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Permit D16-0236 - MEZGEBU RESIDENCE - NOOK AND MASTER BATH ADDITION
MEZGEBU RESIDENCE 5906 S 144 ST D16-0236 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.Rov DEVELOPMENT PERMIT 3365901346 Permit Number: D16-0236 5906 S 144TH ST Project Name: MEZGEBU RESIDENCE Issue Date: 9/6/2016 Permit Expires On: 3/5/2017 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: MEZGEBU TEWODROS 5906 S 144TH ST, TUKWILA, WA, 98168 DANTE PALMAFFY 12925 47TH DR SE , EVERETT, WA, 98208 NEW HORIZON CONSTRUCTION LLC 27440 141ST AVE SE , KENT, WA, 98042 NEWHOHC984NB Phone: (425) 345-2530. Phone: Expiration Date: 8/28/2018 DESCRIPTION OF WORK: ADDITION TO REAR OF RESIDENCE TO ADD NOOK AND MASTER BATH/CLOSET. ON LOWER LEVEL EXPAND EXISTING BEDROOM AND CREATE OUTSIDE STORAGE. Project Valuation: $48,328.80 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $2,665.40 Occupancy per IBC: R-3 Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: c1/ hi'Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agr e to the conditions attached to this permit. Signature: Print Name: c - L°S e_jektJ Date: Cr kg)) 6 This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: 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. 3: 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. 4: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 5: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 6: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 7: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 8: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 9: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 10: All wood to remain in placed concrete shall be treated wood. 11: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 12: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 13: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 14: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 15: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 16: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 17: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 18: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 19: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 20: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 0201 FOOTING 0202 FOOTING DRAINS 0200 FOUNDATION WALL 0409 FRAMING 0606 GLAZING 0608 PIPE INSULATION 0104 REMOVE STOP WORK 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 4000 SI -CONCRETE CONST 4036 SI -DRIVEN DEEP FOUND 4046 SI-EPDXY/EXP CONC 4035 SI -SOILS 4004 SI -WELDING Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.sov DEVELOPMENT PERMIT 3365901346 Permit Number: D16-0236 5906 S 144TH ST Project Name: MEZGEBU RESIDENCE Issue Date: 9/6/2016 Permit Expires On: 3/5/2017 Owner: Name: Address: MEZGEBU TEWODROS 5906 S 144TH ST, TUKWILA, WA, 98168 Contact Person: Name: DANTE PALMAFFY Address: 12925 47TH DR SE , EVERETT, WA, 98208 Contractor: Name: OWNER AFFIDAVIT Address: License No: Lender: Name: Address: Phone: (425) 345-2530 Phone: Expiration Date: DESCRIPTION OF WORK: ADDITION TO REAR OF RESIDENCE TO ADD NOOK AND MASTER BATH/CLOSET. ON LOWER LEVEL EXPAND EXISTING BEDROOM AND CREATE OUTSIDE STORAGE. Project Valuation: $48,328.80 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $2,665.40 Occupancy per IBC: R-3 Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: PI✓ g th Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit a agree to the conditions attached to this permit. Signature: Print Name: %ec.JDcI YOS l e.27.P.6c' Date: D9 joL / M This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: 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. 3: 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. 4: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 5: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 6: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 7: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 8: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 9: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 10: All wood to remain in placed concrete shall be treated wood. 11: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 12: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 13: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 14: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 15: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 16: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 17: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 18: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 19: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 20: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 0201 FOOTING 0202 FOOTING DRAINS 0200 FOUNDATION WALL 0409 FRAMING 0606 GLAZING 0608 PIPE INSULATION 0104 REMOVE STOP WORK 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 4000 SI -CONCRETE CONST 4036 SI -DRIVEN DEEP FOUND 4046 SI-EPDXY/EXP CONC 4035 SI -SOILS 4004 SI -WELDING 0602 SLAB/FLOOR INSUL CITY OFTUKY►._ A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. ) it° a5(0 Date Application Accepted: Date Application Expires: (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 ? p/„ I 4_34.. 4.4^ Site Address: Tenant Name: 4 PROPERTY OWNER (� Name: �44/J7- i c%N(6c���F—�, l Name: -z MEd Q, ea City: State: W4 Zip:? �'T G Address:' cG�!6 _ e feilk 66r: S. 6b� Email: D P.A4/� l City: f , /It State: 6114_ Zip: CONTACT PERSON - person receiving all project communication (� Name: �44/J7- i c%N(6c���F—�, l Address: ( 7iQ7� 4/ +-"042....&-- t City: State: W4 Zip:? �'T G Phone: 4 3 zst Email: D P.A4/� l �`i pitt4L► Uisl GENERAL CONTRACTOR INFORMATION Company Name: ic7.� r �_ N Company Name: b ,P4 Address: Architect Name: D76 City: State: Zip: Phone: Fax: City: Eve,-... State: 1 _'n ZipL) �+ l mie Contr Reg No.: Exp Date: Tukwila Business License No.: LOIS. H:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh King Co Assessor's Tax No.: ?J 3c.e O " 134-a Suite Number: Floor: New Tenant: ❑ Yes ❑ .. No ARCHITECT OF RECORD Company Name: REFD igt iV.(;ae , Company Name: b ,P4 it, mi Architect Name: D76 ae-144,047(---1 Address: I ZLI'ZS + 02, sc City: Eve,-... State: 1 _'n ZipL) �+ l mie Phone:4 s- 516-- l � zs4 : Email: D$�1c. tam= ,%�"��£,t LOIS. ENGINEER OF RECORD Company Name: REFD igt iV.(;ae , Engineer Name: k -i 6;16-- D �--D Address: tot‘Z� ? 4, /NCAA _ City: L.? AfAi � D State:t _ /,l�jt Zip�e , 'T� Phone: 4,. Ti6 tril Email: ����(j I���(��,,��,�� City: V 44., lc) LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: -ZWoU SDS pi P Zjet, v v . Address: s^itrocS , )1.40. s ,r City: V 44., lc) State: w k Zip:1 / 6 g Page 1 of 4 BUILDING PERMIT INFORMATI( 206-431-3670 Valuation of Project (contractor's bid price): $ 44C4t7 Existing Building Valuation: $ ` coo Describe the scope of work (please provide detailed information): Ai?* t Z7o#J 7 oF 26374ctsAicer Will there be new rack storage? ❑ .... Yes p..No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) I� S *For an Accessory dwelling, provide the following: Lot Area (sq ft): !Z S(eb Floor area of principal dwelling: ZED Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers 0 Automatic Fire Alarm ❑ None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If `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 ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 Existing Interior Remodel Addition to . Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1' Floor/ 1 �v ! 5. g \i I2- 3 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) I� S *For an Accessory dwelling, provide the following: Lot Area (sq ft): !Z S(eb Floor area of principal dwelling: ZED Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers 0 Automatic Fire Alarm ❑ None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If `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 ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 PUBLIC WORKS PERMIT INFC ATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. !ter District .. Tukwila ❑ ...Water District #125 ❑ .. Water Availability Provided ❑... Highline Se 'er District . Tukwila 0 ...Valley View ❑... Renton ❑ .. Sewer Use Certificate ❑ ...Sewer Availability Provided ❑... Renton El... 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") ❑ .. Technical Information Report (Storm Drainage) ❑ .. Bond ❑... Insurance ❑... Easement(s) Proposed Activities (mark boxes that apply): 0 .. Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - No Disturbance ❑ .. Construction/Excavation/Fill - Right-of-way El Non Right-of-way ❑ 0.. Total Cut .. Total Fill 10 cubic yards cubic yards ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Permanent Water Meter Size (1) ❑ .. Temporary Water Meter Size (1) ❑ .. Water Only Meter Size El. ❑. ❑. ❑• ❑. Geotechnical Report .. Maintenance Agreement(s) ❑ .. Traffic Impact Analysis ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) 0... Right-of-way Use - Profit for less than 72 hours ❑... Right-of-way Use — Potential Disturbance ❑... Work in Flood Zone ❑... Storm Drainage .. Abandon Septic Tank .. Curb Cut .. Pavement Cut .. Looped Fire Line 55 55 ❑ .. Sewer Main Extension Public ❑ .. Water Main Extension Public 55 ❑... Grease Interceptor ❑ ... Channelization ❑...Trench Excavation ❑... Utility Undergrounding WO # (2) " WO # (3) WO # (2) " WO # (3) WO # ❑ .. Deduct Water Meter Size Private ❑ Private ❑ " WO# " WO# 33 FINANCE INFORMATION Fire Line Size at Property Line 0 .. Water ❑ .. Sewer ❑ .. Sewage Treatment Monthly Service Billing to: Name: Mailing Address: Number of Public Fire Hydrant(s) Day Telephone: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 3 of 4 PERMIT APPLICATION NOTES —� Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJUR : Y THE LA" THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW Signature: Print Name: b.1 (,.6%s-- (40 ort._ Day Telephone: Mailing Address: I I 7-C-- 4'Z ,DQ 1Ween- City H:\Applications\Forms-Applications On Line\2012 ApplicationsWermit Application Revised - 2-7-12.docx Revised: February 2012 bh t State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT QUANTITY PAID $66.50 $66.50 $66.50 $66.50 $66.50 PermitTRAK D16-0236 Address: 5906 S 144TH ST Apn: 3365901346 DEVELOPMENT ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R9654 R000.345.830.00.00 1.00 Date Paid: Friday, October 14, 2016 Paid By: DANTE PALMAFFY Pay Method: CHECK 7557 Printed: Friday, October 14, 2016 2:40 PM 1 of 1 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $192.96 D16-0236 Address: 5906 S 144TH ST Apn: 3365901346 $192.96 Credit Card Fee $5.62 Credit Card Fee I R000.369.908.00.00 0.00 $5.62 DEVELOPMENT $181.83 PERMIT FEE R000.322.100.00.00 0.00 $110.20 PLAN CHECK FEE R000.345.830.00.00 0.00 $71.63 TECHNOLOGY FEE $5.51 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R11159 R000.322.900.04.00 0.00 • $5.51 $192.96 Date Paid: Tuesday, March 28, 2017 Paid By: MEZGEBU ZEWDIE Pay Method: CREDIT CARD 04006D Printed: Tuesday, March 28, 2017 10:48 AM 1 of 1 eL.1 1 FSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK I ACCOUNT I QUANTITY I PAID $2,036.46 D16-0236 Address: 5906 S 144TH ST Apn: 3365901346 $2,036.46 DEVELOPMENT $1,939.70 PERMIT FEE R000.322.100.00.00 0.00 $967.60 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 $4.50 PERMIT FEE R000.322.100.00.00 0.00 $967.60 TECHNOLOGY FEE $96.76 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R9340 R000.322.900.04.00 0.00 $96.76 $2,036.46 Date Paid: Tuesday, September 06, 2016 Paid By: MEZGEBU TEWODROS. Pay Method: CREDIT CARD 03715B Printed: Tuesday, September 06, 2016 3:55 PM 1 of 1 CPWSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT I QUANTITY PAID PermitTRAK $628.94 D16-0236 Address: 5906 S 144TH ST Apn: 3365901346 $628.94 DEVELOPMENT $628.94 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R9240 R000.345.830.00.00 0.00 $628.94 $628.94 Date Paid: Monday, August 22, 2016 Paid By: DANTE PALMAFFY Pay Method: CHECK 7505 Printed: Monday, August 22, 2016 9:39 AM 1 of 1 CRSYSTEMS INSPECTION RECORD Retain a copy with permit ke,-023(e 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: VV 626.66 � Type of Inspection: got-pi/IC, /� /�inr4L Address: S o3 s /14771 9r Date Called: Special Instructions: Date Wanted: W29/, a.m. Requeste Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector: Date:04/7 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 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 O2 Project:�je�/ /� �f I�i��, 6L W Its t�ii Type of Inspection: Address: Date Called: 5.9'x6 S 111 gr- Special Instructions: 4514144/1J& Date Wanted: tiii a.m. Requester: Phone No: lfga Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. • Vt��Retain a copy with permit INSPECTION RECORD ION NO. - 0236 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: %ll cz6ea0 PESi`ph aite Type of Inspection: Lt[[1 L htig WLA17cJ Address: SMOG S /WI Sr Date Called: Instructions: Date Wanted: 3 / 7 / "7 3 /7/7 a.m. P.m.Special p.m. Requester: / LU Phone No: 2c6-74' -') I Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: At REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. PEINSPECTION RECORD Retain a copypermitp with INSP' NO. PERMIT NO. 7e, - 02;16 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: /� ) 1 t2f-L L) )2ESl be z Ty� e of Ins ction: 1'u 'F C61" 16- 4 - u L. Address: $fet s /y4f7 s- Date Call d: Special Instructions: Date Wanted: 3 % 7 7 a.m. p.m. Requester: Phone No: 1lI.� Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: 3171 t7 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 bi -OZ Project: 1101E ZGegv as Ibt,TC6 Typespection: ra► wt ),I6 - Address: c/66 s illirli Sr Date Called: Instructions: Date Wanted: 3 is/Special e",,6-07 .m. Requester: Phone No: uv Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: b Date: 3 it./ 7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. <‘11‘ INSPECTION RECORD Retain a copy with permit INSON NO. aha 02Z 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: fl1626610 Qt3ibeAge— Type nspection: %,irm1 & Address: 5906 S i41l7 sr Date Called: Special Instructions: Date W n e : 307/ c rsn . Request : 7b Phone No: 266- 7r iii - ; ii -i Approved per applicable codes. IR] Corrections required prior to approval. COMMENTS: E mi SS/Ai& >- IJ94 -. -2 2 - ,(/0 brs2 Inspector: 4 Date:3 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Btvd., Suite 100. Call to schedule reinspection. a INSPECTION RECORD Retain a copy with permit INSPE 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 DI L¢ 023 Project: iiie 2 64rega A), SJlb er Type of Inspection: /*Deg ADM FRMANG— Address: .5-906 Si / WITH- Sr, Date Called: Special Instructions: Date Wanted: a.m m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: 'T AitVi Inspector: it5 Date: � ,j`/.7 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 INSP 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 NIP -0230 Project: 41(26-C80 , OM Type of Inspection: 7,441406 - Address: 51900 5, /W SrT Date Called: Special Instructions: Date Wanted: 2 - f tt- i7 a.m.' p.m. Requester: Phone No: Approved per applicable codes. L�J Corrections required prior to approval. COMMENTS: A 0 7D m , - CA(e'9' ,v& i$/ P, io -pp /fy- rNG- Inspector: 5 Date:_/� r v 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 INSP TION 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 b!(? -023(p Project: �i,. - /ri€'z > d %lam'.4 Type of Inspection: 64.j2M6-- Address:/J £9f6 Si /7 M537 Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector: Date,—/ 417 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 TION 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 I./10 -6234o Project: s c Bil A,CMINC'f Type of Inspection:, PALL S/lf/ 1' j-1'1 >WAR Address: q.,11 y� 6) S. ) r,-� 9/ 1 Date Called: Date Special Instructions: Date Wanted: 2-H- 17 a.m„ p.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector: Date: REINS • ECTION 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 INSP CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: ri4e er3u I. Tyjr of Inspection: Q - /Ale, Address: S ®o dS /44 Sr Date Called: Special Instructions: 2_ Date Want •�a.m„ Request r: n e VeGN Phone No: Z43 qteO 1:i Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: 17 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 I ION 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 bJ6 - a23Z Project: 11462&4--(30 e sntn(�,t';t=� Type of Inspection: ,,UC tere Se -A@ Address: .0c S /WM ST– -Special Date Called: SpecialInstructions: Date Wanteda. l/ 7//6 m, p.m. Requeste . Phone No: Approved per applicable codes. .Corrections required prior to approval. CO MENTS: Inspector: *61 Date: ///7//' n 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 V,- 0236' Project: "4 C26-6(10 al./c Ak'E Ty f Inspection: 16Qr /A/G- bei/Ag Address: s -9 o6 _c /zA TN s -r - Date Called: Special Instructions: Date Wanted: J% 7 •..11.0 .. