM TO ACI 301 SEC 2 "FORMWORK AND FORM ACCESSORIES." REMOVAL OF FORMS SHALL CONFORM TO SEC 2.3.2 EXCEPT STRENGTH INDICATED IN SEC 2.3.2.5 SHALL BE 0.75 F'C. MEASURING MIXING AND DELIVERY: CONFORM TO ACI 301 SEC 4.3. HANDLING PLACING CONSTRUCTING AND CURING: CONFORM TO ACI 301 SEC 5. REBAR FABRICATION & PLACING: CONFORM TO ACI 301, SEC 3.2.2 "FABRICATION", AND ACI SP--66 "ACI DETAILING MANUAL." CONFORM TO ACI 301, SEC 3.3.2 "PLACEMENT." PLACING TOLERANCES SHALL CONFORM TO SEC 3.3.2.1 "TOLERANCES." SPLICES: CONFORM TO ACI 301, SEC 3.3.2.7. REFER TO PLANS FOR TYPICAL SPLICES FIELD BENDING: CONFORM TO ACI 301 SEC 3.3.2.8. "FIELD BENDING OR STRAIGHTENING." BAR SIZES #3 THROUGH #5 MAY BE FIELD BENT COLD THE FIRST TIME. OTHER BARS REQUIRE PREHEATING. DO NOT TWIST BARS. CORNERS BARS: PROVIDE MATCHING -SIZED "L" CORNER BARS FOR ALL HORIZONTAL WALL AND FOOTING BARS WITH THE APPROPRIATE SPLICE LENGTH, UNO. CONCRETE COVER: CONFORM TO THE FOLLOWING COVER REQUIREMENTS FROM ACI 301, TABLE 3.3.2.3: CONCRETE CAST AGAINST EARTH 3" CONCRETE EXPOSED TO EARTH OR WEATHER (#5 & SMALLER) 1-1/2" BARS IN SLABS AND WALLS 3/4" CONSTRUCTION JOINTS: CONFORM TO ACI 301 SEC 2.2.2-5, 5.1.2.3A, 5.2.2.1, AND 5.3.2.6. CONSTRUCTION JOINTS SHALL BE LOCATED AND DETAILED AS ON THE CONSTRUCTION DRAWINGS. USE OF AN ACCEPTABLE ADHESIVE, SURFACE RETARDER, PORTLAND CEMENT GROUT, OR ROUGHENING THE SURFACE IS NOT REQUIRED UNLESS SPECIFICALLY NOTED ON THE DRAWINGS. WHERE SHEAR BOND IS REQUIRED, ROUGHEN SURFACES TO 1/4" AMPLITUDE. WnOn PRAMINr REFERENCE STANDARDS: CONFORM TO: (1) IBC CHAPTER 23 "WOOD", (2) NOS AND NOS SUPPLEMENT - "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", (3) ANSI/TPI 1 "NATIONAL DESIGN STANDARD FOR METAL -PLATE -CONNECTED WOOD TRUSS CONSTRUCTION", DEFERRED SUBMITTALS: SUBMIT PRODUCT DATA AND PROOF OF ICC APPROVAL FOR FRAMING MEMBERS AND FASTENERS THAT HAVE BEEN DESIGNED BY OTHERS. SUBMIT CALCULATIONS PREPARED BY THE SSE IN THE STATE OF WASHINGTON FOR ALL MEMBERS AND CONNECTIONS DESIGNED BY OTHERS ALONG WITH SHOP DRAWINGS. ALL NECESSARY BRIDGING, BLOCKING, BLOCKING PANELS AND WEB STIFFENERS SHALL BE DETAILED AND FURNISHED BY THE SUPPLIER. TEMPORARY AND PERMANENT BRIDGING SHALL BE INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S SPECIFICATIONS. DEFLECTION LIMITS SHALL BE AS NOTED UNDER DESIGN LOADS SECTION. IDENTIFICATION: ALL SAWN LUMBER AND PRE -MANUFACTURED WOOD PRODUCTS SHALL BE IDENTIFIED BY THE GRADE MARK OR A CERTIFICATE OF INSPECTION ISSUED BY THE CERTIFYING AGENCY. MATERIALS: -- SAWN LUMBER: CONFORM TO GRADING RULES OF WWPA, WCLIB OR NLGA. FINGER JOINTED STUDS ACCEPTABLE AT INTERIOR WALLS ONLY. MEMBER USE SIZE SPECIES GRADE STUDS & POSTS 2x, 4x HEM -FIR NO. 2 RAFTERS 2x4 - 2x10 HEM -FIR NO. 2 BEAMS 4x8 - 4x12 HEM -FIR NO. 2 BEAMS 6x8 - 6x12 HEM -FIR NO. 2 POSTS & TIMBERS 6x, 8x DOUG-FIR NO. 2 - GLUED LAMINATED TIMBER: CONFORM TO AITC 117 "STANDARD SPECIFICATIONS FOR STRUCTURAL GLUE -LAMINATED TIMBER OF SOFTWOOD