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. Tf. COMMENTS: Inspector. Date:/ % n 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 1)16-0z36 Project: /41E>a,E&) "es ibk- cJC-G—'- Type of In p ction: 1R e ivSi eAvcil Address: Sfo& S /yggT Sr-- Date C led: Special Instructions: Date Want/ed �.ny // 7/�� p.m. Requester cS6 Phone No: qzs 2fl- 6o88 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: /� Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fie must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. ‘p INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. bk.-O236 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 9818 (206) 431-3670 Permit Inspection Request Line (206) 438-9350,,, Project: w16-266Ro L n J(' Typ f Inspection: ` 1--wAsaAT1oJ MALL Address: Date Called: Special Instructions: Date Want d: f/ 1 /C/ a.m p.m. Request r: Phone No: gaApproved per applicable codes. Ll Corrections required prior to approval. COMMENTS: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, ike must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit b6 -.U2s6 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: tS0 Qt c?il� Ty Inspection: 4t, 77 J WILL Address: &`(o S %y11, 81 S'1"" Date Called: Special Instructions: Date Wante . l02//6 a.m .' Req ueste . Phone No: ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: i eitzDe )2/61,/, -t► e RPC Pia' ),t Inspector: / ^_ AtiM n 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 10/G -0236 Project:A piii6 - Li i2K1 ciQQ-E Type o..t+tspection: �jrritio` Address: 6.906 SAM ° sr— Date Called: Special Instructions: Date Wanted• /0 ZOO Requester. Phone No: 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: pI - i LA+.�i -a>�Pic g9774aAveif - Inspector: Date: ler/z6/4.,,, 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 INSP TION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 bits - Project: / ,,//�� )Mcz6-! lG� v Pesi-oc-xe- Type o pection: () 4 e 7` - Address: 0065 10/711sr Date Called: Special Instructions: Date Wand/ 3, ( ` C.�y- Request Phone o: ®,Approved per applicable codes. El Corrections required prior to approval. COMMENTS: pdvulDr. Inspector: /� Date: ///� n 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 7i - 0236 Project: ivi Cz.:6cg u Rai D M Type o spection: ct-t,6'- Address: 5-17cX S Ng77a ST-. Date Called: Special Instructions: Date Wanted: /6 q/� Requester Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 4erc-s.c 126 Se/1461)01.g jAgir-c77.9A7 Inspector: Al Date: n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. $ DAILY FIELD REPORT GEO Group Northwest, Inc. .Joh No. 4 {,j2 Date / !0 Page No. Report No. �'• - Geotechnical Engineers. Geologists & Environmental Scientists 13240 NE 201h Sirect. Sulic 10 13cllcv uc WA 9 005 I'hrnu '425,6-19-I057 25'649-8758 Project Name & Location 567 0 b s 14 4. 4t1 ,S72EE 7r 7v A < L Permit No. fEtvoi s ME .c g QU /Jill' 16;' l .4/.4 L, ! C '7fi ,(uI 2- /NC -4' i cc.4(E D f'/ E 8 c2 Pi rPE'(.- S 41 ?lac /1".." -AI -C.674 .4.,C)Z- ii;rie--.„/4 0 a ria444''L-s 4e' /f PE,<JE7ee,4 ( ©A/ v/ 1 60 .S' E to,u1.] s e A 7074- L f E45-1, El) 71 E rP 477 6KE1 .e _._-i, E" Pt CE i) /tE bErT " eEME`7r4 710 Ai /4-6,11. I /-N A D i 04 6RA- ,v1 f 4e pi (.E L© cf} -14 ALS. RE , --(--:-FEE.: CITY OF .TUKWILA kInv g 'Il1 Cyq .. l' ����� ;HERMIT 0ENTER "�;�/ti� 4.<<" ' o y cc <1.. ` rJ, Nsq, 207 1a a ` ��-� GISTFPE \7- S�ONAL EN COPY TO: "7Eb x.IE-GE CSU bA-Ar7E P464,1 !-I fid/ „To KA( Mc by k/ LL ® CONTINUED ON NEXT PAGE ► • y xio-PT ORIGINAL, 6 povr gRReIe€'f SIGH QM sTEAJ Lt)(/d (SEAM To LALL S/IYP5O1V ,Pts/Df F�RiG-E. Nu Cyto d a 6 T • 0 � � a NEW P► 13RRc K. $imPson/ SaSg6G- SDC at1pG Iry �y 2'/n lvCo4c.Pla0 161rE 132Aci` o To POST Q.—y" TL,S.S. 3 aoNiciioNS O 6 3aAM —yrr ..---- REVISIONS ---1No changes sha►1 h'- made to thA OOP fq 1-o-!( ,-ithr i priora - pproval of of . '3 Br►`''ding Division. will require a now plan submittal • `',d may rnc'ude additional plan revievv fees .)4/0 S°rsr HHGJPS. EAC .j 3-01 sr SrRGGER g,D EvERY /5i&/" DECK girl To 'JALL ?IM '-S(*jsot PTT z Z Plat. ° T,L,S,S.: TtryBER.Locx STRucruieci. ScRaws Jv1ST 4 /D -PRES, TR. 8LoCKHJG ax8 TESTR. B0912ING4MID SARs/ J-01%1- ro Aim! ToisTH4NGERs, /3E'IPl NG BERM' PRES.TR. `IXCda posrs: GxG PPES.T2, KIEE BRACES : y 1-1"'- PRE -3 • ro. 1/74- �J 'k. � rr NRN.p R�I�S-// , SePeRATIod&PI&ke.1-- 36aM1i1/-HEIGHT Codes r ofrl SIS I KC MOTES: y II o— T►MBER LocK STROCTOR,Ah SCREWS (71s5) "(•- - //Of i FOR: V. ,1anicai -t�,cal iv :umbing )as Piping of Tukwila --!G DIVISION Gos$Ei To SEAM CONNECTIONS FILE REVIEWED FOR CODE COMPLIANCE APPROVED MAI? ? L ?n17 1 VL Lit City of Tukwila LIE3iLlIDING DIVISION RECEIVED CITY OF TUKWILA PERMIT CENTER REViSI0NN0,t DIU,007••1* N 0) Most 'Widely Accepted 'and °° Trusted as Innovation J RESEARCH LAHS ICC -ES I (800) 423-6587 I (562)Y699-0543 I'vrvuw.icc-es.org This report is subject to renewal 01/2018. DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES SECTION: 06 05 23—WOOD, PLASTIC, AND COMPOSITE FASTENINGS REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 1 2011 City of Tukwila BUILDING DIVISION FILO REPORT HOLDER: OMG, INC. 153 BOWLES ROAD AGAWAM, MASSACHUSETTS 01001-5008 EVALUATION SUBJECT: RECEIVED CITY OF TUKWILA MAR 0 0 2017 PERMIT CENTER FASTENMASTER® LOK SERIES STRUCTURAL WOOD SCREWS REVISION NO, &*) ICC IC�+—c7� C PMG LISTED Look for the trusted marks of Conformity! "2014 Recipient of Prestigious Western States Seismic Policy Council (WSSPC) Award in Excellence" REM ENVERRATIDNAL A Subsidiary of CODE COUNCIL' ICC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright © 2017 ICC Evaluation Service, LLC. All rights reserved. AAR NictielltettA PRODUCT COMPICARON nCB6 SCC Accredited Acce2Mlld CCN ICC EVALUATION SERVICE Most Widely Accepted and Trusted ICC -ES Evaluation Report ESR -1078 Reissued January 2017 This report is subject to renewal January 2018. www.icc-es.orq I (800) 423-6587 I (562) 699-0543 A Subsidiary of the International Code Council° DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 05 23—Wood, Plastic, and Composite Fastenings REPORT HOLDER: OMG, INC. 153 BOWLES ROAD AGAWAM, MASSACHUSETTS 01001-5008 (413) 789-0252 www.olvfast.com www.fastenmaster.com mquthrie(ftivfast.com ADDITIONAL LISTEE: MITEK INDUSTRIES, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 (314) 434-1200 www.mii.com EVALUATION SUBJECT: FASTENMASTER® LOK SERIES STRUCTURAL WOOD SCREWS 1.0 EVALUATION SCOPE Compliance with the following codes: • 2015, 2012, 2009 and 2006 International Building Code® (IBC) • 2015, 2012, 2009 and 2006 International Residential Code® (IRC) • 2013 Abu Dhabi International Building Code (ADIBC)t tThe ADIBC is based on the 2009 IBC. 2009 IBC code sections referenced in this report are the same sections in the ADIBC Properties evaluated: • Structural • Corrosion resistance 2.0 USES The FastenMaster LOK Series fasteners described in this report are alternate dowel -type threaded fasteners used for wood -to -wood connections. The FastenMaster LOK Series fasteners described in Sections 3.1.1 through 3.1.4 may be used where fasteners are required to exhibit corrosion resistance when exposed to adverse environmental conditions and/or in preservative -treated wood (subject to the limitations of Section 5.2), and are alternates to hot -dip -zinc galvanized fasteners with a coating weight in compliance with ASTM A153, Class D. The fasteners have been evaluated for use with wood chemically treated with waterborne alkaline copper quaternary, type D (ACQ-D). 3.0 DESCRIPTION 3.1 General: The LOK Series fasteners described in this report are manufactured using a standard cold -forming process and are heat-treated. These fasteners depart from ANSI B18.2.1 and B18.6.1 in thread design, exceed the bending yield strengths documented in Table 5 of American Forest & Paper Association (AF&PA) Technical Report 12, and are not installed with lead holes in accordance with the ANSI/AWC National Design Specification (NDS) for Wood Construction. The LOK Series fasteners recognized in this report are described in Sections 3.1.1 through 3.1.5. Product names for fasteners sold by MiTek Industries are shown in Table 7. 3.1.1 OlyLog and TimberLOK Fasteners: The OlyLog and TimberLOK fasteners have a 5/16 -inch (7.9 mm) hex - head, rolled threads and a gimlet point. They have a proprietary corrosion -resistant coating with a lubricious clear top coat. See Table 1A for fastener dimensions and a diagram. 3.1.2 HeadLOK Fasteners: The HeadLOK fasteners have a proprietary #3 Spider -drive head, rolled threads and a gimlet point. They have a proprietary corrosion -resistant coating. See Table 1B for fastener dimensions and a diagram. 3.1.3 LedgerLOK and LogHog Fasteners: The LedgerLOK and LogHog fasteners have a 5/16 -inch (7.9 mm) hex -head with integral washer, rolled threads and a gimlet point. The LedgerLOK fasteners have a proprietary corrosion -resistant coating with a lubricious clear top coat. The LogHog fasteners have a proprietary corrosion -resistant coating. See Table 1C for fastener dimensions and a diagram. 3.1.4 TrussLOK and TrussLOK-Z Fasteners: The TrussLOK and TrussLOK-Z fasteners have a 318 -inch (9.5 mm) hex -head, rolled threads and proprietary cutting points. They have a proprietary corrosion -resistant coating with a lubricious clear top coat. See Tables 1D and 1 E for fastener dimensions and a diagram. 3.1.5 ThruLOK Fasteners: The ThruLOK fasteners have a 5/16 -inch (7.9 mm) hex -head, rolled threads and a ICC -ES Evaluation Reports are not to he construed as representing aesthetics or any other attributes not .specifically addressed. nor are they to he construed Lt- as as an endorsement of the subject of the report or a recommendation fOr its use. There is no warranty hr ICC Evaluation Service. LLC. express or implied. as to any finding or other matter in this report, or as to any product covered by the report. Copyright © 2017 ICC Evaluation Service, LLC. All rights reserved. Wi CWiq Page 1 of 8 ESR -1078 I Most Widely Accepted and Trusted Page 2 of 8 proprietary cutting point. The fasteners are coated with mechanically applied zinc in accordance with ASTM 6695, Type I, Class 55. They are supplied with the ThruLOK washer and nut. See Table 1F for fastener dimensions and a diagram. 3.2 Materials: 3.2.1 Fasteners: The fasteners are made of carbon steel grade 1022 or 10B21 wire, conforming to the report holder's material specifications, and have a proprietary finish. Minimum bending yield strengths of the fasteners are listed in Tables 1A through 1F of this report. 3.2.2 Wood Members: Wood members must be solid - sawn lumber having a minimum assigned specific gravity as indicated in Tables 2, 3 and 4. Assigned specific gravity for solid -sawn lumber must be determined in accordance with Table 12.3.3A of the 2015 NDS (Table 11.3.3A of NDS -12 for the 2012 IBC, Table 11.3.2A of NDS -05 for the 2009 and 2006 IBC). 4.0 DESIGN AND INSTALLATION 4.1 Design: Reference withdrawal design values are given in Table 2 of this report. Reference head pull-through design values are given in Table 3 of this report. Reference lateral design values for wood -to -wood connections loaded parallel and perpendicular to the grain, are given in Table 4. The reference design values given in Tables 2 through 4 must be multiplied by all adjustment factors applicable to wood screws, in accordance with the NDS, including the wet service factor, CM, where applicable. Reference head pull-through design values must be adjusted using the NDS adjustment factors applicable to withdrawal for wood screws. The allowable load for a single -screw connection in which the screw is subject to tension must be taken as the least of: (a) the reference withdrawal design value given in Table 2, adjusted by all applicable adjustment factors; (b) the reference head pull-through design value given in Table 3, adjusted by all applicable adjustment factors; and (c) the allowable screw tension strength given in Tables 1A through 1F. The allowable lateral load for a single -screw connection must be taken as the lesser of: (a) the reference lateral design value given in Table 4, adjusted by all applicable adjustment factors, and (b) the allowable screw shear strength given in Tables 1A through 1F. When designing a connection, the structural members must be checked for load -carrying capacity in accordance with Section 11.2.3 of NDS -15 (Section 10.1.2 of NDS -12 and NDS -05 for the 2012, 2009 and 2006 IBC), and local stresses within multiple -fastener connections must be checked against Appendix E of the NDS to ensure the capacity of the connection and fastener group. Connections containing multiple screws must also be designed in accordance with Sections 11.2.2 and 12.6 of NDS -15 (Sections 10.2.2 and 11.6 of NDS -12 and NDS -05 for the 2012, 2009 and 2006 IBC). Where the screws are subjected to combined lateral and withdrawal loads, connections shall be designed in accordance with Section 12.4.1 of the NDS -15 (Section 11.4.1 of NDS -12 and NDS -05 for the 2012, 2009 and 2006 IBC). The FastenMaster LOK Series fasteners described in Sections 3.1.1 through 3.1.4 are recognized for use in wood chemically treated with waterborne alkaline copper quaternary, type D (ACQ-D), with a maximum retention of 0.40 pcf (6.4 kg/m3). These fasteners must be limited to use in typical applications and limitations defined in Table 6. 4.2 Installation: The fasteners must be installed with a 1/2 -inch (12.7 mm), low RPM/high torque electric drill (450 rpm) using the driver bit included in each box. Lead holes are not required. Fasteners must be installed at the minimum end and edge distances listed in Table 5 of this report. The ThruLOK fastener must be installed with the ThruLOK washer and nut (supplied with the fastener). The ThruLOK fastener must penetrate through the opposite face of the main member a sufficient distance to allow the nut to be tightened snugly against the main member, with at least 1/2 inch (12.7 mm) of the threaded portion of the shank engaging the internal threads of the nut. 5.0 CONDITIONS OF USE The fasteners described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 Design and installation of connections with FastenMaster LOK Series fasteners must comply with this report, the manufacturer's published instructions and the applicable code. In the event of a conflict between the manufacturer's published installation instructions and this report, the more restrictive governs. 5.2 Use of the fasteners in locations exposed to saltwater or saltwater spray is outside the scope of this evaluation report. 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the ICC -ES Acceptance Criteria for Alternate Dowel -type Threaded Fasteners (AC233), dated April 2015. 6.2 Data in accordance with the ICC -ES Acceptance Criteria for Corrosion -resistant Fasteners and Evaluation of Corrosion Effects of Wood Treatment Chemicals (AC257), dated October 2009 (editorially revised May 2015). 7.0 IDENTIFICATION Packages of fasteners are identified by the company name (OMG or MiTek), one of the product names shown in Table 7, the fastener size and the evaluation report number (ESR -1078). Head markings on the fasteners indicate fastener length and are applied as noted in Tables 1A through 1F. ESR -1078 I Most Widely Accepted and Trusted Page 3 of 8 TABLE IA—FASTENER SPECIFICATIONS: OLYLOG AND TIMBERLOK FASTENERS OLYLOG®/ ® TIMBERLOK® FASTENER DESIGNATION HEAD MARKINGDIAMETER OVERALL LENGTH' (inches) LENGTH OF THREAD (inches) UNTHREADED SHANK (inch) MINOR THREAD (ROOT) DIAMETER (inch) BENDING YIELDS (Fr"' psi) ALLOWABLE FASTENER STRENGTH Tensile (Ibf) Shear` (Ibf) TLOK212 or LOG212 F2.5 21/2 11/4 0.189 0.172 167,300 1,300 940 TLOK04 or LOG004 F4.0 4 2 190,600 TLOK06 or LOG006 F6.0 6 2 TLOK08 or LOG008 F8.0 8 2 LOG009 F9.0 9 2 1,145 800 TLOK10 or LOG010 F10.0 10 2 LOG012 F12.0 12 2 LOG014 F14.0 14 2 LOG016 F16.0 16 2 For SI: 1 inch = 25.4 mm, 1 lbf = 4.4 N, 1 psi = 6.895 kPa. 1For purposes of measuring overall fastener length, fasteners must be measured from the underside of head to bottom of tip. 2Length of thread includes tip. See detailed illustration. 3Bending yield strength determined per methods specified in ASTM F1575 and based on the minor thread diameter. 4Allowable shear strength values apply only to shearing in the unthreaded shank portion of the fastener. 0.465 d.:445 RrrrRrh+cf r,4C r /illi APPriolVIA?F }f-AO:},fARANG itFX 0.2o0MAJOR 0J/1 MINOR 0:51 111111 ,111ii'!. :F! 7W0f4D LEMON PART d 51rH TABLE 1B—FASTENER SPECIFICATIONS: HEADLOK FASTENERS HEADLOK® FASTENER DESIGNATION HEAD MARKING OVERALL LENGTH' (inches) LENGTH OF THREAD2 (inches) UNTHREADED SHANK DIAMETER (inch) MINOR THREAD (ROOT) DIAMETER (inch) BENDING YIELDS (F,b' psi) ALLOWABLE FASTENER STRENGTH Tensile (lbf) Shear`Ib (Ibf) HLGM278 F2.9HL 27/8 2 0.191 0.172 187,300 1,215 965 HLGM412 F4.5HL 41/2 2 HLGM6 F6.OHL 6 2 HLGM8 F8.OHL 8 2 HLGM10 F1OHL 10 2 For SI: 1 inch = 25.4 mm, 1 lbf = 4.4 N, 1 psi = 6.895 kPa. 1For purposes of measuring overall fastener length, fasteners must be measured from the underside of head to bottom of tip. 2Length of thread includes tip. See detailed illustration. 3Bending yield strength determined per methods specified in ASTM F1575 and based on the minor thread diameter. °Allowable shear strength values apply only to shearing in the unthreaded shank portion of the fastener. ESR -1078 I Most Widely Accepted and Trusted Page 4 of 8 0.625U.650 REFERENCE TABLE FOR APPROPRIATE HEAD MARKING #3 SPIDER DRIVE — 0.250 MAJOR — 0.I71MINOR 0.191 7.S TPI THREAD LENGTH PART LENGTH TABLE IC—FASTENER SPECIFICATIONS: LEDGERLOK AND LOGHOG FASTENERS LEDGERLOK®/ LOGHOG® LOGHOG FASTENER DESIGNATION HEAD MARKING OVERALL LENGTH' (inches) LENGTH OF, THREAD- (inches) UNTHREADED SHANK DIAMETER (inch) MINOR THREAD (ROOT) DIAMETER (inch) BENDING YIELD3 (Fyb, psi) ALLOWABLE FASTENER STRENGTH Tensile f) Shear's(lb (lbf) LL358 F3.6 35/8 2 0.228 0.202 200,700 1,833 1,235 LL005 F5.0 5 3 LHOG009 F9.0 9 3 183,200 1,335 890 LHOG011 F11.0 11 3 LHOG013 F13.0 13 3 LHOG015 F15.0 15 3 For SI: 1 inch = 25.4 mm, 1 Ibf = 4.4 N, 1 psi = 6.895 kPa. 'For purposes of measuring overall fastener length, fasteners must be measured from the underside of head to bottom of tip. 2Length of thread includes tip. See detailed illustration. 3Bending yield strength determined per methods specified in ASTM F1575 and based on the minor thread diameter. 4Allowable shear strength values apply only to shearing in the unthreaded shank portion of the fastener. 0.410,10.010 REFERENCE 1,41311. FOR APPROPRIATE HEAD MARKING E TABLE 1D—FASTENER SPECIFICATIONS: TRUSSLOK FASTENERS 7.3 WI ® TRUSSLOK® FASTENER DESIGNATION HEAD MARKING OVERALL LENGTH (inches) LENGTH OF THREAD 2 (inches) UNTHREADED SHANK DIAMETER (inch) MINOR THREAD (ROOT) DIAMETER (inch) BENDING YIELD" (Fyb, psi) ALLOWABLE FASTENER STRENGTH Tensile Ib Shear' Ib f) EWS338 F3.3 33/8 11/2 0.228 0.215 218,400 1,833 1,235 EWS005 F5.0 5 EWS670 F6.7 62/10 For SI: 1 inch = 25.4 mm, 1 lbf = 4.4 N, 1 psi = 6.895 kPa. 'For purposes of measuring overall fastener length, fasteners must be measured from the underside of head to bottom of tip. 2Length of thread includes tip. See detailed illustration. 3Bending yield strength determined per methods specified in ASTM F1575 and based on the minor thread diameter. 4Allowable shear strength values apply only to shearing in the unthreaded shank portion of the fastener. 0.500 0.525 REFERENCE TABLE FOR APPROPRIATE HEAD MARKING 0.180 0.284 MAJOR 0.215 MINOR 9.0 TP1 PART LENGTH ESR -1078 I Most Widely Accepted and Trusted Page 5 of 8 TABLE 1E—FASTENER SPECIFICATIONS: TRUSSLOK-Z FASTENERS ® TRUSSLOK-Z® FASTENER DESIGNATION HEAD MARKING OVERALL LENGTH' (inches) LENGTH OF THREADS (inches) UNTHREADED SHANK DIAMETER (inch) MINOR THREAD (ROOT) DIAMETER (inch) BENDING YIELD3 (Fyb, psi) ALLOWABLE FASTENER STRENGTH Tensile (Ibf) Shear` (Ibf) TSLZ278 F2.8 27/8 11/4 0.228 0.202 218,400 1,833 1,235 TSLZ412 F4.5 41/2 TSLZ006 F6.0 6 For SI: 1 inch = 25.4 mm, 1 lbf = 4.4 N, 1 psi = 6.895 kPa. 1For purposes of measuring overall fastener length, fasteners must be measured from the underside of head to bottom of tip. 2Length of thread includes tip. See detailed illustration. 3Bending yield strength determined per methods specified in ASTM F1575 and based on the minor thread diameter. 4Allowable shear strength values apply only to shearing in the unthreaded shank portion of the fastener. 0500 2.521 REFERENCE TABLE T6P. APARC/FR/ATF, HEAD M RKiN6 EX 0.182 180 +{ � 2228 PART/ Mari - (1705 MAJOR -- 0202 MINOR m7.,3 TP; ac- -.?HR34t18ENG H TABLE 1F—FASTENER SPECIFICATIONS: THRULOK FASTENERS6 THRULOK® THRULOK FASTENER DESIGNATION HEAD MARKING OVERALL LENGTH' (inches) LENGTH OF THREADZ'4 (inches) UNTHREADED SHANK DIAMETER (inch) MINOR THREAD (ROOT) DIAMETER (inch)(Fyb, BENDING YIELD3 psi) ALLOWABLE FASTENER STRENGTH Tensile (lbf) s Shear (lbf) A B THR614 FT6.2 61/4 5/e 12/+0 0.228 0.201 218,400 1,970 1,235 THR007 FT7.0 7 THR008 FT8.0 8 THR912 FT9.5 91/2 For SI: 1 inch = 25.4 mm, 1 Ibf = 4.4 N, 1 psi = 6.895 kPa. 1For purposes of measuring overall fastener length, fasteners must be measured from the underside of head to bottom of tip. 2Length of thread includes tip. See detailed illustration. 3Bending yield strength determined per methods specified in ASTM F1575 and based on the minor thread diameter. 4The thread lengths given for the ThruLOK are for zones A and B, as depicted in the diagram below. 5Allowable shear strength values apply only to shearing in the unthreaded shank portion of the fastener. 6The ThruLOK fastener must be used with the ThruLOK washer and nut (supplied with the fastener). 0.860 z0.010 2370 MAJOR 0.201 MINOR 1.511* IJEFMIENCE IABLt FOR APPROPRIATE 11EAO MARKING ntana,1(7:A177 rc17400OrOMT 1M070.01otocrtR 7. 70 ESR -1078 I Most Widely Accepted and Trusted TABLE 2—REFERENCE WITHDRAWAL DESIGN VALUES (W)12.3 [Reference withdrawal design values (N/) are in pounds per inch of thread penetration into side grain of main member] Page 6 of 8 FASTENER THREAD LENGTH, L4 (inches) W (Ibf./in.) FOR SPECIFIC GRAVITIES OF: 0.57 0.55 0.5 0.46 0.43 0.42 OlyLog/ TimberLOK 1.25 or 2.0 270 260 220 200 180 170 HeadLOK 2.0 290 270 230 200 180 170 LedgerLOK/ LogHog 2.0 or 3.0 330 310 270 240 220 210 TrussLOK 11/2 — — 180 — — — TrussLOK-Z 11/4 290 270 220 180 160 150 ThruLOK(5) NA(6)1140(6) 11403) 1060(6) 900(6) 780(6) 700(6) 680(6) For SI: 1 inch = 25.4 mm, 1 lbf/in = 175 N/m. 'Tabulated reference withdrawal design values, W, apply to fasteners driven into the side grain of the main member, such that the screws are oriented perpendicular to the grain and loaded in direct withdrawal. 2Reference withdrawal design values must be multiplied by all applicable adjustment factors, in accordance with Section 4.1. 3Reference withdrawal design values are to be multiplied by the length of thread penetration into the main member, but must not exceed the head pull-through design values given in Table 3. Threaded length includes the tapered tip. 4See Tables 1A through 1F for thread lengths corresponding to specific fastener model numbers. 5The ThruLOK must be used with the ThruLOK washer and nut (supplied with the fastener). The nut must be installed such that it is snug against the main member, and at least 1/2 inch of the threaded portion of the shank (not including the tip) is within the nut. 6Tabulated withdrawal values for the ThruLOK are based on the head pull-through design values given in Table 3, as these values will govern designs in which the screw is subject to axial tension, where the ThruLOK is properly installed with the ThruLOK washer and nut (see footnote 5 above). TABLE 3—REFERENCE HEAD PULL-THROUGH DESIGN VALUES (P)''2 FASTENER MINIMUM SIDE MEMBER THICKNESS (inches) P (Ibf) FOR SPECIFIC GRAVITIES OF: 0.57 0.55 0.5 0.46 0.43 0.42 OlyLog/ TimberLOK 1.5 220 200 160 130 110 110 HeadLOK 1.5 630 600 520 460 410 400 LedgerLOK/ LogHog 1.5 320 290 240 200 180 170 TrussLOK 1.5 — — 260 — — — TrussLOK-Z 1.5 370 330 250 200 170 160 ThruLOK (3) 1.5 11403) 1060(3) 900(3) 780(3) 700(3) 680(3) For SI: 1 inch = 25.4 mm, 1 pound = 4.448 kPa. 'Reference head pull-through design values, P, must be multiplied by all applicable adjustment factors, in accordance with Section 4.1. 2Design values apply to connections with minimum side member thicknesses, ts, as given above. 3The ThruLOK must be used with the ThruLOK washer and nut (supplied with the fastener). The nut must be installed such that it is snug against the main member, and at least 1/2 inch of the threaded portion of the shank (not including the tip) is within the nut. ESR -1078 I Most Widely Accepted and Trusted Page 7 of 8 TABLE 4—REFERENCE LATERAL DESIGN VALUES (Z) FOR SINGLE SHEAR (TWO -MEMBER) WOOD -TO -WOOD CONNECTIONS LOADED PARALLEL (4) OR PERPENDICULAR (Z1) TO THE GRAIN''2 FASTENER MINIMUM SIDE MEMBER THICKNESS3, is (inches) MINIMUM MAIN MEMBER PENETRATION'', p (inches) Z (Ibf) FOR MINIMUM SPECIFIC GRAVITIES OF: Designation Length inch (inches) ) 0.5 0.46 0.42 Z8 Z1 Z8 Zl Zn Z1 OlyLog/ TimberLOK 21/26 11/2 1 240 220 220 200 200 180 4 & longer 11/2 21/2 280 260 260 230 240 210 6 & longer 21/2 31/2 290 270 270 250 250 230 8 &longer 3 5 290 270 260 250 240 230 HeadLOK 27/88 11/2 13/6 240 210 220 180 210 150 41/2 11/2 3 280 260 260 240 250 220 6 & longer 11/2 41/2 290 270 270 250 250 230 6 & longer 21/2 31/2 300 280 280 260 270 240 8 & longer 3 5 290 280 280 260 260 230 LedgerLOK 35/89 11/2' 18 — 300 — — — — 35/8 11/2 11/28 — 260 — 220 — 220 35/8 11/2 21/8 310 310 290 280 270 250 5 11/2 31/2 320 300 300 280 280 260 LogHog 9 & longer 6 3 310 300 290 280 270 260 TrussLOK 33/8 13/4 15/8 320 290 300 270 280 260 5 13/4 31/4 330 300 310 270 290 250 63/4 13/4 5 330 310 310 290 290 270 TrussLOK-Z 27/8 11/2 13/8 310 290 300 270 280 240 41/2 11/2 3 320 290 300 270 290 250 6 11/2 41/2 330 300 310 280 290 250 FASTENER MINIMUM SIDE MEMBER THICKNESS3, is (inches) MAIN MEMBER THICKNESS 5 (inches) Z (Ibf) FOR MINIMUM SPECIFIC GRAVITIES OF: Designation Length i (nches) 0.5 0.46 0.42 Min Max Z8 Z1 4 Zl 4 Zl ThruLOK(5) 61/4 11/2 31/4 41/4 350 320 320 300 300 270 7 11/2 4 5 350 330 320 300 300 270 8 3 3'/2 41/2 350 330 320 300 300 270 91/2 11/2 61/2 71/2 350 330 320 300 300 270 For SI: 1 inch = 25.4 mm, 1 pound = 4.448 kPa. 'Tabulated reference lateral design values, Z, apply to single shear (two -member) connections with wood main and side members having specific gravity as shown, in which the screw is oriented perpendicular to the grain and loaded laterally either parallel or perpendicular to the grain. For connections in which the main and side members have different specific gravities, use the lower of the two. Gaps are not permitted between the main and side members. 2Values must be multiplied by all applicable adjustment factors, in accordance with Section 4.1. 3Unless otherwise noted, side members with thicknesses greater than the tabulated minimum side member thickness may be used, provided the corresponding tabulated minimum main member penetration is still achieved for the given screw length. 4Minimum main member penetration is the minimum length of the screw (including threaded, unthreaded and tip length) that must be embedded within the main member. The entire threaded portion of the screw must be embedded in the main member, unless otherwise noted. 5The ThruLOK must be installed with the washer and nut, and must penetrate through the opposite face of the main member a sufficient distance to allow the nut to be tightened snugly against the main member, with at least 1/2 inch, and no more than 11/2 inches of the ThruLOK screw engaged within the nut. 6Full embedment of the threaded portion of the screw in the main member is not required. 'Side member thickness must not be increased. 8Thickness of main member. Fastener must penetrate through the main member. 9For connection of 11/2 inch wood side member with specific gravity of 0.50 to minimum 1 inch thick rimboard. Rimboard consists of laminated strand lumber (LSL) with an equivalent specific gravity of 0.50. Fastener must penetrate through the rimboard. ESR -1078 I Most Widely Accepted and Trusted TABLE 5—CONNECTION GEOMETRY REQUIREMENTS' Page 8 of 8 CONDITION MINIMUM DISTANCE OR SPACING (inches) TimberLOK, OlyLog and HeadLOK LedgerLOK, LogHog, TrussLOK and TrussLOK-Z ThruLOK End distance Loading toward end 3 33/4 33/8 Loading away from end 2 23/8 23/8 Loading perpendicular to grain 2 23/8 23/8 Edge distance Any load direction 13/4 13/4 2 Spacing between fasteners in a row Loading parallel to grain 27/8 31/3 31/2 Loading perpendicular to grain 2 23/8 23/8 Spacing between rows In-line rows 1 11/4 11/4 z Staggered rows , /2 s /8 s /8 For SI: 1 inch = 25.4 mm. 'End distances, edge distances and screw spacing must be sufficient to prevent splitting of the wood, or as required by this table, whichever is more restrictive. 2Values for spacing between staggered rows apply where screws in adjacent rows are offset by half of the spacing between screws in a row. TABLE 6—RECOGNIZED EXPOSURE CONDITIONS FOR COATED FASTENMASTER LOK SERIES FASTENERS' EXPOSURE CONDITION TYPICAL APPLICATIONS RECOGNITION LIMITATIONS 1 Treated wood in dry use applications Limited to use where equilibrium moisture content of the chemically treated wood meets the dry service conditions as described in the NDS. 3 General construction Limited to freshwater and chemically treated wood exposure, e.g., no saltwater exposure. Recognized exposure conditions apply only to FastenMaster LOK Series fasteners having the recognized proprietary corrosion -resistant coating with a lubricious clear top coat. TABLE 7—PRODUCT NAME CORRELATION OMG PRODUCT NAME CORRESPONDING NAME FOR MITEK INDUSTRIES TimberLOK/OlyLog - HeadLOK - LedgerLOK - LogHog - TrussLOK TrussLOK-EWP TrussLOK-Z TrussLOK-Girder ThruLOK - ICC EVALUATION SERVICE. ...,.,. (1,1770 Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR -1078 FBC Supplement Reissued January 2017 This report is subject to renewal January 2018. www.icc-es.orq I (800) 423-6587 I (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 05 23—Wood, Plastic and Composite Fastenings REPORT HOLDER: OMG, INC. 153 BOWLES ROAD AGAWAM, MASSACHUSETTS 01001-5008 (413) 789-0252 www.olvfast.com www.fastenmaster.com mquthrie(n�olvfast.com EVALUATION SUBJECT: FASTENMASTER® LOK SERIES STRUCTURAL WOOD SCREWS 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that FastenMaster LOK Series fasteners, recognized in ICC -ES master report ESR -1078, have also been evaluated for compliance with the codes noted below. Applicable code editions: • 2010 Florida Building Code—Building • 2010 Florida Building Code—Residential 2.0 CONCLUSIONS The FastenMaster LOK Series fasteners, described in Sections 2.0 through 7.0 of the master evaluation report ESR -1078, comply with the 2010 Florida Building Code—Building and the 2010 Florida Building Code—Residential, provided the design and installation are in accordance with the International Building Code® provisions noted in the master report. Use of the FastenMaster LOK Series fasteners for compliance with the High -Velocity Hurricane Zone provisions of the 2010 Florida Building Code—Building and the 2010 Florida Building Code—Residential has not been evaluated, and is outside the scope of this evaluation report. For products falling under Florida Rule 9N-3, verification that the report holder's quality assurance program is audited by a quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report, reissued January 2017. ICC -ES Evaluation Reports are not to he construed as representing aesthetics or any other attributes not specifically addressed. nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC. express or implied. as �i _ to any finding or other matter in this report, or as to any product covered by the report.COOECOMIL_ Copyright © 2017 ICC Evaluation Service, LLC. All rights reserved. Page 1 of 1 REED & ASSOCIATES, PS Civil & Structural Engineering 19626 76th Ave. W. #A, Lynnwood, WA 98036 Office (425)778-2793 wer@reed-assoc.com STRUCTURAL CALCULATIONS FOR: Dante Palmaffyten, Mezgebu Res.(Addition/Remodel) 1 way Lateral & Pipe Pile Design Fdn.of a (2) -story SFR (Add./Remod) Site: 5906 144th St. S, Tukwi NOT VALID WITHOUT A WET SIGNATURE EXPIRES 5-27- /r7 WENDELL E. REED, PE, CBO REVIEWED FOR CODECOMPLIANCE APPROVED SEP 01 2016 Cr; of Tukwila BUILDING DIVISION 2015 IBC JOB # 16-194 Date Eng Desc. C RECEIVED ITY OF TUKWILA AUG 22 2016 PERMIT CENTER P 1 fa- 0/3(, Lateral Analysis IBC 2015 R&A Job #: 16-194 Description: Mezgebu Res.(Addition/Remodel) Engineer: WER Governing Code: 2015 International Building Code all references in right margin are 2015 IBC unless specifically noted otherwise. [Page numbers] 1603.1 General Design Criteria 13531 1603.1.4 Wind Design Criteria 13541 1. Nominal/Ultimate Wind Speed 2. Risk Category 3. Wind Exposure Category 4. Internal Pressure Coefficient 5. Components and Cladding design pressure 1603.1.5 Seismic Design Data 13541 1 Seismic Importance Factor 2. Short Period Acceleration 2. 1 -Second Accelleration 3. Site Class 4. Spectral response coefficient 4. Spectral response coefficient 5. Seismic Design Category 6. Seis. Force Resisting System 7. Design Base Shear 8. Seismic Response Coefficient 9. Response Modification Factor 10. Analysis Procedure 11. Risk Category Table of Contents Vasd/Vult I I le Ss SDS SD1 85/110 mph F 1609.3(3) [372] 1.00 ASCE 7-10 T 6-1 [77] "B" 1609.4 [373] +/- 55 ASCE 7-10 F 26.11-1 [258] +/- 16 psf OSCE 7-10 30.2.2 [316] 1.00 1.25 0.4 D 0.83 0.43 D A.15. 6662 lbs Cs 0.13 R 6.5 Equivalent Lateral I I ASCE 7-10 T 1.5-2 [5] USGS Seismic Design Map Online USGS Seismic Design Map Online ASCE 7-10 T 20.3-1 [204] EQ 16-39 [387] EQ 16-40 [387] T1613.3.5(1) and (2) [398] ASCE 7-10 T 12.2-1 [73] ASCE 7-10 EQ,12.8-2 [89] ASCE 7-10 T 12.2-1 [73] Force ASCE 7-10 T 12.6-1 [88] ASCE 7-10 T 11.6-2 [69] 0.0 General Lateral Design Criteria 1.0 Determination of Wind Forces 2.0 Determination of Seismic Forces 3.0 Allowable Stress Design Loads 4.0 Shear walls in the Front to Rear Direction 5.0 Shear walls in the Side to Side Direction 6.0 Shear flow calculations 7.0 Appendix Version 7.0 Pg 0.2 Roof Walls Floors Snow Partitions Live Load (psf) 25 40 25 Dead Load (psf) 15 10 10 0 10 1603.1.4 Wind Design Criteria 13541 1. Nominal/Ultimate Wind Speed 2. Risk Category 3. Wind Exposure Category 4. Internal Pressure Coefficient 5. Components and Cladding design pressure 1603.1.5 Seismic Design Data 13541 1 Seismic Importance Factor 2. Short Period Acceleration 2. 