SPECIES, MANUFACTURING AND DESIGN" AND ANSI/AITC A190.1 "STRUCTURAL GLUED LAMINATED TIMBER." CAMBER ALL GLUED LAMINATED MEMBERS BEAMS TO 2000' RADIUS, UNLESS SHOWN OTHERWISE ON THE PLANS. MEMBER USE SIZES SPECIES STRESS CLASS USES BEAMS ALL DF/DF 24F-1.8E SIMPLE SPANS ALL DF/DF 24F-1.8E [(-FB)=(+FB)] CANTILEVER SPANS METAL PLATE CONNECTED WOOD ROOF TRUSSES: CONFORM TO IBC SEC 2303.4 "TRUSSES." - WOOD STRUCTURAL SHEATHING (.PLYWOOD: WOOD APA-RATED STRUCTURAL SHEATHING INCLUDES: ALL VENEER PLYWOOD, ORIENTED STRAND BOARD, WAFERBOARD, PARTICLEBOARD, 11-11 SIDING, AND COMPOSITES OF VENEER AND WOOD BASED MATERIAL. CONFORM TO PRODUCT STANDARDS PS-1 AND PS-2 OF THE U.S. DEPT. OF COMMERCE AND THE AMERICAN PLYWOOD ASSOCIATION (APA). MINIMUM APA RATING LOCATION THICKNESS SPAN RATING PLYWQOD GRADE EXPOSURE ROOF 15/32" 32/16 C-D 1 FLOOR 23/32" T&G 24 OC STURD-I-FLOOR 1 WALLS 15/32" 32/16 C-D 1 WALLS(ALT) 7/16" OSB 24/16 C-D 1 - JOIST HANGERS AND CONNECTORS: SHALL BE "STRONG TIE" BY SIMPSON COMPANY OR USP EQUIVALENT AS SPECIFIED IN THEIR LATEST CATALOGS. ALTERNATE CONNECTORS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED THEY HAVE CURRENT ICC APPROVAL FOR EQUIVALENT OR GREATER LOAD CAPACITIES AND ARE REVIEWED AND APPROVED BY THE SER PRIOR TO ORDERING. CONNECTORS SHALL BE INSTALLED PER THE MANUFACTURER'S INSTRUCTIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE 1/2 OF THE NAILS OR BOLTS IN EACH MEMBER. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS NOTED OTHERWISE ALL NAILS SHALL BE FULL LENGTH COMMON, NAIL STRAPS TO WOOD FRAMING AS LATE AS POSSIBLE IN THE FRAMING PROCESS TO ALLOW THE WOOD TO SHRINK AND THE BUILDING TO SETTLE. - NAILS AND STAPLES: CONFORM TO IBC SEC 2303.6 "NAILS AND STAPLES." UNLESS NOTED ON PLANS, NAIL PER IBC TABLE 2304.9.1. UNLESS NOTED OTHERWISE ALL NAILS SHALL BE COMMON. NAIL SIZES SPECIFIED ON THE DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE LENGTH DIAMETER 8d 2-1/2" 0.131" 10d 3" 0.148" (8d & 10d ALTERNATIVE) PASLODE TETRAGRIP NAILS 2-3/8" 0.113" 12d (16d SINKER) 3-1/4" 0.148" 16d 3-1/2" 0.162" - LAG BOLTS/BOLTS: CONFORM TO ASTM A307. NAILING REQUIREMENTS: PROVIDE MINIMUM NAILING IN ACCORDANCE WITH IBC TABLE 2304.9.1 "FASTENING SCHEDULE" EXCEPT AS NOTED ON THE DRAWINGS. NAILING FOR ROOF/FLOOR DIAPHRAGMS/SHEAR WALLS SHALL BE PER DRAWINGS. NAILS SHALL BE DRIVEN FLUSH AND SHALL NOT FRACTURE THE SURFACE OF SHEATHING. STANDARD LIGHT -FRAME CONSTRUCTION: UNLESS NOTED ON THE PLANS, CONSTRUCTION SHALL CONFORM TO IBC SEC 2308 "CONVENTIONAL LIGHT -FRAME CONSTRUCTION" AND IBC SEC 2304 "GENERAL CONSTRUCTION REQUIREMENTS." (1) WALL FRAMING: UNLESS OTHERWISE NOTED, ALL INTERIOR WALLS SHALL BE 2X4 @ 16"OC AND ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"OC. PROVIDE (2)BUNDLED STUDS MIN AT WALL ENDS AND EACH SIDE OF ALL OPENINGS. ONO, ALL SOLID SAWN LUMBER HEADERS SHALL BE SUPPORTED BY A MINIMUM OF (1)TRIM AND (1)KING STUD AND ALL GLULAM OR ENGINEERED WOOD HEADERS BY (2)TRIM AND (2)KING STUDS. AT