1 -Second Accelleration 3. Site Class 4. Spectral response coefficient 4. Spectral response coefficient 5. Seismic Design Category 6. Seis. Force Resisting System 7. Design Base Shear 8. Seismic Response Coefficient 9. Response Modification Factor 10. Analysis Procedure 11. Risk Category Table of Contents Vasd/Vult I I le Ss SDS SD1 85/110 mph F 1609.3(3) [372] 1.00 ASCE 7-10 T 6-1 [77] "B" 1609.4 [373] +/- 55 ASCE 7-10 F 26.11-1 [258] +/- 16 psf OSCE 7-10 30.2.2 [316] 1.00 1.25 0.4 D 0.83 0.43 D A.15. 6662 lbs Cs 0.13 R 6.5 Equivalent Lateral I I ASCE 7-10 T 1.5-2 [5] USGS Seismic Design Map Online USGS Seismic Design Map Online ASCE 7-10 T 20.3-1 [204] EQ 16-39 [387] EQ 16-40 [387] T1613.3.5(1) and (2) [398] ASCE 7-10 T 12.2-1 [73] ASCE 7-10 EQ,12.8-2 [89] ASCE 7-10 T 12.2-1 [73] Force ASCE 7-10 T 12.6-1 [88] ASCE 7-10 T 11.6-2 [69] 0.0 General Lateral Design Criteria 1.0 Determination of Wind Forces 2.0 Determination of Seismic Forces 3.0 Allowable Stress Design Loads 4.0 Shear walls in the Front to Rear Direction 5.0 Shear walls in the Side to Side Direction 6.0 Shear flow calculations 7.0 Appendix Version 7.0 Pg 0.2 Wind Design (MWFRS - Envelope Procedure) ASCE 7-10 Wind Load Method ASCE 7-10 28.1.1 (2) [297) Nominal/Ultimate Wind Speed 85/i 110 mph Wind Exposure Category B Height & Exposure Adjustment a, = 1.00 Topographic Factor Kzt =1.00. Wind Pressures ASCE 7-10 28.6.3 [3027 ps=XKzt Ps30 1609.3 [373], F1609 [372] 1609.4 [373] ASCE 7-10 F 28.6-1 [304] ASCE 7-10 F 26.8-1 [252] ASCE 7-10 EQ 28.6-1[306] Minimum pressures shall not be less than assuming the pressures for ASCE 7-10 28.6.4 [306] zones A and C equal +16 psf, B & D equal +8 psf, while zones E, F, G, & H all equal zero. Roof Pitch Ridge Elevation Eave Height Mean Roof Height, h 3 :12 22 ft 17.5 ft 19.75 ft Zone Pressures, (A)(ps3o) ASCE 7-10 F 28.6-1 [304/ or 14.036 degrees ASCE 7-10 26.2 [243] 110 Horizontal Pressures Vertical Pressures Overhangs 0 A B C D E F G H EOH GOH 1 26.12 -7.19 17.37 -4.03 -23.10 -15.83 -16.00 -12.07 -32.30 -25.30 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Horizontal Zones Areas & Forces, Fx ASCE 7-10 F 28.6-1[3037 End zone distance, 2a, where "a" equals the smaller of 10 percent of least horizontal dimension (I.h.d.) or 0.4h, but, not less than either 4 percent of lhd or 3 feet. F x= D E (P sx.X) x=A Diaphragm (x = 2) I.h.d. (ft) =!36 a (ft) = 3.6 Areas 2a (ft) = 7.2 Forces Diaphragm (x = 1) I.h.d. (ft) =`36 a (ft) = 3.6 Areas 2a (ft) = 7.2 Forces Front to Rear A B C D 28 28 120 94, Fx = 2235 Fxmin = 3344 Front to Rear A B C D 64 260 Fx = 6188 Fxmin = 5184 Side to Side A B C D Fx = 0 Fxmin = 0 Side to Side A B C D Fx = 0 Fxmin = 0 Version 7.0 Pg 1.3 Seismic Design IBC 2015 Site Clasification, Criteria Selection, & Minimum Design Lateral.Force Risk Category Seismic Importance Factor Seismic Design Category Site Class Short Period Acceleration 1 -Second Acceleration Seis. Force Resisting System Response Modification Factor IE Ss Si R 1.00. D D 1.25 0.4 A.15. 6.5 Design Spectral Response Acceleration Parameters Site Coeffiecient, Fa 1.0 Site Coeffiecient, Fv 1.6 Substitute equations 16-37 & 16-38 into 16-39 & 16-40 respectively, SDS=-2•Fa•Ss Sips =0.83 3 SDl=23'Fv•S1 SDI =0.43 Simplified analysis, Seismic base shear ASCE 7-10 12.14.8 [1081 V = (F Sips/R) W Where: F=1.1 for (2) -story Vertical Distribution, Forces at each level ASCE 7-10 12.14.8 [1081 Fx = (wx/W) V Fx= 0.141 xwx Effective seismic weight & Forces (lbs) at Level x ASCE 7-10 T 6-1 [473] ASCE 7-10 T 1.5-2 [5] T1613.3.5(1) and (2) [398] ASCE 7-10 T 20.3 3-1[204] F1613.3.1(1) [16-74] F1613.3.1(2) [16-76] ASCE 7-10 T 12.2-1 [73] ASCE 7-10 T 12.2-1 [73] T1613.3.3(1) [387] T1613.3.3(2) [387] EQ 16-39 [387] EQ 16-40 [387] ASCE 7-10 EQ 12.14-11 [108] ASCE 7-10 EQ 12.14-12 [109] Diaphragm (x = 2) Fx = 3739 roof area (ft2) floor area (ft) story height (ft) wall length (ft) wx 1442. 1500 8 122 weight (lbs) 21630 0 4880 26510 Diaphragm (x = 1) Fx = 3435 roof area (ft2) floor area (ft2) story height (ft) wall length (ft) wx 1500 8 112 weight (lbs) 0 15000 4480 24360 Version 7.0 Pg 2.4 Allowable Stress Design Loads For Wood IBC 2015 Design shall be in accordance with Sections 2304-2306. Structures using wood shear walls and diaphragms to resist wind, seismic and other lateral loads shall be designed and constructed in accordance with AF&PA SDPWS and provisions of Sections 2305 - 2306. Design per Alternative Basic Load Combinations 1605.3.2 [3591 For worse case effect with wind load, L & S shall be zero. Equations 16-18, 16-19and 16-20 become, D + w W *0.6 2301.2 (1) [473] 2305.1 [488] 1605.1 [357] Where w equals 1.3, W equals FX of the respective diaphragm, and 1605.3.2 [359] D shall be multiplied by two-thirds. For worse case effect with seismic load, L & S shall be zero. Equation 16-22 controls, 0.9 D + E/1.4 0.9 D + substitute ASCE 7-10 EQ 12.14-5 for E ASCE 7-10 12.14.3.1.3 (7), EQ 12.14-5 [104] (pQE-0.2SDSD) 1.4 (0.9-0.14 S DS) D QE 1.4 1605.1 [357] , simplify & arrange variables EQ 16-22 Where QE equals FX of the respective diaphragm. Principle of Mechanics Sum the forces in the horizontal direction, diaphragms and shearwalls shall resist, Wind Design Loads, 1.3 Fx Seismic Design Loads, (p/1.4) FX P1 3r ASCE 7-10 12.3.4 [83] Diaphragm For Kzt = 1.00 Front to Rear Side to Side Diaphragm Force (lbs) Force (lbs) x = 2 2608 0 x = 1 4044 0 Seismic Design Loads, (p/1.4) FX P1 3r ASCE 7-10 12.3.4 [83] Diaphragm Force (lbs) x=2 3472 x=1 3190 Version 7.0 Pg 3.5 Allowable Stress Design Loads For Wood - cont. Sum the moments about the base of a shearwall, overturning shall resist, Where, (v•w)•h-2 Dw +.Pw 3 \ 2 /. (v•w)•h - V w h D P (0.9 - 0.14 S DS) D w + P •w\ \ 2 = shear per linear foot of shearwall = width of shearwall = height of shearwall = resisting dead load centered over shearwall = resisting dead load at end of shearwall Free Body Diagram of a ShearWall P SUM MOMENTS /—ABOUT CORNER w for wind for seismic Version 7.0 Pg 3.6 Wall Line Lev el () Width • c. Po p`� Segment Tributary loads Wind Seismic Height wr wra wf wfa T(x) T(x+1) T(x) T(x+1) Seis max 1 2 F-R 5.00 8 4 4 -175 -131 VD(x+1) [Ibs] % VD(x) pbs] VT(x) [Ibs] L V 2015 SDPWS MAX TMAX(x) [Ibs] Wind Seis 10.00 8 4 4 -409 -404 9.00 8 4 4 -363 -350 50% : ' 50% .. 1304.16 1735.77 1304.16 1735.77 24.00 24.00 54 72 SEISMIC 2 I 2 I F-R VD(x+1) [Ibs] VD(x) [Ibs] VT(x) [Ibs] L V 2015 SDPWS MAX TMAX(x) [Ibs] Wind Seis SEISMIC 3 I 2 I F-R VD(x+1) [Ibs] VD(x) [Ibs] VT(x) [Ibs] L V 2015 SDPWS MAX TMAX(x) [Ibs] Wind Seis SEISMIC 4 I 2 I F-R VD(x+1) [lbs] % �0 VD(x) [Ibs] VT(x) [Ibs] L V 2015 SDPWS MAX TMAx(x) [Ibs] Wind Seis r :: ` y SEISMIC Version 7.0 Pg 4.7 Wall Line f r Level (x) c• ,c) .cc-- Segment Tributary loads Wind Seismic Width Height wr wra wf wfa T(x) T(x+1) T(x) T(x+1) Seis max 1 1 F -R 16.00 8 2 4 -86 -226 VD(x+1) [Ibs] % VD(x) [Ibs] VT(x) [Ibs] L V 2015 SDPWS MAX TMAX(x) [Ibs] Wind Seis 1304.16 1735.77 8.00 8 2 4 182 86 4.50 8 2 4 299 222 '...:50%,. 50% . 6.00 8 2 4 249 164 2021.76 1595 3325.92 3330.77 34.50 34.50 96 97 SEISMIC 299 222 2 I 1 . F -R VD(x+1) [Ibs] csio VD(x) [Ibs] VT(x) [Ibs] L V 2015 SDPWS MAX TMAX(x) (Ibs] Wind Seis SEISMIC 3 I 1 I F -R VD(x+1) [Ibs] % VD(x) [Ibs] VT(x) jibs] L V 2015 SDPWS MAX TMAX(x) [Ibs] Wind Seis SEISMIC 4 I 1 I F -R VD(x+1) [Ibs] VD(x) [Ibs] VT(x) [Ibs] L V 2015 SDPWS MAX TMAX(x) [Ibs] Wind Seis SEISMIC . Version 7.0 Pg 4.8 Shear wall Summary 1 - 2nd 2 - 2nd 3 - 2nd 4 - 2nd A - 2nd B - 2nd C - 2nd D - 2nd 1 - 1st 2 -1st 3 -1st 4 -1st A - 1 st B -1st C -1st D -1st Sheathing Shear Flow Sheeting Regm'ts Wind Seis Max 39 72 69 97 SW -1 SW -2 1 1 1 1 SW -3 Shear Transfer Wind Seismic 54 72 96 97 SW -4 SW -5 SW -6 Overturning Values Wind Seismic Shear Transfer Connectors - CD = 1.6, Hem -Fir Connector 16d Nails Z (lbs) 195.2 lbs 0.0 162 lbs 0.0 600 lbs 0.0 415 lbs 0.0 210 lbs 0.0 912 lbs 0.0 1328 lbs 0.0 1664 lbs 0.0 0.0 0.0 0.0 16d Slant Nails (v<150p1f) 0.0 0.0 0.0 0.0 0.0 Simpson A35 Clip 0.0 0.0 0.0 0.0 Simpson H1 Truss Connector 0.0 0.0 0.0 0.0 Simpson DTC Clip 0.0 0.0 0.0 0.0 1/2" Diameter Anchor Bolts (2x) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5/8" Diameter Anchor Bolts (2x) 0.0 0.0 0.0 0.0 5/8" Diameter Anchor Bolts (3x) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 (pIf) (pIf) 2015NDS T11 N [105] 2015 NDS TIIN [105] Current Simpson Guide Current Simpson Guide CurredntSimpson Guide 2015NDS T11 E [93] 2015NDS T11 E [93] 2015NDS T11 E [93] Page6.11 '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 Concrete Beam. Project Title: Engineer: Project Descr: Project ID: Printed: 20 AUG 2016, 4:43PM file = C:\UserslownerlDesktop\Projects\2016116-194-1\mezcebu.ec6 ENERCALC, INC: 1983-2016, Build:6:16.6:7; Ver:6.16.6.7. Description : 16-194 GRD BMS (6 kip max ': CODE REFERENCES'.: Licensee : REED & ASSOCIATES Calculations per ACI 318-11, IBC 2012, ASCE 7-10 Load Combination Set : IBC 2015 Material:Properties• fc fr = fc1/2 * 7.50 yf Density A, LtWt Factor Elastic Modulus = fy - Main Rebar = E - Main Rebar = 3.0 ksi = 410.792 psi 145.0 pcf 1.0 3,122.0 ksi d Phi Values 1i Fy - Stirrups Flexure : 0.90 Shear: 0.750 = • 0.850 60.0 ksi E - Stirrups = 29,000.0 ksi Stirrup Bar Size # Number of Resisting Legs Per Stirrup = 40.0 ksi 29,000.0 ksi 3 2 D(0.1750) L(0.20) 5{0.10) 1 e"wx24•h Span=5.50 ft 8"wz24"h Span=5.50 ft Cross Section & ReinforcinjDetails Rectangular Section, Width = 8.0 in, Height = 24.0 in Span #1 Reinforcing.... 2-#5 at 3.0 in from Bottom, from 0.0 to 5.50 ft in this span Span #2 Reinforcing.... 245 at 3.0 in from Bottom, from 0.0 to 5.50 ft in this span 740lied:Loads' ;' ::• Beam self weight calculated and added to loads Loads on all spans... D = 0.1750, L = 0.20, S=0.10 • Uniform Load on ALL spans : D = 0.1750, L = 0.20, S = 0.10 klft°.;DESIGN SUMMARY:'° 246 at 2.0 in from Top, from 0.0 to 5.50 ft in this span 245 at 2.0 in from Top, from 0.0 to 5.50 ft in this span Service loads entered. Load Factors will be applied for calculations. Design OK Maximum Bending Stress Ratio Section used for this span Mu : Applied Mn * Phi : Allowable Location of maximum on span Span # where maximum occurs 0.052: 1 Typical Section -3.070 k -ft 59.428 k -ft 0.000 ft Span # 2 Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.000 in Ratio = 0 <360 0.000 in Ratio = 0 <360 0.000 in Ratio = 999 <180 0.000 in Ratio = 999 <180 r:.;.Verticaf Reactions, Support notation : Far left is #1 Load Combination Support 1 Support 2 Support 3 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 1.224 0.206 0.760 1.172 0.760 0.966 1.069 1.224 0.760 0.760 4.079 0.687 2.532 3.907 2.532 3.220 3.564 4.079 2.532 2.532 1.224 0.206 0.760 1.172 0.760 0.966 1.069 1.224 0.760 0.760 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 Concrete Beam Project Title: Engineer: Project Descr: Project ID: Printed: 20 AUG 2016, 4:43PM File = CaUserslownerlDesktop\Projects12016116-194-1lmezcebu.ec6 ENERCALC, INC. 1983-2016, Build:6.16.6.7, Ver:6.16.6.7 Lic. # : KW -06003603 • Licensee : REED & ASSOCIATES, Description : 16-194 GRD BMS (6 kip max) • Vertical Reactions Support notation : Far left is #1 Load Combination Support 1 Support 2 Support 3 +D+0.750Lr+0.750L+0.450W+H +O+0.750L+0.750S+0.450W+H +D+0.750L+0.750S+0.5250E++l +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 Detailed Shear -Information 1.069 3.564 1.224 4.079 1.224 4.079 0.456 1.519 0.456 1.519 0.760 2.532 0.413 1.375 0.206 0.687 1.069 1.224 1.224 0.456 0.456 0.760 0.413 0.206 Span Distance 'd' Vu (k) Mu d*Vu/Mu Phi"Vc Comment Phi"Vs Phi"Vn Spacing (in) Load Combination Number (ft) (in) Actual Design (k -ft) (k) (k) (k) Req'd Suggest +1.20D+1.60L+0.50S+1.60H 1 0.00 21.00 1.67 1.67 0.00 1.00 14.27 Vu < PhiVG2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 0.02 21.00 1.66 1.66 0.04 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.04 21.00 1.64 1.64 0.07 1.00 14.27 Vu < PhiVcI2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 0.07 21.00 1.62 1.62 0.11 1.00 14.27 Vu < PhiVcl2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 0.09 21.00 1.60 1.60 0.15 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.11 21.00 1.58 1.58 0.18 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.13 21.00 1.57 1.57 0.22 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.16 21.00 1.55 1.55 0.25 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.18 21.00 1.53 1.53 0.29 1.00 14.27 Vu < PhiVcl2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.20 21.00 1.51 1.51 0.32 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.22 21.00 1.49 . 1.49 0.36 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.25 21.00 1.47 1.47 0.39 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.27 21.00 1.46 1.46 0.42 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.29 21.00 1.44 1.44 0.45 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.31 21.00 1.42 1.42 0.49 1.00 14.27 Vu < PhiVcl2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.34 21.00 1.40 1.40 0.52 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.36 21.00 1.38 1.38 0.55 1.00 14.27 Vu < PhiVcJ2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.38 21.00 1.36 1.36 0.58 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.40 21.00 1.35 1.35 0.61 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.43 21.00 1.33 1.33 0.64 1.00 14.27 Vu < PhiVcl2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.45 21.00 1.31 1.31 0.67 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.47 21.00 1.29 1.29 0.70 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.49 21.00 1.27 1.27 0.73 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.52 21.00 1.26 1.26 0.76 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.54 21.00 1.24 1.24 0.78 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.56 21.00 1.22 1.22 0.81 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.58 21.00 1.20 1.20 0.84 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.61 21.00 1.18 1.18 0.87 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.63 21.00 1.16 1.16 0.89 1.00 14.27 Vu < PhiVcl2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.65 21.00 1.15 1.15 0.92 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.67 21.00 1.13 1.13 0.94 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.70 21.00 1.11 1.11 0.97 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.72 21.00 1.09 1.09 0.99 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.74 21.00 1.07 1.07 1.02 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.76 21.00 1.05 1.05 1.04 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.79 21.00 1.04 1.04 1.07 1.00 14.27 Vu < PhiVcl2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.81 21.00 1.02 1.02 1.09 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.83 21.00 1.00 1.00 1.11 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.200+1.60L+0.505+1.60H 1 0.85 21.00 0.98 0.98 1.13 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.88 21.00 0.96 0.96 1.16 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 ' 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 Concrete Beam Project Title: Engineer: Project Descr: Project ID: Printed: 20 AUG 2016, 4:43PM File = C:1Userslowner1Desktop\Projects12016116-194-1lmezcebu.ec6 ENERCALC, INC, 1983-2016, Build:6,16.6.7, Ver:6.16.6.7 Lic. # : KW -06003603 Licensee : REED & ASSOCIATES Description : - 16-194 GRD BMS (6 kip max) • Detailed Shear Information Span Distance 'd' Vu (k) Mu d*Vu/Mu Phi*Vc Comment Phi*Vs Phi*Vn Spacing (in) Load Combination Number (ft) (in) Actual Design (k -ft) (k) (k) (k) Req'd Suggest +1.20D+1.60L+0.50S+1.60H 1 0.90 21.00 0.95 0.95 1.18 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.92 21.00 0.93 0.93 1.20 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3. 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.94 21.00 0.91 0.91 1.22 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.97 21.00 0.89 0.89 1.24 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.99 21.00 0.87 0.87 1.26 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.01 21.00 .0.85 0.85 1.28 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 1.03 21.00 0.84 0.84 1.30 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.06 21.00 0.82 0.82 1.32 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.08 21.00 0.80 0.80 1.33 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.200+1.60L+0.50S+1.60H 1 1.10 21.00 0.78 0.78 1.35 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.12 21.00 0.76 0.76 1.37 0.98 14.25 Vu < PhiVc/2 Not Reqd 1 14.2 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.14 21.00 0.75 0.75 1.39 0.94 14.21 Vu < PhiVc/2 Not Reqd 1 14.2 0.0 0.0 +1.200+1.60L+0.50S+1.60H 1 1.17 21.00 0.73 0.73 1.40 0.91 14.17 Vu < PhiVc/2 Not Reqd 1 14.2 0.0 0.0 +1.200+1.60L+0.50S+1.60H 1 1.19 21.00 0.71 0.71 1.42 0.87 14.13 Vu < PhiVc/2 Not Reqd 1 14.1 0.0 0.0 +1.200+1.60L+0.505+1.60H 1 1.21 21.00 0.69 0.69 1.43 0.84 14.09 Vu < PhiVc/2 Not Reqd 1 14.1 0.0 0.0 +1.200+1.60L+0.50S+1.60H 1 1.23 21.00 0.67 0.67 1.45 0.81 14.06 Vu < PhiVc/2 Not Reqd 1 14.1 0.0 0.0 +1.200+1.60L+0.50S+1.60H 1 1.26 21.00 0.65 0.65 1.46 0.78 14.02 Vu < PhiVc/2 Not Reqd 1 14.0 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.28 21.00 0.64 0.64 1.48 0.75 13.99 Vu < PhiVc/2 Not Reqd 1 14.0 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 1.30 21.00 0.62 0.62 1.49 0.72 13.95 Vu < PhiVG2 Not Reqd 1 14.0 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.32 21.00 0.60 0.60 1.51 0.70 13.92 Vu < PhiVc/2 Not Reqd 1 13.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.35 21.00 0.58 0.58 1.52 0.67 13.89 Vu < PhiVc/2 Not Reqd 1 13.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.37 21.00 0.56 0.56 1.53 0.64 13.86 Vu < PhiVG2 Not Reqd 1 13.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.39 21.00 0.54 0.54 1.54 0.62 13.83 Vu < PhiVc/2 Not Reqd 1 13.8 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.41 21.00 0.53 0.53 1.56 0.59 13.80 Vu < PhiVG2 Not Reqd 1 13.8 0.0 0.0 +1.200+1.60L+0.50S+1.60H 1 1.44 21.00 0.51 0.51 1.57 0.57 13.77 Vu < PhiVc/2 Not Reqd 1 13.8 0.0 0.0 +1.20D+1.60L+0,50S+1.60H 1 1.46 21.00 0.49 0.49 1.58 0.54 13.74 Vu < PhiVc/2 Not Reqd 1 13.7 0.0 0.0 +1.200+1.60L+0.50S+1.60H 1 1.48 21.00 0.47 0.47 1.59 0.52 13.72 Vu < PhiVG2 Not Reqd 1 13.7 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.50 21.00 0.45 0.45 1.60 0.50 13.69 Vu < PhiVc/2 Not Reqd 1 13.7 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.53 21.00 0.44 0.44 1.61 0.47 13.66 Vu < PhiVc/2 Not Reqd 1 13.7 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.55 21.00 0.42 0.42 1.62 0.45 13.64 Vu < PhiVc/2 Not Reqd 1 13.6 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.57 21.00 0.40 0.40 1.63 0.43 13.61 Vu < PhiVc/2 Not Reqd 1 13.6 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.59 21.00 0.38 0.38 1.64 0.41 13.59 Vu < PhiVc/2 Not Reqd 1 13.6 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.62 21.00 0.36 0.36 1.65 0.39 13.56 Vu < PhiVc/2 Not Reqd 1 13.6 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.64 21.00 0.34 0.34 1.65 0.36 13.54 Vu < PhiVc/2 Not Reqd 1 13.5 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 1.66 21.00 0.33 0.33 1.66 0.34 13.51 Vu < PhiVc/2 Not Reqd 1 13.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.68 21.00 0.31 0.31 1.67 0.32 13.49 Vu < PhiVc/2 Not Reqd 1 13.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.71 21.00 0.29 0.29 1.68 0.30 13.46 Vu < PhiVc/2 Not Reqd 1 13.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.73 21.00 0.27 0.27 1.68 0.28 13.44 Vu < PhiVc/2 Not Reqd 1 13.4 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 1.75 21.00 0.25 0.25 1.69 0.26 13.42 Vu < PhiVc/2 Not Reqd 1 13.4 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 1.77 21.00 0.23 0.23 1.69 0.24 13.39 Vu < PhiVc/2 Not Reqd 1 13.4 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.80 21.00 0.22 0.22 1.70 0.22 13.37 Vu < PhiVcI2 Not Reqd 1 13.4 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.82 21.00 0.20 0.20 1.70 0.20 13.35 Vu < PhiVc/2 Not Reqd 1 13.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.84 21.00 0.18 0.18 1.71 0.18 13.33 Vu < PhiVc/2 Not Reqd 1 13.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.86 21.00 0.16 0.16 1.71 0.17 13.30 Vu < PhiVc/2 Not Reqd 1 13.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.89 21.00 0.14 0.14 1.71 0.15 13.28 Vu < PhiVc/2 Not Reqd 1 13.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.91 21.00 0.13 0.13 1.72 0.13 13.26 Vu < PhiVc2 Not Reqd 1 13.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.93 21.00 0.11 0.11 1.72 0.11 13.24 Vu < PhiVc/2 Not Reqd 1 13.2 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.95 21.00 0.09 0.09 1.72 0.09 13.22 Vu < PhiVc/2 Not Reqd 1 13.2 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.98 21.00 0.07 0.07 1.72 0.07 13.20 Vu < PhiVc/2 Not Reqd 1 13.2 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.00 21.00 0.05 0.05 1.73 0.05 13.17 Vu < PhiVc/2 Not Reqd 1 13.2 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.02 21.00 0.03 0.03 1.73 0.03 13.15 Vu < PhiVc/2 Not Reqd 1 13.2 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.04 21.00 0.02 0.02 1.73 0.02 13.13 Vu < PhiVc/2 Not Reqd 1 13.1 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.07 21.00 -0.00 0.00 1.73 0.00 13.12 Vu < PhiVc/2 Not Reqd 1 13.1 0.0 0.0 +1.200+1.60L+0.50S+1.60H 1 2.09 21.00 -0.02 0.02 1.73 0.02 13.14 Vu < PhiVc/2 Not Reqd 1 13.1 0.0 0.0 ` 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 Concrete Beam Project Title: Engineer: Project Descr: Project ID: Printed: 20 AUG 2016, 4:43PM File = C:1UserslownerlDesktop\Projects12016116-194-11mezcebu.ec6 ENERCALC, INC. 1983-2016, Build:6.16.6.7, Ver:6.16.6,7 Lic. # : KW -06003603 Licensee : REED & ASSOCIATES Description : 16-194 GRD BMS(6 kip max Detailed Shear Information Span Distance 'd' Vu (k) Mu d*Vu/Mu Phi*Vc Comment Phi*Vs Phi*Vn Spacing (in) Load Combination Number (ft) (in) Actual Design (k -ft) (k) (k) (k) Req'd Suggest +1.20D+1.60L+0.50S+1.60H 1 2.11 21.00 -0.04 0.04 1.73 0.04 13.16 Vu < PhiVd2 Not Reqd 1 13.2 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 2.13 21.00 -0.06 0.06 1.73 0.06 13.18 Vu < PhiVc/2 Not Reqd 1 13.2 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 2.16 21.00 -0.08 0.08 1.72 0.08 13.20 Vu < PhiVd2 Not Reqd 1 13.2 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.18 21.00 -0.09 0.09 1.72 0.09 13.22 Vu < PhiVc/2 Not Reqd 1 13.2 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.20 21.00 -0.11 0.11 1.72 0.11 13.24 Vu < PhiVd2 Not Reqd 1 13.2 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.22 21.00 -0.13 0.13 1.72 0.13 13.27 Vu < PhiVd2 Not Reqd 1 13.3 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 2.24 21.00 -0.15 0.15 1.71 0.15 13.29 Vu < PhiVc/2 Not Reqd 1 13.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.27 21.00 -0.17 0.17 1.71 0.17 13.31 Vu < PhiVd2 Not Reqd 1 13.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.29 21.00 -0.18 0.18 1.71 0.19 13.33 Vu < PhiVc/2 Not Reqd 1 13.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.31 21.00 -0.20 0.20 1.70 0.21 13.35 Vu < PhiVd2 Not Reqd 1 13.4 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.33 21.00 -0.22 0.22 1.70 0.23 13.38 Vu < PhiVc/2 Not Reqd 1 13.4 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 2.36 21.00 -0.24 0.24 1.69 0.25 13.40 Vu < PhiVc/2 Not Reqd 1 13.4 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.38 21.00 -0.26 0.26 1.69 0.27 13.42 Vu < PhiVd2 Not Reqd 1 13.4 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 2.40 21.00 -0.28 0.28 1.68 0.29 13.45 Vu < PhiVd2 Not Reqd 1 13.4 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.42 21.00 -0.29 0.29 1.67 0.31 13.47 Vu < PhiVd2 Not Reqd 1 13.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.45 21.00 -0.31 0.31 1.67 0.33 13.49 Vu < PhiVd2 Not Reqd 1 13.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.47 21.00 -0.33 0.33 1.66 0.35 13.52 Vu < PhiVd2 Not Reqd 1 13.5 0.0 0.0 +1.20D+1.60L+0.50S+1.601-1 1 2.49 21.00 -0.35 0.35 1.65 0.37 13.54 Vu < PhiVd2 Not Reqd 1 13.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.51 21.00 -0.37 0.37 1.64 0.39 13.57 Vu < PhiVd2 Not Reqd 1 13.6 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.54 21.00 -0.39 0.39 1.64 0.41 13.59 Vu < PhiVd2 Not Reqd 1 13.6 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.56 21.00 -0.40 0.40 1.63 0.43 13.62 Vu < PhiVd2 Not Reqd 1 13.6 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.58 21.00 -0.42 0.42 1.62 0.46 13.64 Vu < PhiVd2 Not Reqd 1 13.6 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.60 21.00 -0.44 0.44 1.61 0.48 13.67 Vu < PhiVd2 Not Reqd 1 13.7 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.63 21.00 -0.46 0.46 1.60 0.50 13.70 Vu < PhiVd2 Not Reqd 1 13.7 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.65 21.00 -0.48 0.48 1.59 0.52 13.72 Vu < PhiVd2 Not Reqd 1 13.7 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.67 21.00 -0.49 0.49 1.58 0.55 13.75 Vu < PhiVd2 Not Reqd 1 13.8 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.69 21.00 -0.51 0.51 1.57 0.57 13.78 Vu < PhiVd2 Not Reqd 1 13.8 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.72 21.00 -0.53 0.53 1.55 0.60 13.81 Vu < PhiVc/2 Not Reqd 1 13.8 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.74 21.00 -0.55 0.55 1.54 0.62 13.84 Vu < PhiVd2 Not Reqd 1 13.8 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 2.76 21.00 -0.57 0.57 1.53 0.65 13.87 Vu < PhiVd2 Not Reqd 1 13.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.78 21.00 -0.59 0.59 1.52 0.68 13.90 Vu < PhiVd2 Not Reqd 1 13.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.81 21.00 -0.60 0.60 1.50 0.70 13.93 Vu < PhiVd2 Not Reqd 1 13.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.83 21.00 -0.62 0.62 1.49 0.73 13.96 Vu < PhiVd2 Not Reqd 1 14.0 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.85 21.00 -0.64 0.64 1.47 0.76 14.00 Vu < PhiVd2 Not Reqd 1 14.0 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.87 21.00 -0.66 0.66 1.46 0.79 14.03 Vu < PhiVd2 Not Reqd 1 14.0 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 2.90 21.00 -0.68 0.68 1.45 0.82 14.07 Vu < PhiVd2 Not Reqd 1 14.1 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.92 21.00 -0.69 0.69 1.43 0.85 14.10 Vu < PhiVd2 Not Reqd 1 14.1 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.94 21.00 -0.71 0.71 1.41 0.88 14.14 Vu < PhiVd2 Not Reqd 1 14.1 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 2.96 21.00 -0.73 0.73 1.40 0.92 14.18 Vu < PhiVd2 Not Reqd 1 14.2 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.99 21.00 -0.75 0.75 1.38 0.95 14.22 Vu < PhiVd2 Not Reqd 1 14.2. 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 3.01 21.00 -0.77 0.77 1.36 0.99 14.26 Vu < PhiVd2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 3.03 21.00 -0.79 0.79 1.35 1.00 14.27 Vu < PhiVd2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 3.05 21.00 -0.80 0.80 1.33 1.00 14.27 Vu < PhiVd2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 3.08 21.00 -0.82 0.82 1.31 1.00 14.27 Vu < PhiVd2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 3.10 21.00 -0.84 0.84 1.29 1.00 14.27 Vu < PhiVd2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 3.12 21.00 -0.86 0.86 1.27 1.00 14.27 Vu < PhiVd2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 3.14 21.00 -0.88 0.88 1.25 1.00 14.27 Vu < PhiVd2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 3.17 21.00 -0.90 0.90 1.23 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 3.19 21.00 -0.91 0.91 1.21 1.00 14.27 Vu < PhiVd2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 3.21 21.00 -0.93 0.93 1.19 1.00 14.27 Vu < PhiVd2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 3.23 21.00 -0.95 0.95 1.17 1.00 14.27 Vu < PhiVd2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 3.26 21.00 -0.97 0.97 1.15 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 3.28 21.00 -0.99 0.99 1.13 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 3.30 21.00 -1.00 1.00 1.11 1.00 14.27 Vu < PhiVd2 Not Reqd 1 14.3 0.0 0.0 ' 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 Concrete Beam Project Title: Engineer: Project Descr: Project ID: Printed: 20 AUG 2016. 4:43PM File = C:1Userslowner1Desktop\Projects12016116-194-11rnezcebu.ec6 ENERCALC, INC.1983-2016, Build:6,16.6.7, Ver:6.16,6.7 Lic. #': KW -06003603 Licensee : REED & ASSOCIATES Description : 16-194 GRD BMS (6 kip max) • Detailed Shear Information Span Distance 'd' Vu (k) Mu d'Vu/Mu Phi'Vc Comment Phi'Vs Phi*Vn Spacing (in) Load Combination Number (ft) (in) Actual Design (k -ft) (k) (k) (k) Req'd Suggest +1.20D+1.60L+0.50S+1.60H 1 3.32 21.00 -1.02 1.02 1.08 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 .3.34 21.00 -1.04 1.04 1.06 1.00 14.27 Vu < PhiVd2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 3.37 21.00 -1.06 1.06 1.04 1.00 14.27 Vu < PhiVcJ2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 3.39 21.00 -1.08 1.08 1.01 1.00 14.27 Vu < PhiVd2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 3.41 21.00 -1.10 1.10 0.99 1.00 14.27 Vu < PhiVcl2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 3.43 ' 21.00 -1.11 1.11 0.96 1.00 14.27 Vu < PhiVcl2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 3.46 21.00 -1.13 1.13 0.94 1.00 14.27 Vu < PhiVd2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 3.48 21.00 -1.15 1.15 0.91 1.00 14.27 Vu < PhiVd2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 3.50 21.00 -1.17 1.17 0.89 1.00 14.27 Vu < PhiVd2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 3.52 21.00 -1.19 1.19 0.86 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1:20D+1.60L+0.50S+1.60H 1 3.55 21.00 -1.21 1.21 0.83 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 3.57 21.00 -1.22 1.22 0.81 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 3.59 21.00 -1.24 1.24 0.78 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 3.61 21.00 -1.26 1.26 0.75 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 3.64 21.00 -1.28 1.28 0.72 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 . 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 3.66 21.00 -1.30 1.30 0.69 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 3.68 21.00 -1.31 1.31 0.66 1.00 14.27 Vu < PhiVd2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 3.70 21.00 -1.33 1.33 ' 0.63 1.00 14.27 Vu < PhiVd2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 3.73 21.00 -1.35 1.35 0.60 1.00 14.27 Vu < PhiVd2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 3.75 21.00 -1.37 1.37 0.57 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 3.77 21.00 -1.39 1.39 0.54 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 3.79 21.00 -1.41 1.41 0.51 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 3.82 21.00 -1.42 ' 1.42 0.48 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.6011 1 3.84 21.00 -1.44 1.44 0.45 1.00 14.27 Vu < PhiVd2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 3.86 21.00 -1.46 1.46 0.41 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 3.88 21.00 -1.48 1.48 0.38 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 3.91 21.00 -1.50 1.50 0.35 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 3.93 21.00 -1.52 1.52 0.31 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 3.95 21.00 -1.53 1.53 0.28 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 3.97 21.00 -1.55 1.55 0.24 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 4.00 21.00 -1.57 1.57 0.21 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 4.02 21.00 -1.59 1.59 0.17 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 4.04 21.00 -1.61 1.61 0.14 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+O.50S+1.60H 1 4.06 21.00 -1.62 1.62 0.10 1.00 14.27 Vu < PhiVcl2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 4.09 21.00 -1.64 1.64 0.07 1.00 14.27 Vu < PhiVd2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 4.11 21.00 -1.66 1.66 0.03 1.00 14.27 Vu < PhiVd2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 4.13 22.00 -1.68 1.68 0.01 1.00 15.39 Vu < PhiVd2 Not Reqd 1 15.4 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 4.15 22.00 -1.70 1.70 0.05 1.00 15.39 Vu < PhiVd2 Not Reqd 1 15.4 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 4.18 22.00 -1.72 1.72 0.09 1.00 15.39 Vu < PhiVd2 Not Reqd 1 15.4 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 4.20 22.00 -1.73 1.73 0.12 1.00 15.39 Vu < PhiVd2 Not Reqd 1 15.4 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 4.22 22.00 -1.75 1.75 0.16 1.00 15.39 Vu < PhiVd2 Not Reqd 1 15.4 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 4.24 22.00 -1.77 1.77 0.20 1.00 15.39 Vu < PhiVc/2 Not Reqd 1 15.4 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 4.27 22.00 -1.79 1.79 0.24 1.00 15.39 Vu < PhiVc/2 Not Reqd 1 15.4 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 4.29 22.00 -1.81 1.81 0.28 1.00 15.39 Vu < PhiVd2 Not Reqd 1 15.4 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 4.31 22.00 -1.83 1.83 0.32 1.00 15.39 Vu < PhiVd2 Not Reqd 1 15.4 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 4.33 22.00 -1.84 1.84 0.37 1.00 15.39 Vu < PhiVd2 Not Reqd 1 15.4 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 4.36 22.00 -1.86 1.86 0.41 1.00 15.39. Vu < PhiVd2 Not Reqd 1 15.4 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 4.38 22.00 -1.88 1.88 0.45 1.00 15.39 Vu < PhiVc/2 Not Reqd 1 15.4 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 4.40 22.00 -1.90 1.90 0.49 1.00 15.39 Vu < PhiVd2 Not Reqd 1 15.4 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 4.42 22.00 -1.92 1.92 0.53 1.00 15.39 Vu < PhiVd2 Not Reqd 1 15.4 ' 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 4.44 22.00 -1.93 1.93 0.58 1.00 15.39 Vu < PhiVc/2 Not Reqd 1 15.4 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 4.47 22.00 -1.95 1.95 0.62 1.00 15.39 Vu < PhiVd2 Not Reqd 1 15.4 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 4.49 22.00 -1.97 1.97 0.66 1.00 15.39 Vu < PhiVd2 Not Reqd 1 15.4 