FRAMED WALLS, ONO, ALL SOLID SAWN LUMBER BEAMS SHALL BE SUPPORTED ON A MINIMUM OF (2) BUNDLED 2X STUDS AND ALL GLULAM OR ENGINEERED WOOD BEAMS ON A MINIMUM OF (3) BUNDLED 2X STUDS. STITCH -NAIL BUNDLED STUDS WITH (2)10D @ 12"OC. UNO, ALL INTERIOR AND EXTERIOR HEADERS SHALL BE 4X6. PROVIDE SOLID BLOCKING THIRD FLOORS TO SUPPORTS BELOW FOR BEARING WALLS AND POSTS, UNO, ATTACH BOTTOM PLATES OF STUD WALLS TO WOOD FRAMING BELOW WITH 16D @ 12"OC OR TO CONCRETE WITH 5/8"-DIA. ANCHOR BOLTS X 7" EMBEDMENT AT 48"OC. REFER TO SHEAR WALL SCHEDULE FOR SPECIFIC SHEATHING, STUD, AND NAILING REQUIREMENTS AT SHEAR WALLS. UNO, PROVIDE GYPSUM SHEATHING ON INTERIOR SURFACES AND PLYWOOD SHEATHING ON EXTERIOR SURFACES. (2) ROOF/FLOOR FRAMING: UNLESS OTHERWISE NOTED, PROVIDE DOUBLE JOISTS/RAFTERS UNDER ALL PARALLEL BEARING PARTITIONS AND SOLID BLOCKING AT ALL BEARING POINTS. PROVIDE DOUBLE JOISTS AROUND ALL ROOF/FLOOR OPENINGS. ONO, MULTI-JOISTS/RAFTERS SHALL BE STITCH -NAILED TOGETHER WITH (2)10D @ 12"OC. PROVIDE ROOF SHEATHING EDGE CLIPS CENTERED BETWEEN FRAMING AT UNBLOCKED PLYWOOD EDGES. ALL FLOOR SHEATHING SHALL HAVE TONGUE AND GROOVE JOINTS OR BE SUPPORTED BY SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF ROOF/FLOOR SHEATHING. ROOF/FLOOR SHEATHING SHALL BE LAID FACE GRAIN PERPENDICULAR TO FRAMING MEMBERS. MOISTURE CONTENT: WOOD MATERIAL USED FOR THIS PROJECT SHALL HAVE MAXIMUM MOISTURE CONTENT OF 19% EXCEPT FOR THE PRESSURE -TREATED WOOD SILL PLATE, PRESERVATIVE TREATMENT: WOOD MATERIALS ARE REQUIRED TO BE "TREATED WOOD" UNDER CERTAIN CONDITIONS IN ACCORDANCE WITH IBC SEC 2304.12 "PROTECTION AGAINST DECAY AND TERMITES". CONFORM TO THE APPROPRIATE STANDARDS OF THE AMERICAN WOOD -PRESERVERS ASSOCIATION (AWPA) FOR SAWN LUMBER, GLUED LAMINATED TIMBER, ROUND POLES, WOOD PILES AND MARINE PILES. FOLLOW AMERICAN LUMBER STANDARDS COMMITTEE (ALSC) QUALITY ASSURANCE PROCEDURES. PRODUCTS SHALL BEAR THE APPROPRIATE MARK. METAL CONNECTORS/PT WOOD: CK ENGINEERING LLC RECOMMENDS THAT ALL METAL HARDWARE AND FASTENERS IN CONTACT WITH PRESSURE TREATED LUMBER BE STAINLESS STEEL TYPE 316L. AT THE OWNER'S RISK AND DISCRETION, HOT -DIPPED GALVANIZED METAL HARDWARE AND FASTENERS MAY BE INVESTIGATED FOR USE IN LIEU OF STAINLESS STEEL PROVIDED THAT THE FINISH HAS A MINIMUM ZINC CONTENT OF AT LEAST 1.85 OZ/SF AND ITS USE IS COORDINATED BY THE CONTRACTOR AND WOOD SUPPLIER FOR THE EXPECTED ENVIRONMENT AND MOISTURE EXPOSURE FOR APPROPRIATE USE BASED ON THE METHOD OF PRESERVATIVE TREATMENT OF THE WOOD. REVIEWED FOR.- - CODE COMPLIANCE APPROVED SEP 30 2019 City of Tukwila BUILDING DIVISION /i f CITy OF -ri 11e14ILA SEP 04 2019 PERMIT CENTER 6/28/2019 J W r) 0 vj Q W 00 O CT W U �> �g W 0 1 ~ CN r'^ V) - Ci Drawn By: PK Checked By: SC Date: 6-28-2019 • EW STRUCTURAL NOTES/SCHED. S-1.0 u a a u 0- oW c 'o ZW, -1 0 W 6/28/2019 I W 0 0 W 00 —1 00 < ol W Z< LL uj " 0 C:) 10 b Drawn By: PK Checked By: SC Date: 6-28-2019 CK JOB NO. 19-030 STRUCTURAL DETAILS S-2.0