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 4.51 22.00 -1.99 1.99 0.71 1.00 15.39 Vu < PhiVd2 Not Reqd 1 15.4 0.0 0.0 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 Concrete Beam Project Title: Engineer: Project Descr: Project ID: Printed: 20 AUG 2016, 4:43PM File = C;1UserslowneADesktop\Projects12016116-194-1lmezcebu.ec6 ENERCALC, INC. 1983-2016, Build:6.16:6,7, Ver:6.16.6,7 Description 16-194 GRD BMS (6 kip max Detailed Shear Information Span Distance 'd' Vu (k) Mu d*Vu/Mu Phi*Vc Comment Phi*Vs Phi*Vn Spacing (in) Load Combination Number (ft) (in) Actual Design (k -ft) (k) (k) (k) Req'd Suggest +1.20D+1.60L+0.505+1.60H 1 4.53 22.00 -2.01 2.01 0.75 1.00 15.39 Vu < PhiVc/2 Not Reqd 1 15.4 0.0 0.0 +1.20D+1.60L+O.50S+1.60H 1 4.56 22.00 -2.03 2.03 0.80 1.00 15.39 Vu < PhiVc/2 Not Reqd 1 15.4 0.0 0.0 +1.20D+1.60L+O.505+1.60H 1 4.58 22.00 -2.04 2.04 0.85 1.00 15.39 Vu < PhiVc/2 Not Reqd 1 15.4 0.0 0.0 +1.20D+1.60L+O.505+1.60H 1 4.60 22.00 -2.06 2.06 0.89 1.00 15.39 Vu < PhiVd2 Not Reqd 1 15.4 0.0 0.0 +1.20D+1.60L+O.50S+1.60H 1 4.62 22.00 -2.08 2.08 0.94 1.00 15.39 Vu < PhiVG2 Not Reqd 1 15.4 0.0 0.0 +1.20D+1.60L+O.505+1.60H 1 4.65 22.00 -2.10 2.10 0.98 1.00 15.39 Vu < PhiVc/2 Not Reqd 1 15.4 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 4.67 22.00 -2.12 2.12 1.03 1.00 15.39 Vu < PhiVcl2 Not Reqd 1 15.4 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 4.69 22.00 -2.14 2.14 1.08 1.00 15.39 Vu < PhiVc/2 Not Reqd 1 15.4 0.0 0.0 +1.20D+1.60L+O.50S+1.60H 1 4.71 22.00 -2.15 2.15 1.13 1.00 15.39 Vu < PhiVG2 Not Reqd 1 15.4 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 4.74 22.00 -2.17 2.17 1.18 1.00 15.39 Vu < PhiVc/2 Not Reqd 1 15.4 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 4.76 22.00 -2.19 2.19 1.23 1.00 15.39 Vu < PhiVc/2 Not Reqd 1 15.4 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 4.78 22.00 -2.21 2.21 1.27 1.00 15.39 Vu < PhiVc/2 Not Reqd 1 15.4 0.0 0.0 +1.20D+1.60L+O.50S+1.60H 1 4.80 22.00 -2.23 2.23 1.32 1.00 15.39 Vu < PhiVc/2 Not Reqd 1 15.4 0.0 0.0 +1.20D+1.60L+O.50S+1.60H 1 4.83 22.00 -2.24 2.24 1.37 1.00 15.39 Vu < PhiVc/2 Not Reqd 1 15.4 0.0 0.0 +1.20D+1.60L+O.505+1.60H 1 4.85 22.00 -2.26 2.26 1.43 1.00 15.39 Vu < PhiVc/2 Not Reqd 1 15.4 0.0 0.0 +1.20D+1.60L+O.505+1.60H 1 4.87 22.00 -2.28 2.28 1.48 1.00 15.39 Vu < PhiVcl2 Not Reqd 1 15.4 0.0 0.0 +1.20D+1.60L+O.50S+1.60H 1 4.89 22.00 -2.30 2.30 1.53 1.00 15.39 Vu < PhiVcI2 Not Reqd 1 15.4 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 4.92 22.00 -2.32 2.32 1.58 1.00 15.39 Vu < PhiVcl2 Not Reqd 1 15.4 0.0 0.0 +1.20D+.1.60L+0.50S+1.60H 1 4.94 22.00 -2.34 2.34 1.63 1.00 15.39 Vu < PhiVG2 Not Reqd 1 15.4 0.0 0.0 +1.20D+1.60L+O.505+1.60H 1 4.96 22.00 -2.35 2.35 1.68 1.00 15.39 Vu < PhiVc./2 Not Reqd 1 15.4 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 4.98 22.00 -2.37 2.37 1.74 1.00 15.39 Vu < PhiVcI2 Not Reqd 1 15.4 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 5.01 22.00 -2.39 2.39 1.79 1.00 15.39 Vu < PhiVG2 Not Reqd 1 15.4 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 5.03 22.00 -2.41 2.41 1.84 1.00 15.39 Vu < PhiVc/2 Not Reqd 1 15.4 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 5.05 22.00 -2.43 2.43 1.90 1.00 15.39 Vu < PhiVG2 Not Reqd 1 15.4 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 5.07 22.00 -2.44 2.44 1.95 1.00 15.39 Vu < PhiVc/2 Not Reqd 1 15.4 0.0 0.0 +1.20D+1.60L+O.50S+1.60H 1 5.10 22.00 -2.46 2.46 2.01 1.00 15.39 Vu < PhiVcl2 Not Reqd 1 15.4 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 5.12 22.00 -2.48 2.48 2.06 1.00 15.39 Vu < PhiVc/2 Not Reqd 1 15.4 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 5.14 22.00 -2.50 2.50 2.12 1.00 15.39 Vu < PhiVc/2 Not Reqd 1 15.4 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 5.16 22.00 -2.52 2.52 2.18 1.00 15.39 Vu < PhiVc/2 Not Reqd 1 15.4 0.0 0.0 +1.20D+1.60L+O.50S+1.60H 1 5.19 22.00 -2.54 2.54 2.23 1.00 15.39 Vu < PhiVcl2 Not Reqd 1 15.4 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 5.21 22.00 -2.55 2.55 2.29 1.00 15.39 Vu < PhiVc/2 Not Reqd 1 15.4 0.0 0.0 +1.20D+1.60L+O.505+1.60H 1 5.23 22.00 -2.57 2.57 2.35 1.00 15.39 Vu < PhiVc/2 Not Reqd 1 15.4 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 5.25 22.00 -2.59 2.59 2.41 1.00 15.39 Vu < PhiVc/2 Not Reqd 1 15.4 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 5.28 22.00 -2.61 2.61 2.46 1.00 15.39 Vu < PhiVcl2 Not Reqd 1 15.4 0.0 0.0 +1.20D+1.60L+O.50S+1.60H 1 5.30 22.00 -2.63 2.63 2.52 1.00 15.39 Vu < PhiVc/2 Not Reqd 1 15.4 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 5.32 22.00 -2.65 2.65 2.58 1.00 15.39 Vu < PhiVc/2 Not Reqd 1 15.4 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 5.34 22.00 -2.66 2.66 2.64 1.00 15.39 Vu < PhiVc/2 Not Reqd 1 15.4 0.0 0.0 +1.20D+1.60L+O.50S+1.60H 1 5.37 22.00 -2.68 2.68 . 2.70 1.00 15.39 Vu < PhiVcl2 Not Reqd 1 15.4 0.0 0.0 +1.20D+1.60L+O.505+1.60H 1 5.39 22.00 -2.70 2.70 2.76 1.00 15.39 Vu < PhiVc/2 Not Reqd 1 15.4 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 5.41 22.00 -2.72 2.72 2.82 1.00 15.39 Vu < PhiVc/2 Not Reqd 1 15.4 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 5.43 22.00 -2.74 2.74 2.88 1.00 15.39 Vu < PhiVc/2 Not Reqd 1 15.4 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 5.46 22.00 -2.75 2.75 2.95 1.00 15.39 Vu < PhiVc/2 Not Reqd 1 15.4 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 5.48 22.00 -2.77 2.77 3.01 1.00 15.39 Vu < PhiVc/2 Not Reqd 1 15.4 0.0 0.0 +1.20D+1.60L+0.505+1.60H 2 5.50 22.00 2.79 2.79 3.07 1.00 14.90 Vu < PhiVc/2 Not Reqd 1 14.9 0.0 0.0 +1.20D+1.60L+O.505+1.60H 2 5.52 22.00 2.77 2.77 3.01 1.00 14.90 Vu < PhiVc/2 Not Reqd 1 14.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 5.54 22.00 2.75 2.75 2.95 1.00 14.90 Vu < PhiVc/2 Not Reqd 1 14.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 5.57 22.00 2.74 2.74 2.88 1.00 14.90 Vu < PhiVc12 Not Reqd 1 14.9 0.0 0.0 +1.20D+1.60L+0.505+1.60H 2 5.59 22.00 2.72 2.72 2.82 1.00 14.90 Vu < PhiVcI2 Not Reqd 1 14.9 0.0 0.0 +1.20D+1.60L+0.505+1.60H 2 5.61 22.00 2.70 2.70 2.76 1.00 14.90 Vu < PhiVc/2 Not Reqd 1 14.9 0.0 0.0 +1.20D+1.60L+O.50S+1.60H 2 5.63 22.00 2.68 2.68 2.70 1.00 14.90 Vu < PhiVc/2 Not Reqd 1 14.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 5.66 22.00 2.66 2.66 2.64 1.00 14.90 Vu < PhiVcl2 Not Reqd 1 14.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H . 2 5.68 22.00 2.65 2.65 2.58 1.00 14.90 Vu < PhiVc/2 Not Reqd 1 14.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 5.70 22.00 2.63 2.63 2.52 1.00 14.90 Vu < PhiVc/2 Not Reqd 1 14.9 0.0 0.0 +1.20D+1.60L+O.50S+1.60H 2 5.72 22.00 2.61 2.61 2.46 1.00 14.90 Vu < PhiVc2 Not Reqd 1 14.9 0.0 0.0 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 Concrete Beam Project Title: Engineer: Project Descr: Project ID: Printed: 20 AUG 2016, 4:43PM File = C:1UserslownerlDesktop\Projects12016116-194-1lmezcebu.ec6 ENERCALC, INC, 1983-2016, Build:6.16.6.7, Ver:6.16.6.7 Lic. # : KW -06003603: Licensee : REED & ASSOCIATES Description : 16-194 GRD BMS (6 kip max) 1 Detailed Shear Information. Span Distance 'd' Vu (k) Mu d*Vu/Mu Phi`Vc Comment Phi"VS Phi*Vn Spacing (in) Load Combination Number (ft) (in) Actual Design (k -ft) (k) (k) (k) Req'd Suggest +1.20D+1.60L+0.50S+1.60H 2 5.75 22.00 2.59 2.59 2.41 1.00 14.90 Vu < PhiVc/2 Not Reqd 1 14.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 5.77 22.00 2.57 2.57 2.35 1.00 14.90 Vu < PhiVcl2 Not Reqd 1 14.9 0.0 0.0 +1.20D+1.60L+0.505+1.60H 2 5.79 22.00 2.55 2.55 2.29 1.00 14.90 Vu < PhiVd2 Not Reqd 1 14.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 5.81 22.00 2.54 2.54 2.23 1.00 14.90 Vu < PhiVcl2 Not Reqd 1 14.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 5.84 22.00 2.52 2.52 2.18 1.00 14.90 Vu < PhiVc12 Not Reqd 1 14.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 5.86 22.00 2.50 2.50 2.12 1.00 14.90 Vu < PhiVd2 Not Reqd 1 14.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 5.88 22.00 2.48 2.48 2.06 1.00 14.90 Vu < PhiVc/2 Not Reqd 1 14.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 5.90 22.00 2.46 2.46 2.01 1.00 14.90 Vu < PhiVc/2 Not Reqd 1 14.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 5.93 22.00 2.44 2.44 1.95 1.00 14.90 Vu < PhiVc/2 Not Reqd 1 14.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 5.95 22.00 2.43 2.43 1.90 1.00 14.90 Vu < PhiVd2 Not Reqd 1 14.9 0.0 . 0.0 +1.20D+1.60L+0.505+1.60H 2 5.97 22.00 2.41 2.41 1.84 1.00 14.90 Vu < PhiVd2 Not Reqd 1 14.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 5.99 22.00 2.39 2.39 1.79 1.00 14.90 Vu < PhiVd2 Not Reqd 1 14.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 6.02 22.00 2.37 2.37 1.74 1.00 14.90 Vu < PhiVd2 Not Reqd 1 14.9 0.0 0.0 +1.20D+1.60L+0.505+1.60H 2 6.04 22.00 2.35 2.35 1.68 1.00 14.90 Vu < PhiVd2 Not Regd 1 14.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 6.06 22.00 2.34 2.34 1.63 1.00 14.90 Vu < PhiVc/2 Not Reqd 1 14.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 6.08 22.00 2.32 2.32 1.58 1.00 14.90 Vu < PhiVc/2 Not Reg! 1 14.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 6.11 22.00 2.30 2.30 1.53 1.00 14.90 Vu < PhiVc/2 Not Reqd 1 14.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 6.13 22.00 2.28 2.28 1.48 1.00 14.90 Vu < PhiVc/2 Not Reqd 1 14.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 6.15 22.00 2.26 2.26 1.43 1.00 14.90 Vu < PhiVc/2 Not Reqd 1 14.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 6.17 22.00 2.24 2.24 1.37 1.00 14.90 Vu < PhiVd2 Not Reqd 1 14.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 6.20 22.00 2.23 2.23 1.32 1.00 14.90 Vu < PhiVc12 Not Reqd 1 14.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 6.22 22.00 2.21 2.21 1.27 1.00 14.90 Vu < PhiVd2 Not Reqd 1 14.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 6.24 22.00 2.19 2.19 1.23 1.00 14.90 Vu < PhiVd2 Not Reqd 1 14.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 6.26 22.00 2.17 2.17 1.18 1.00 14.90 Vu < PhiVd2 Not Reqd 1 14.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 6.29 22.00 2.15 2.15 1.13 1.00 14.90 Vu < PhiVd2 Not Reqd 1 14.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 6.31 22.00 2.14 2.14 1.08 1.00 14.90 Vu < PhiVc/2 Not Reqd 1 14.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 6.33 22.00 2.12 2.12 1.03 1.00 14.90 Vu < PhiVd2 Not Reqd 1 14.9 0.0 0.0 +1.20D+1.60L+0.505+1.60H 2 6.35 22.00 2.10 2.10 0.98 1.00 14.90 Vu < PhiVd2 Not Reqd 1 14.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 6.38 22.00 2.08 2.08 0.94 1.00 14.90 Vu < PhiVc/2 Not Reqd 1 14.9 0.0 0.0 +1.20D+1.60L+0.505+1.60H 2 6.40 22.00 2.06 2.06 0.89 1.00 14.90 Vu <'PhiVd2 Not Reqd 1 14.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 6.42 22.00 2.04 2.04 0.85 1.00 14.90 Vu < PhiVd2 Not Regd• 1 14.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 6.44 22.00 2.03 2.03 0.80 1.00 14.90 Vu < PhiVc/2 Not Reqd 1 14.9 0.0 0.0 +1.20D+1.60L+0.505+1.60H 2 6.47 22.00 2.01 2.01 0.75 1.00 14.90 Vu < PhiVd2 Not Reqd 1 14.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 6.49 22.00 1.99 1.99 0.71 1.00 14.90 Vu < PhiVd2 Not Reqd 1 14.9 0.0 0.0 +1:20D+1.60L+0.50S+1.60H 2 6.51 22.00 1.97 1.97 0.66 1.00 14.90 Vu < PhiVd2 Not Reqd 1 14.9 0.0 0.0 +1.20D+1.60L+0.505+1.60H 2 6.53 22.00 1.95 1.95 0.62 1.00 14.90 Vu < PhiVd2 Not Reqd 1 14.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 6.56 22.00 1.93 1.93 0.58 1.00 14.90 Vu < PhiVd2 Not Reqd 1 14.9 0.0 0.0 +1.20D+1.60L+0.505+1.60H 2 6.58 22.00 1.92 1.92 0.53 1.00 14.90 Vu < PhiVd2 Not Reqd 1 14.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 6.60 22.00 1.90 1.90 0.49 1.00 14.90 Vu < PhiVc/2 Not Reqd 1 14.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 6.62 22.00 1.88 1.88 0.45 1.00 14.90 Vu < PhiVd2 Not Reqd 1 14.9 0.0 0.0 +1.20D+1.60L+0.505+1.60H 2 6.64 22.00 1.86 1.86 0.41 1.00 14.90 Vu < PhiVd2 Not Reqd 1 14.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 6.67 22.00 1.84 1.84 0.37 1.00 14.90 Vu < PhiVd2 Not Reqd 1 14.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 6.69 22.00 1.83 1.83 0.32 1.00 14.90 Vu < PhiVd2 Not Reqd 1 14.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 6.71 22.00 1.81 1.81 0.28 1.00 14.90 Vu < PhiVd2 Not Reqd 1 14.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 6.73 22.00 1.79 1.79 0.24 1.00 14.90 Vu < PhiVd2 Not Reqd 1 14.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 6.76 22.00 1.77 1.77 0.20 1.00 14.90 Vu < PhiVd2 Not Reqd 1 14.9 0.0 0.0 +1.20D+1.60L+0.505+1.60H 2 6.78 22.00 1.75 1.75 0.16 1.00 14.90 Vu < PhiVd2 Not Reqd 1 14.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 6.80 22.00 1.73 1.73 0.12 1.00 14.90 Vu < PhiVc/2 Not Reqd 1 14.9 0.0 0.0 +1.20D+1.60L+0.505+1.60H 2 6.82 22.00 1.72 1.72 0.09 1.00 14.90 Vu < PhiVc/2 Not Reqd 1 14.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 6.85 22.00 1.70 1.70 0.05 1.00 14.90 Vu < PhiVc/2 Not Reqd 1 14.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 6.87 22.00 1.68 1.68 0.01 1.00 14.90 Vu < PhiVc/2 Not Reqd 1 14.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 6.89 21.00 1.66 1.66 0.03 1.00 14.27 Vu < PhiVd2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 6.91 21.00 1.64 1.64 0.07 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0:0 0.0 +1.20D+1.60L+0.505+1.60H 2 6.94 21.00 1.62 1.62 0.10 1.00 14.27 Vu < PhiVd2 Not Reqd 1 14.3 0.0 0.0 ' 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 Concrete Beam Project Title: Engineer: Project Descr: Project ID: Printed: 20 AUG 2016, 4:43PM File = C:1UserslOwnerlDesktoplProjects12016116-194-'1lmezcebu.ec6 ENERCALC, INC. 1983-2016, Build:6.16.6.7, Ver:6.16,6,7 Description : 16-194 GRD BMS (6 kip max) Detailed Shear Information Licensee : REED & ASSOCIATES Span Distance 'd' Vu (k) Mu d*Vu/Mu Phi*Vc Comment Phi*Vs Phi*Vn Spacing (in) Load Combination Number (ft) (in) Actual Design (k -ft) (k) (k) (k) Reqd Suggest +1.200+1.60L+0.50S+1.60H 2 6.96 21.00 1.61 1.61 0.14 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 6.98 21.00 1.59 1.59 0.17 1.00 14.27 Vu < PhiVd2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 7.00 21.00 1.57 1.57 0.21 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0. 0.0 +1.20D+1.60L+0.50S+1.60H 2 7.03 21.00 1.55 1.55 0.24 1.00 14.27 Vu < PhiVd2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 7.05 21.00 1.53 1.53 0.28 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 7.07 21.00 1.52 1.52 0.31 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 7.09 21.00 1.50 1.50 0.35 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 7.12 21.00 1.48 1.48 0.38 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 7.14 21.00 1.46 1.46 0.41 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 7.16 21.00 1.44 1.44 0.45 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.200+1.60L+0.50S+1.60H 2 7.18 21.00 1.42 1.42 0.48 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.200+1.60L+0.50S+1.60H 2 7.21 21.00 1.41 1.41 0.51 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.200+1.60L+0.50S+1.60H 2 7.23 21.00 1.39 1.39 0.54 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.200+1.60L+0.50S+1.60H 2 7.25 21.00 1.37 1.37 0.57 1.00 14.27 Vu < PhiVd2 Not Reqd 1 14.3 0.0 0.0 +1.200+1.60L+0.50S+1.60H 2 7.27 21.00 1.35 1.35 0.60 1.00 14.27 Vu < PhiVd2 Not Reqd 1 14.3 0.0 0.0 +1.200+1.60L+0.50S+1.60H 2 7.30 21.00 1.33 1.33 0.63 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0. 0.0 +1.200+1.60L+0.50S+1.60H 2 7.32 21.00 1.31 1.31 0.66 1.00 14.27 Vu < PhiVd2 Not Reqd 1 14.3 0.0 0.0 +1.200+1.60L+0.50S+1.60H 2 7.34 21.00 1.30 1.30 0.69 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.200+1.60L+0.50S+1.60H 2 7.36 21.00 1.28 1.28 0.72 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.200+1.60L+0.50S+1.60H 2 7.39 21.00 1.26 1.26 0.75 1.00 14.27 Vu < PhiVd2 Not Reqd 1 14.3 0.0 0.0 +1.200+1.60L+0.50S+1.60H 2 7.41 21.00 1.24 1.24 0.78 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.200+1.60L+0.50S+1.60H 2 7.43 21.00 1.22 1.22 0.81 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 7.45 21.00 1.21 1.21 0.83 1.00 14.27 Vu < PhiVd2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 7.48 21.00 1.19 1.19 0.86 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 7.50 21.00 1.17 1.17 0.89 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.200+1.60L+0.50S+1.60H 2 7.52 21.00 1.15 1.15 0.91 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.200+1.60L+0.50S+1.60H 2 7.54 21.00 1.13 1.13 0.94 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.200+1.60L+0.50S+1.60H 2 7.57 21.00 1.11 1.11 0.96 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.200+1.60L+0.50S+1.60H 2 7.59 21.00 1.10 1.10 0.99 1.00 14.27 Vu < PhiVd2 Not Reqd 1 14.3 0.0 0.0 +1.200+1.60L+0.50S+1.60H 2 7.61 21.00 1.08 1.08 1.01 1.00 14.27 Vu < PhiVd2 Not Reqd 1 14.3 0.0 0.0 +1.200+1.60L+0.50S+1.60H 2 7.63 21.00 1.06 1.06 1.04 1.00 14.27 Vu < PhiVd2 Not Reqd 1 14.3 0.0 0.0 +1.200+1.60L+0.50S+1.60H 2 7.66 21.00 1.04 1.04 1.06 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 7.68 21.00 1.02 1.02 1.08 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 7.70 21.00 1.00 1.00 1.11 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 7.72 21.00 0.99 0.99 1.13 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.200+1.60L+0.50S+1.60H 2 7,74 21.00 0.97 0.97 1.15 1.00 14.27 Vu < PhiVd2 Not Reqd 1 14.3 0.0 0.0 +1.200+1.60L+0.50S+1.60H 2 7.77 21.00 0.95 0.95 1.17 1.00 14.27 Vu < PhiVd2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 7.79 21.00 0.93 0.93 1.19 1.00 14.27 Vu < PhiVd2 Not Reqd 1 14.3 0.0 0.0 +1.200+1.60L+0.50S+1.60H 2 7.81 21.00 0.91 0.91 1.21 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.200+1.60L+0.50S+1.60H 2 7.83 21.00 0.90 0.90 1.23 1.00 14.27 Vu < PhiVd2 Not Reqd 1 14.3 0.0 0.0 +1.200+1.60L+0.50S+1.60H 2 7.86 21.00 0.88 0.88 1.25 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 7.88 21.00 0.86 0.86 1.27 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.200+1.60L+0.50S+1.60H 2 7.90 21.00 0.84 0.84 1.29 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.200+1.60L+0.50S+1.60H 2 7.92 21.00 0.82 0.82 1.31 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.200+1.60L+0.50S+1.60H 2 7.95 21.00 0.80 0.80 1.33 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.200+1.60L+0.50S+1.60H 2 7.97 21.00 0.79 0.79 1.35 1.00 14.27 Vu < PhiVd2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 7.99 21.00 0.77 0.77 1.36 0.99 14.26 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 8.01 21.00 0.75 0.75 1.38 0.95 14.22 Vu < PhiVc/2 Not Reqd 1 14.2 0.0 0.0 +1.200+1.60L+0.50S+1.60H 2 8.04 21.00 0.73 0.73 1.40 0.92 14.18 Vu < PhiVd2 Not Reqd 1 14.2 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 8.06 21.00 0.71 0.71 1.41 0.88 14.14 Vu < PhiVc/2 Not Reqd 1 14.1 0.0 0.0 +1.200+1.60L+0.50S+1.60H 2 8.08 21.00 0.69 0.69 1.43 0.85 14.10 Vu < PhiVd2 Not Reqd 1 14.1 0.0 0.0 +1.200+1.60L+0.50S+1.60H 2 8.10 21.00 ' 0.68 0.68 1.45 0.82 14.07 Vu < PhiVc/2 Not Reqd 1 14.1 0.0 0.0 +1.200+1.60L+0.50S+1.60H 2 8.13 21.00 0.66 0.66 1.46 0.79 14.03 Vu < PhiVc/2 Not Reqd 1 14.0 0.0 0.0 +1.200+1.60L+0.50S+1.60H 2 8.15 21.00 0.64 0.64 1.47 0.76 14.00 Vu < PhiVc/2 Not Reqd 1 14.0 0.0 0.0 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 .Concrete Beam Lic: # KW -06003603 Description : 16-194 GRD BMS (6 kip max) Detailed Shear Information Project Title: Engineer: Project Descr: Project ID: Printed: 20 AUG 2016, 4:43PM File = C:luserslownerlDesktop\Projects12016116-194-11mezcebu.ec6 ENERCALC, INC.1983-2016, Build:6.16.6.7, Ver:6.16.6.7 Load Combination +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L+0.50S+1.601-1 +1.20D+1.60L+0.50S+1.601-1 +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L+0.50S+1.601-I +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L+0.50S+1.6011 +1.20D+1.60L+0.50S+1.6011 +1.20 D+1.60 L+0.50 S+1.60 H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20 D+1.60 L+0.50 S+1.60 H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L+0.50S+1.601-I +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L+0.50S+1.601-1 +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L+0.50S+1.601-1 +1.20D+1.60L+0.50S+1.60H +1.20 D+1.60 L+0.50 S+1.60 H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L+0.50S+1.601-1 +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20 D+1.60 L+0.50 S+1.60 H +1.20D+1.60L+0.50S+1.601-1 +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20 D+1.60 L+0.50 S+1.60 H +1.20 D+1.60 L+0.50 S+1.60 H +1.20D+1.60L+0.50S+1.60H Span Distance 'd' Vu (k) Mu d*Vu/Mu Phi*Vc Comment Phi*Vs Phi*Vn Spacing (in) Number (ft) (in) Actual Design (k -ft) (k) (k) (k) Req'd Suggest 2 8.17 21.00 0.62 0.62 1.49 0.73 13.96 Vu < PhiVG2 Not Reqd 1 14.0 0.0 0.0 2 8.19 21.00 0.60 0.60 1.50 0.70 13.93 Vu < PhiVG2 Not Reqd 1 13.9 0.0 0.0 2 8.22 21.00 0.59 0.59 1.52 0.68 13.90 Vu < PhiVc/2 Not Reqd 1 13.9 0.0 0.0 2 8.24 21.00 0.57 0.57 1.53 0.65 13.87 Vu < PhiVc/2 Not Reqd 1 13.9 0.0 0.0 2 8.26 21.00 0.55 0.55 1.54 0.62 13.84 Vu < PhiVc/2 Not Reqd 1 13.8 0.0 0.0 2 8.28 21.00 0.53 0.53 1.55 0.60 13.81 Vu < PhiVc/2 Not Reqd 1 13.8 0.0 0.0 2 8.31 21.00 0.51 0.51 1.57 0.57 13.78 Vu < PhiVc/2 Not Reqd 1 13.8 0.0 0.0 2 8.33 21.00 0.49 0.49 1.58 0.55 13.75 Vu < PhiVc/2 Not Reqd 1 13.8 0.0 0.0 2 8.35 21.00 0.48 0.48 1.59 0.52 13.72 Vu < PhiVc/2 Not Reqd 1 13.7 0.0 0.0 2 8.37 21.00 0.46 0.46 1.60 0.50 13.70 Vu < PhiVc/2 Not Reqd 1 13.7 0.0 0.0 2 8.40 21.00 0.44 0.44 1.61 0.48 13.67 Vu < PhiVc/2 Not Reqd 1 13.7 0.0 0.0 2 8.42 21.00 . 0.42 0.42 1.62 0.46 13.64 Vu < PhiVc/2 Not Reqd 1 13.6 0.0 0.0 2 8.44 21.00 0.40 0.40 1.63 0.43 13.62 Vu < PhiVd2 Not Reqd 1 13.6 0.0 0.0 2 8.46 21.00 0.39 0.39 1.64 0.41 13.59 Vu < PhiVc/2 Not Reqd 1 13.6 0.0 0.0 2 8.49 21.00 0.37 0.37 1.64 0.39 13.57 Vu < PhiVc/2 Not Reqd 1 13.6 0.0 0.0 2 8.51 21.00 0.35 0.35 1.65 0.37 13.54 Vu < PhiVc/2 Not Reqd 1 13.5 0.0 0.0 2 8.53 21.00 0.33 0.33 1.66 0.35 13.52 Vu < PhiVc/2 Not Reqd 1 13.5 0.0 0.0 2 8.55 21.00 0.31 0.31 1.67 0.33 13.49 Vu < PhiVc/2 Not Reqd 1 13.5 0.0 0.0 2 8.58 21.00 0.29 0.29 1.67 0.31 13.47 Vu < PhiVc2 Not Reqd 1 13.5 0.0 0.0 2 8.60 21.00 0.28 0.28 1.68 0.29 13.45 Vu < PhiVc/2 Not Reqd 1 13.4 0.0 0.0 2 8.62 21.00 0.26 0.26 1.69 0.27 13.42 Vu < PhiVc/2 Not Reqd 1 13.4 0.0 0.0 2 8.64 21.00 0.24 0.24 1.69 0.25 13.40 Vu < PhiVc/2 Not Reqd 1 13.4 0.0 0.0 2 8.67 21.00 0.22 0.22 1.70 0.23 13.38 Vu < PhiVc/2 Not Reqd 1 13.4 0.0 0.0 2 8.69 21.00 0.20 0.20 1.70 0.21 13.35 Vu < PhiVc/2 Not Reqd 1 13.4 0.0 0.0 2 8.71 21.00 0.18 0.18 1.71 0.19 13.33 Vu < PhiVc/2 Not Reqd 1 13.3 0.0 0.0 2 8.73 21.00 0.17 0.17 1.71 0.17 13.31 Vu < PhiVc/2 Not Reqd 1 13.3 0.0 0.0 2 8.76 21.00 0.15 0.15 1.71 0.15 13.29 Vu < PhiVc/2 Not Reqd 1. 13.3 0.0 0.0 2 8.78 21.00 0.13 0.13 1.72 0.13 13.27 Vu < PhiVc/2 Not Reqd 1 13.3 0.0 0.0 2 8.80 21.00 0.11 0.11 1.72 0.11 13.24 Vu < PhiVc/2 Not Reqd 1 13.2 0.0 0.0 2 8.82 21.00 0.09 0.09 1.72 0.09 13.22 Vu < PhiVc/2 Not Reqd 1 13.2 0.0 0.0 2 8.84 21.00 0.08 0.08 1.72 0.08 13.20 Vu < PhiVc/2 Not Reqd 1 13.2 0.0 0.0 2 8.87 21.00 0.06 0.06 1.73 0.06 13.18 Vu < PhiVc/2 Not Reqd 1 13.2 0.0 0,0 2 8.89 21.00 0.04 0.04 1.73 0.04 13.16 Vu < PhiVc/2 Not Reqd 1 13.2 0.0 0.0 2 8.91 21.00 0.02 0.02 1.73 0.02 13.14 Vu < PhiVc/2 Not Reqd 1 13.1 0.0 0.0 2 8.93 21.00 0.00 0.00 1.73 0.00 13.12 Vu < PhiVc/2 Not Reqd 1 13.1 0.0 0.0 2 8.96 21.00 -0.02 0.02 1.73 0.02 13.13 Vu < PhiVc/2 Not Reqd 1 13.1 0.0 0.0 2 8.98 21.00 -0.03 0.03 1.73 0.03 13.15 Vu < PhiVc/2 Not Reqd 1 13.2 0.0 0.0 2 9.00 21.00 -0.05 0.05 1.73 0.05 13.17 Vu < PhiVc/2 Not Reqd 1 13.2 0.0 0.0 2 9.02 21.00 -0.07 0.07 1.72 0.07 13.20 Vu < PhiVc/2 Not Reqd 1 13.2 0.0 0.0 2 9.05 21.00 -0.09 0.09 1.72 0.09 13.22 Vu < PhiVc/2 Not Reqd 1 13.2 0.0 0.0 2 9.07 21.00 -0.11 0.11 1.72 0.11 13.24 Vu < PhiVG2 Not Reqd 1 13.2 0.0 0.0 2 9.09 21.00 -0.13 0.13 1.72 0.13 13.26 Vu < PhiVc/2 Not Reqd 1 13.3 0.0 0.0 2 9.11 21.00 -0.14 0.14 1.71 0.15 13.28 Vu < PhiVc/2 Not Reqd 1 13.3 0.0 0.0 2 9.14 21.00 -0.16 0.16 1.71 0.17 13.30 Vu < PhiVc./2 Not Reqd 1 13.3 0.0 0.0 2 9.16 21.00 -0.18 0.18 1.71 0.18 13.33 Vu < PhiVc/2 Not Reqd 1 13.3 0.0 0.0 2 9.18 21.00 -0.20 0.20 1.70 0.20 13.35 Vu < PhiVc/2 Not Reqd 1 13.3 0.0 0.0 2 9.20 21.00 -0.22 0.22 1.70 0.22 13.37 Vu < PhiVc/2 Not Reqd 1 13.4 0.0 0.0 2 9.23 21.00 -0.23 0.23 1.69 0.24 13.39 Vu < PhiVc/2 Not Reqd 1 13.4 0.0 0.0 2 9.25 21.00 -0.25 0.25 1.69 0.26 13,42 Vu < PhiVc/2 Not Reqd 1 13.4 0.0 0.0 2 9.27 21.00 -0.27 0.27 1.68 0.28 13.44 Vu < PhiVc/2 Not Reqd 1 13.4 0.0 0.0 2 9.29 21.00 -0.29 0.29 1.68 0.30 13.46 Vu < PhiVc/2 Not Reqd 1 13.5 0.0 0.0 2 9.32 21.00 -0.31 0.31 1.67 0.32 13.49 Vu < PhiVc/2 Not Reqd 1 13.5 0.0 0.0 2 9.34 21.00 -0.33 0.33 1.66 0.34 13.51 Vu < PhiVc/2 Not Reqd 1 13.5 0.0 0.0 2 9.36 21.00 -0.34 0.34 1.65 0.36 13.54 Vu < PhiVc/2 Not Reqd 1 13.5 0.0 0.0 ' 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 Concrete Beam Project Title: Engineer: Project Descr: Project ID: Printed: 20 AUG 2016, 4:43PM Flle = C:1Users\ownerlDesktop\Projects12016116-194-1lmezcebu.ec6 ENERCALC, INC. 1983-2016, Build:6.16.6.7, Ver:6.16.6.7 Lic. # : KW -06003603 Licensee : REED & ASSOCIATES Description : 16-194 GRD BMS (6 kip max) Detailed Shear Information Load Combination +1.200+1.60L+0.50S+1.60H +1.200+1.60L+0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.200+1.60L+0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.200+1.60L+0.50S+1.60H +1.200+1.60L+0.50S+1.60H +1.200+1.60 L+0.50 S+1.60 H +1.200+1.60L+0.50S+1.60H +1.20D+1.60L+0.50S+1.601-I +1.20 D+1.60 L+0.50 S+1.60 H +1.200+1.60L+0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20 D+1.60 L+0.50 S+1.60 H +1.20 D+1.60 L+0.50 S+1.60 H +1.200+1.60L+0.50S+1.60H +1.200+1.60L+0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L+0.50S+1.601-1 +1.200+1.60L+0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L+0.50S+1.6011 +1.200+1.60L+0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.200+1.60L+0.50S+1.60H +1.200+1.60L+0.50S+1.60H +1.200+1.60L+0.50S+1.60H +1.200+1.60L+0.50S+1.60H +1.200+1.60L+0.50S+1.60H +1.200+1.60 L+0.50 S+1.60 H +1.200+1.60L+0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.200+1.60L+0.50S+1.60H +1.20D+1.60L+0.50S+1.601-1 +1.200+1.60L+0.50S+1.60H +1.200+1.60L+0.50S+1.60H +1.200+1.60L+0.50S+1.60H +1.20 D+1.60 L+0.50 S+1.60 H +1.20 D+1.60 L+0.50 S+1.60 H +1.20 D+1.60 L+O.50 S+1.60 H +1.20D+1.60L40.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20 D+1.60 L+0.50 S+1.60 H +1.20 D+1.60 L+0.50 S+1.60 H +1.20 D+1.60 L+0.50 S+1.60 H +1.20 D+1.60 L+0.50 S+1.60 H +1.200+1.60L+0.50S+1.601-1 +1.20 D+1.60 L+0.50 S+1.60 H +1.200+1.60 L+0.50 S+1.60 H +1.20 D+1.60 L+0.50 S+1.60 H +1.200+1.60L+0.50S+1.60H +1.200+1.60L+0.50S+1.60H +1.200+1.60L+0.50S+1.60H Span Distance 'd' Vu (k) Mu d"Vu/Mu Phi'Vc Comment Phi*Vs Phi*Vn Spacing (in) Number (ft) (in) Actual Design (k -ft) (k) (k) (k) Req'd Suggest 2 9.38 21.00 -0.36 0.36 1.65 0.39 13.56 Vu < PhiVd2 Not Reqd 1 13.6 0.0 0.0 2 9.41 21.00 -0.38 0.38 1.64 0.41 13.59 Vu < PhiVc/2 Not Reqd 1 13.6 0.0 0.0 2 9.43 21.00 -0.40 0.40 1.63 0.43 13.61 Vu <.PhiVc/2 Not Reqd 1 13.6 0.0 0.0 2 9.45 21.00 -0.42 0.42 1.62 0.45 13.64 Vu < PhiVd2 Not Reqd 1 13.6 0.0 0.0 2 9.47 21.00 -0.44 0.44 1.61 0.47 13.66 Vu < PhiVc/2 Not Reqd 1 13.7 0.0 0.0 2 9.50 21.00 -0.45 0.45 1.60 0.50 13.69 Vu < PhiVc/2 Not Reqd 1 13.7 0.0 0.0 2 9.52 21.00 -0.47 0.47 1.59 0.52 13.72 Vu < PhiVc/2 Not Regdd 1 . 13.7 0.0 0.0 2 9.54 21.00 -0.49 0.49 1.58 0.54 13.74 Vu < PhiVc/2 Not Req d 1 13.7 0.0. 0.0 2 9.56 21.00 -0.51 0.51 1.57 0.57 13.77 Vu < PhiVc/2 Not Reqd 1 13.8 0.0 0.0 2 9.59 21.00 -0.53 0.53 1.56 0.59 13.80 Vu < PhiVc/2 Not Reqd 1 13.8 0.0 0.0 2 9.61 21.00 -0.54 0.54 1.54 0.62 13.83 Vu < PhiVc/2 Not Reqd 1 13.8 0.0 0.0 2 9.63 21.00 -0.56 0.56 1.53 0.64 13.86 Vu < PhiVc/2 Not Reqd 1 13.9 0.0 0.0 2 9.65 21.00 -0.58 0.58 1.52 0.67 13.89 Vu < PhiVc/2 Not Reqd 1 13.9 0.0 0.0 2 9.68 21.00 -0.60 0.60 1.51 0.70 13.92 Vu < PhiVc/2 Not Reqd 1 13.9 0.0 0.0 2 9.70 21.00 -0.62 0.62 1.49 0.72 13.95 Vu < PhiVc/2 Not Reqd 1 14.0 0.0 0.0 2 9.72 21.00 -0.64 0.64 1.48 0.75 13.99 Vu < PhiVd2 Not Reqd 1 14.0 0.0 0.0 2 9.74 21.00 -0.65 0.65 1.46 0.78 14.02 Vu < PhiVd2 Not Reqd 1 14.0 0.0 0.0 2 9.77 21.00 -0.67 0.67 1.45 0.81 14.06 Vu < PhiVc/2 Not Reqd 1 14.1 0.0 0.0 2 9.79 21.00 -0.69 0.69 1.43 0.84 14.09 Vu < PhiVc/2 Not Reqd 1 14.1 0.0 0.0 2 9.81 21.00 -0.71 0.71 1.42 0.87 14.13 Vu < PhiVd2 Not Reqd 1 14.1 0.0 0.0 2 9.83 21.00 -0.73 0.73 1.40 0.91 14.17 Vu < PhiVd2 Not Reqd 1 14.2 0.0 0.0 2 9.86 21.00 -0.75 0.75 1.39 0.94 14.21 Vu < PhiVc/2 Not Reqd 1 14.2 0.0 0.0 2 9.88 21.00 -0.76 0.76 1.37 0.98 14.25 Vu < PhiVc/2 • Not Reqd 1 14.2 0.0 0.0 2 9.90 21.00 -0.78 0.78 1.35 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 2 9.92 21.00 -0.80 0.80 1.33 1.00 14.27 Vu < PhiVd2 Not Reqd 1 14.3 0.0 0.0 2 9.94 21.00 -0.82 0.82 1.32 1.00 14.27 Vu < PhiVd2 Not Reqd 1 14.3 0.0 0.0 2 9.97 21.00 -0.84 0.84 1.30 1.00 14.27 Vu < PhiVd2 Not Reqd 1 14.3 0.0 0.0 2 9.99 21.00 -0.85 0.85 1.28 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 2 10.01 21.00 -0.87 0.87 1.26 1.00 14.27 Vu < PhiVd2 Not Reqd 1 14.3 0.0 0.0 2 10.03 21.00 -0.89 0.89 1.24 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 2 10.06 21.00 -0.91 0.91 1.22 1.00 14.27 Vu < PhiVd2 Not Reqd 1 14.3 0.0 0.0 2 10.08 21.00 -0.93 0.93 1.20 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 2 10.10 21.00 -0.95 0.95 1.18 1.00 14.27 Vu < PhiVd2 Not Reqd 1 14.3 0.0 0.0 2 10.12 21.00 -0.96 0.96 1.16 1.00 14.27 Vu < PhiVd2 Not Reqd 1 14.3 0.0 0.0 2 10.15 21.00 -0.98 0.98 1.13 1.00 14.27 Vu < PhiVd2 Not Reqd 1 14.3 0.0 0.0 2 10.17 21.00 -1.00 1.00 1.11 1.00 14.27 Vu < PhiVd2 Not Reqd 1 14.3 0.0 0.0 2 10.19 21.00 -1.02 1.02 1.09 1.00 14.27 Vu < PhiVd2 Not Reqd 1 14.3 0.0 0.0 2 10.21 21.00 -1.04 1.04 1.07 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 2 10.24 21.00 -1.05 1.05 . 1.04 1.00 14.27 Vu < PhiVd2 Not Reqd 1 14.3 0.0 0.0 2 10.26 21.00 -1.07 1.07 1.02 1.00 14.27 Vu < PhiVd2 Not Reqd 1 14.3 0.0 0.0 2 10.28 21.00 -1.09 1.09 0.99 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 2 10.30 21.00 -1.11 1.11 0.97 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 2 10.33 21.00 -1.13 1.13 0.94 1.00 14.27 Vu < PhiVd2 Not Reqd 1 14.3 0.0 0.0 2 10.35 21.00 -1.15 1.15 0.92 1.00 14.27 Vu < PhiVd2 Not Reqd 1 14.3 0.0 0.0 2 10.37 21.00 -1.16 1.16 0.89 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 2 10.39 21.00 -1.18 1.18 0.87 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 2 10.42 21.00 -1.20 1.20 0.84 1.00 14.27 Vu < PhiVd2 Not Reqd 1 14.3 0.0 0.0 2 10.44 21.00 -1.22 1.22 0.81 1.00 14.27 Vu < PhiVd2 Not Reqd 1 14.3 0.0 0.0 2 10.46 21.00 -1.24 1.24 0.78 1.00 14.27 Vu < PhiVd2 Not Reqd 1 14.3 0.0 0.0 2 10.48 • 21.00 -1.26 1.26 0.76 1.00 14.27 Vu < PhiVd2 Not Reqd 1 14.3 0.0 0.0 2 10.51 21.00 -1.27 1.27 0.73 1.00 14.27 Vu < PhiVd2 Not Reqd 1 14.3 0.0 0.0 2 10.53 21.00 -1.29 1.29 0.70 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 2 10.55 21.00 -1.31 1.31 0.67 1.00 .14.27 Vu < PhiVd2 Not Reqd 1 14.3 0.0 0.0 2 10,57 21.00 -1.33 1.33 0.64 1.00 14.27 Vu < PhiVd2 Not Reqd 1 14.3 0.0 0.0 ' 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 Concrete Beam Project Title: Engineer: Project Descr: Project ID: Printed: 20 AUG 2016, 4:43PM File,= C:1Usersl0wnerlDesktop\Projects12016116-194-11mezcebu.ec6 ENERCALC, INC. 1983-2016, Build:6.16.6.7, Ver:6.16,6.7 Lic. # : KW -06003603 Licensee : REED & ASSOCIATES Description : 16-194 GRD BMS (6 kip max) Detailed. Shear' Information' Span " Distance 'd' Vu (k) Mu d*Vu/Mu Phi*Vc Comment Phi*Vs Phi*Vn Spacing (in) Load Combination Number (ft) (in) Actual Design (k -ft) (k) (k) (k) Req'd Suggest +1.20D+1.60L+0.50S+1.60H 2 10.60 21.00 -1.35 1.35 0.61 1.00 14.27 Vu < PhiVc12 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 10.62 21.00 -1.36 1.36 0.58 1.00 14.27 Vu < PhiVG2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 10.64 21.00 -1.38 1.38 0.55 1.00 14.27 Vu < PhiVc12 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 10.66 21.00 -1.40 1.40 0.52 1.00 14.27 Vu < PhiVcl2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 10.69 21.00 -1.42 1.42 0.49 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.505+1.60H 2 10.71 21.00 -1.44 1.44 0.45 1.00 14.27 Vu < PhiVcl2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 10.73 21.00 -1.46 1.46 0.42 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 10.75 21.00 -1.47 1.47 0.39 1.00 14.27 Vu < PhiVcl2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 10.78 21.00 -1.49 1.49 0.36 1.00 ' 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 10.80 21.00 -1.51 1.51 0.32 1.00 14.27 Vu < PhiVcl2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.505+1.60H . 2 10.82 21.00 -1.53 1.53 0.29 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 10.84 21.00 -1.55 1.55 0.25 1.00 14.27 Vu < PhiVcl2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 10.87 21.00 -1.57 1.57 0.22 1.00 14.27 Vu < PhiVcl2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 10.89 21.00 -1.58 1.58 0.18, 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 10.91 21.00 -1.60 1.60 0.15 1.00 14.27 Vu < PhiVcl2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 10.93 21.00 -1.62 1.62 0.11 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 10.96 21.00 -1.64 1.64 0.07 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.505+1.60H 2 10.98 21.00 -1.66 1.66 0.04 1.00 14.27 Vu < PhiVc/2 Not Reqd 1 14.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 11.00 21.00 -1.67 1.67 0.00 1.00 14.27 Vu < PhiVG2 Not Reqd 1 14.3 0.0 0.0 'Maximum Forces &Stresses for Load Combinations Load Combination Location (ft) Bending Stress Results (k -ft ) Segment Length Span # in Span Mu : Max Phi*Mnx Stress Ratio MAXimum BENDING Envelope Span # 1 1 5.500 -3.01 81.98 0.04 • Span # 2 2 5.500 -3.07 59.43 0.05 +1.40D+1.60H Span # 1 1 5.500 -1.91 81.98 0.02 Span # 2 2 5.500 -1.95 59.43 0.03 +1.20D+0.50Lr+1.60L+1.60H Span # 1 1 5.500 -2.82 81.98 0.03 Span # 2 2 5.500 -2.88 59.43 0.05 +1.20D+1.60L+0.50S+1.60H Span # 1 1 5.500 -3.01 81.98 0.04 Span # 2 2 5.500 -3.07 59.43 0.05 +1.20D+1.60Lr+0.50L+1.60H Span # 1 1 5.500 -2.01 81.98 0.02 Span # 2 2 5.500 -2.05 59.43 0.03 +1.20D+1.60Lr+0.50W+1.60H Span # 1 1 5.500 -1.64 81.98 0.02 . Span # 2 2 5.500 -1.67 59.43 0.03 +1.20D+0.50L+1.60S+1.60H Span # 1 1 5.500 -2.60 81.98 0.03 Span # 2 2 5.500 -2.65 59.43 0.04 +1.20D+1.60S+0.50W+1.60H Span # 1 1 5.500 -2.23 81.98 0.03 Span # 2 2 5.500 -2.28 59.43 0.04 +1.20D+0.50Lr+0.50L+W+1.601-1 Span # 1 1 5.500 -2.01 81.98 0.02 Span # 2 2 5.500 -2.05 59.43 0.03 +1.20D+0.50L+0.50S+W+1.60H Span # 1 1 5.500 -2.19 81.98 0.03 Span # 2 2 5.500 -2.24 59.43 0.04 +1.20 D+0.50 L+0.70 S+E+1.60 H Span # 1 1 5.500 -2.27 81.98 0.03 Span # 2 2 5.500 -2.31 59.43 0.04 +0.90D+W+0.90H Span # 1 1 5.500 -1.23 81.98 0.01 Span # 2 2 5.500 -1.25 59.43 0.02 +0.90D+E+0.90H Span # 1 1 5.500 -1.23 81.98 0.01 Span # 2 2 5.500 -1.25 59.43 0.02 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 Concrete Beam -ic. # : KW -06003603 Description : 16-194 GRD BMS (6 kip max) ° 'Overall Maximum Deflections Project Title: Engineer: Project Descr: Project ID: Printed: 20 AUG 2016, 4:43PM File = C:1UserslownerlDesktop\Projects12016116-194-1lmezcebu.ec6 - ENERCALC, INC. 1983-2016, Build:6:16.6.7, Ver:6.16.6.7 ••LicenseeREED & ASSOCIATES Load Combination Span Max. "-" Defl Location in Span Load Combination Max. "+" Defl Location in Span +D+0.750L+0.750S+0.5250E+H 1 0.0002 2.279 +D+0.750L+0.7505+0.5250E+H 2 0.0002 3.221 0.0000 0.000 0.0000 0.000 OP) Civil19626 76 & Structui • th Ave.ral W.Engineer#A, Lynnngwood, WA 98036 1 Office (425) 778-2793 wer©reed-assoc.com GENERAL ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION, OR OTHER GOVERNING CODE, AS REQUIRED BY LOCAL JURISDICTION. DESIGN LOADS SEE ENGINEERING PACKET FOR DESIGN LOADS. INSPECTIONS NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED BY LOCAL JURISDICTION. FOUNDATIONS EXTEND FOOTING TO UNDISTURBED SOIL OF 2000 PSF BEARING CAPACITY. BOTTOM OF EXTERIOR FOOTING SHALL BE 1'-6" MINIMUM BELOW OUTSIDE FINISHED GRADE. COMPACTED FILL SHOULD CONSIST OF PREDOMINATELY WELL -GRADED, GRANULAR SOIL, FREE OF ORGANIC MATERIAL AND DEBRIS. FILL SHOULD BE PLACED IN MAXIMUM 8" LOOSE LIFTS AND COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED BY ASTM D-1557 TEST PROCEDURES. CONCRETE fc = 2500 PSI MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6.0 GALLONS OF WATER PER 94 LB SACK OF CEMENT. MAXIMUM SLUMP IS 4". SEGREGATION OF MATERIALS TO BE PREVENTED. REINFORCING STEEL #5 BARS AND LARGER SHALL BE GRADE 60 DEFORMED BARS, AND #3 AND #4 BARS SHALL BE GRADE 40, IN ACCORDANCE WITH ASTM A-615. LAP SPLICES 32 BAR DIAMETERS. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND SHALL BE 6X6 — W1.4 X W1.4. LAP ONE FULL MESH AT SPLICES. TIMBER FRAMING SHALL MEET THE FOLLOWING MINIMUM STANDARDS: BEAMS AND POSTS (4x_ AND GREATER): DF -L#2 REED & ASSOCIATES, PS JOISTS / STUDS (2x_): GLUE LAMINATED BEAMS (GLB) PSL BEAMS HF#2 / STUD 24F -V4 (24F -V8 AT CANTILEVERS) 2.0E 2x_ TIMBER SHALL BE KILN DRIED. GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER", LATEST EDITION. ROOF TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE T.P.I. AND THE IBC. ALL CONNECTIONS PER IBC TABLE 2304.10.1. PLATE WASHERS TO BE 3" X 3" BY 1/" AND SHALL EXTEND TO WITHIN 1/2 INCH OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE(S) WITH SHEATHING. ANSI/AF&PA SDPWS 2015 - 4.3.6.4.3 - ROOF DIAPHRAGM INSTALL MINIMUM 1/2" CDX PLYWOOD (32/16) OR 7/16" OSB SHEATHING. NAIL ALL SUPPORTED EDGES AND BOUNDARIES WITH 8d AT 6" 0.C, AND INTERIOR SUPPORTS WITH 8d AT 12" O.C.; BLOCKING NOT REQUIRED. FLOOR DIAPHRAGM INSTALL MINIMUM 23/32" T&G STURD-I-FLOOR (24oc) SHEATHING. GLUE AND NAIL ALL SUPPORTED EDGES AND BOUNDARIES WITH 10d AT 6" O.C.; AND INTERIOR SUPPORTS WITH 10d AT 12" O.C., BLOCKING NOT REQUIRED. MISCELLANEOUS THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. DO NOT SCALE DRAWINGS. PRE -FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. WIND DESIGN CRITERIA : RISK CATEGORY: ULTIMATE/NOMINAL DESIGN WIND SPEED: WIND EXPOSURE: INTERNAL PRESSURE COEF. COMPONENTS & CLADDING: METHOD: OCCUPANCY CATEGORY: Kzt: SEISIMIC DESIGN CRITERIA: PROCEDURE USED:SIMPLIFIED (ASCE 7-10, 12.14.8) IMPORTANCE FACTOR, 1 RISK CATEGORY, II OCCUPANCY CATEGORY: II SITE CLASS, D SEISMIC DESIGN CAT., D SEISMIC FORCE RES. SYS, A.15. DESIGN BASE SHEAR = ROOF SNOW LOAD CRITERIA: FLAT -ROOF SNOW LOAD= 25PSF SNOW EXPOSURE FACTOR= 1.0 SNOW LOAD IMPORTANCE FACTOR= .80 THERMAL FACTOR= 1.0 110 MPH/ 85 MPH NOMINAL B +/- .55 16 PSF (min) ASCE 7-10, MWFRS ENVELOPE PROCEDURE I I 1.0 R=6.5 Ss = 1.25 (CURRENT USGS) Si = 0.40 (CURRENT USGS) Sos = 0.83 Sol = 0.43 Cs = 0.13 Group Northwest, Inc. July 26, 2016 Mr. Tewobros Mezgebu c/o Mr. Dante Palmaffy 12925 - 47th Dr SE Everett, WA 98208 SUBJECT: GEOTECHNICAL EVALUATION Proposed Addition to Single -Family Residence 5906 S 144th St Tukwila, Washington Geotechnical Engineers, Geologists & Environmental Specialists FIL3 Dear Mr. Mezgebu and Mr. Palmaffy, G-4152 ROF TIUKWILA Y AUG 22 2016 PERMIT CENTER At your request, GEO Group Northwest, Inc., conducted a site evaluation for the purpose of providing geotechnical recommendations for the proposed construction of an addition to the north side (back) of the existing residence. Our scope of work included a review of the area geologic map, a site reconnaissance, hand augering a soil boring in the area of the proposed addition, probing of the soils, and preparation of this geotechnical evaluation. Site and Project Description The subject residence is located in a residential area on the north side of S 144th Street, at the end of the dead-end street, as illustrated on the attached Vicinity Map, Plate 1. The subject lot, King County Parcel No. 336590-1346, is 12,560 sf (0.29 acres) in size. The existing split-level house has a daylight basement and a footprint of approximately 1,270 sf. A wood deck, approximately 198 sf in size, is located on the north side of the house on the upper floor level. The addition will be at the elevation of the main floor level and will replace the existing deck. The addition was partially constructed at the time of our site visit and we understand a stop work order was issued. The house is located in the southwest corner of the lot which is relatively flat and level. The northeastern portion of the property slopes steeply down to the northeast, approximately as illustrated on the attached Plot Plan, Plate 2. The overall slope has an estimated height of about 13240 NE 20th Street, Suite 10 • Bellevue, Washington 98005 p Phone 425/649-8757 • Fax 435/649-8758 1 (1/ 0 2_ 1 July 26, 2016 Geotechnical Evaluation 5906 S 144th St, Tukwila G-4152 Page 2 150 feet. The upper half of the slope has an estimated gradient of 60 percent. The lower half is steeper. The slope is vegetated with mature fir and deciduous trees and underbrush. At the top of the slope, behind the house, is a four -foot tall wood timber retaining wall. The retaining wall is located 6.5 feet to 11 feet north of the wood deck (addition). Geology According to the area geologic maps, the site soils are mapped as Ground moraine (glacial till) (Qgt) deposits, consisting of a very compact mixture of sand, silt, clay and gravel, glacially transported and deposited under glacial ice during the Fraser glaciation period that ended some 12,000 years ago. Intrusive rock (porphyritic basalt and andesite) is mapped along the base of the slope below the property. Soil Conditions The site soils in the area of the proposed addition were investigated with a hand-augered boring. The boring was located at the north edge of the proposed addition and extended to a depth of 2.8 feet where gravel refusal was encountered. The soils consisted of silty sand to sandy silt with varying amounts of gravel. The soils are medium dense to a depth of about 3.8 feet based on probing with a 1/2 -inch diameter steel T -handle probing rod. Slope Evaluation The proposed addition area at the top of the slope and the slope below the house appear stable based on our site reconnaissance. No evidence of recent landslide features, landslide deposits, groundwater seepage, scarps, or soil tension cracks were observed. The trunks of the trees on the slope appear to be relatively straight indicating minimal soil creep on the slope. The slope is a Class 3 area, based on 18.45.120 of the City of Tukwila zoning code. Waldron H. H., 1962, "Geologic Map of the Des Moines Quadrangle, Washington," U. S. Dept. Of The Interior, U. S. Geological Survey, Map GQ -159, Scale 1:24,000. GEO Group Northwest, Inc. July 26, 2016 Geotechnical Evaluation 5906 S 144th St, Tukwila G-4152 Page 3 Conclusions and Recommendations The proposed addition area and the slope below the proposed addition appear stable. The fill soil encountered in the boring at the north edge of the addition was likely placed to create a level yard area behind the house when the house was originally constructed. Foundation support for the addition will be located approximately 7 feet to 12 feet from the top of the slope and wood retaining wall. Due to the additions proximity to the top of the slope we recommend the foundation for the addition be supported on pipe piles and the addition's foundation be tied back to the existing house foundation for lateral support. Buffer We recommend a 5 foot buffer between addition's foundation and wood retaining wall/top of the slope, provided the addition's foundations are pipe pile supported. Should the wood retaining wall at the top of the slope need to be replaced in the future, the pipe piles will prevent the foundation support from being compromised. Pipe Pile Design Criteria We recommend the addition's new foundation be supported with 2 -inch diameter, schedule 80, pipe (pin) piles. Due to site access limitations, we anticipate the pipe piles will be driven hand portable equipment, such as a pneumatic 90 lb jack -hammer, or a pneumatic 140 lb Rhino - hammer. Galvanized pipe is not required for corrosion protection. The foundation, it's reinforcement, the pile spacing and the number of piles should be designed by a structural engineer. The pipe piles should penetrate through the loose to medium dense soil and be driven to refusal into the underlying dense soil. The following is the recommended allowable vertical capacity and the refusal criteria for 2 inch diameter piles: Pipe pile Diameter 2 inch 2 inch Pile Specification Schedule 80 Schedule 80 Hammer Type Jack -hammer Rhino -hammer Hammer Weight 90 lb 140 lb Refusal Criteria (Seconds Per Inch) 60 60 GEO Group Northwest, Inc. Allowable Vertical Capacity 6,000 lbs 6,000 lbs July 26, 2016 Geotechnical Evaluation 5906 S 144th St, Tukwila G-4152 Page 4 By themselves, pipe piles generate minimal lateral capacity and no allowable uplift resistance. To resist lateral movement we recommend tying the new foundation back to the house foundation with grade beams. For the pile supported foundation we estimate the maximum total post -construction settlement should be one-quarter (1/4) inch or less. Inspection by the geotechnical engineer is recommended during installation of pipe piles. Load testing is not required. Seismic Considerations Based on the site geology the site is seismically classified as Site Class C, in accordance with the International Building Code and ASCE Chapter 20. No signs were observed of slope instability and the site appears stable. No groundwater seepage was observed and no groundwater was encountered in the boring. The potential for liquefaction and/or lateral spreading is negligible based on the presence of the glacially consolidated soils. No known faults intersect the subject property and the risk of surface rupture, as a result of a large magnitude seismic event, is interpreted to be very low. No geotechnical seismic mitigation measures are recommended. Drainage The installation of a footing drain may be eliminated with the pipe pile supported foundation. Roof water should be collected and directed away from the steep slope, preferably to the city storm drain in the street, if available. LIMITATIONS This report has been prepared for specific application to the subject project. The findings and recommendations stated herein are based on our field observations, the subsurface conditions encountered in our site exploration, our experience, and judgement. The recommendations are our professional opinion derived in a manner consistent with the level of care and skill ordinarily exercised by other members of the profession currently practicing under similar conditions in this area and within the budget constraint. No warranty is expressed or implied. In the event the soil conditions are found to vary from those described herein, GEO Group Northwest, Inc., should be GEO Group Northwest, Inc. July 26, 2016 Geotechnical Evaluation 5906 S 144th St, Tukwila G-4152 Page 5 notified and the recommendations herein re-evaluated, and where necessary, be revised. GEO Group Northwest, Inc., should be retained to review the final design plans to confirm the plans conform to the recommendations contained in this report. Please contact us if you have any questions. Sincerely, GEO GROUP NORTHWEST, INC. Wade J. Lassey Engineering Geologist William Chang, P.E. Principal Attachments: Plate 1 - Vicinity Map Plate 2 - Plot Plan GEO Group Northwest, Inc. Adapted from "The Thomas Guide," 2007. 0 1000' 2000' Approximate Scale: 1 inch =1000 feet nJuL ..L A;;;., 1 lit:1 1)- • PK 1 ---- ST PH 1"5,.`.. 4.0).< • 6„, • r\d, < c_ 1,37 ,/ , .pFOSTEntIR , BrettL... .L -':$"•‘,/,\=, C14, e) >. LF _FOAL& LINKS ' r \i^ 5PARK/ ( S 141ST /? S ST .0- 136). . • S 142ND ST . - •lo 0 ST s ni 3 v, >. < i _4 ST ix; ca. tr.) cr) T MID -1 144TH 4600 S ,145TH i , , — f t, CH ST S 150TH ST ,0 151ST ST Li r'1f.-'<i r --i C\I 8L S 4 L t} PROJECT srrE 3RD sr 's • • ' .....‘ ... \.6P PC':: mi HAZELNUT 144TH kip! Ti ''... PARK ,,-- LIB S S 149TH Si. ..il..4.Tfi,:.tLci,.:.;),,,if...i,. =; • ''''., S 149TH 'AP /9. ............ ' ' '. \''•.43F FORT', P• X S 0 --- '..,. e, ' ,. DENT'. ,., •", \--. PARK • I • . _DPI_ i }T'l sTrii v.) !,....is4§t1.• PIL49pir - 1 ?., , ST i S 159Tryi ci49/ ' 1S51 ST ) ................_ '. 4 \ (2—.... 152ND 73 ___ ,, ST — — S 15'1-S PL _.../ \ ' V. •"/ cri i C:3 ca ,.,.. 4 ---.I : I: S i ---1 : c•si (...oz ...&.,1 -7 •"1-,' ' >1 S 1 1 52ND PL ',(/'z. v) cl‘.:0 CO(.0 S 153RD '\ -'1.------- ..., •• . , .., rt681 i 51.00 pr)J Group Northwest, Inc. Geotechnical Engineers, Geologists, 8, Environmental Scientists 1 6400 \ TUKWILA VICINITY MAP PROPOSED ADDITION TO SFR 5906 S. 144TH ST TUKWILA, WASHINGTON SCALE As Shown DATE 7/26/2016 MADE W CHKD WC JOB NO. G-4152 PLATE --Ptc5r tic; i 1* I- t to ‘,Iti Lumpy., c.kraot;v QCs 14&s. t So 411 336Sgo-t3 4 -os Q)28)1G . 5_- n yips -e-z .eb u r d1/4),/v1 S.510 b S. 3-t I 7uKtio:Ict )A)04- 9g166 wko fu))e_c) h ou trk-c) p.e,t-64; to c,20101 (.3c4-01-:•h'04AJ 141 A S -)--r-v c et- ate. Y- FovAct,.1. -f-;(21k-- Nrod „a c_A-- PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0236 DATE: 03/10/17 PROJECT NAME: MEZGEBU RESIDENCE SITE ADDRESS: 5906 S 144TH ST Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued X Revision # 2 after Permit Issued DEPARTMENTS: KG& R O \V1 rik 4214 Building Division 1171 Fire Prevention tiA OA- 1-041 111 Public Works Structural 11 u�► a .� 3 n -►l Planning Division Permit Coordinator n PRELIMINARY REVIEW: Not Applicable Ti (no approval/review required) REVIEWER'S INITIALS: DATE: 03/14/17 Structural Review Required DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 04/11/17 Approved Approved with Conditions n Corrections Required Denied (corrections enterein Reviews) (ie: Zoning Issues) kik? 101-e� Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 KNIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0236 DATE: 10/04/16 PROJECT NAME: MEZGEBU ADDITION SITE ADDRESS: 5906 144TH ST S Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued X Revision # 1 after Permit Issued DEPARTMENTS: �QIBuilding Division Public Works Fire Prevention Structural n tAOa0 Planning Division ❑ Permit Coordinator 'r n PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 10/06/16 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved DUE DATE: 11/03/16 ❑ Approved with Conditions ri Corrections Required (corrections entered in Reviews) Denied (ie: Zoning Issues) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY.. PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0236 PROJECT NAME: MEZBEBU RESIDENCE DATE: 08/22/16 SITE ADDRESS: 5906 S 144TH ST X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: Bui'Iding Division 91VA flitb Public Works AM §-2A. Fire Prevention Structural 1)6 Al "17.1(1 Planning Division le, ❑ Permit Coordinator n PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 08/23/16 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required ❑ Denied (ie: Zoning Issues) Approved with Conditions (corrections entered in Reviews) DUE DATE: 09/20/16 7/ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 PROJECT NAME: SITE ADDRESS: b u /'1-B r PERMIT NO: l �O Q; 2 1141-k Sr RENIS ORIGINAL ISSUE DATE: N LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS STAFF INITIALS to -1f3 Idl / 7j 1 iv 10-H-10 14,g Summary of Revision: lreu. .� ( V1�.,�> a4�6N Summary of Revision. / 'AL 1)4 76 4'14 i,, Received by: M L Ei REVISION NO. DATE RECEIVED STAFF IN' TIALS ISSUED At1 DATE STAFF INITIALS Idl / 7j 1 iv /%l ► Summary of Revision: F r Summary of Revision. / 'AL 1)4 76 4'14 i,, Received by: \ Jvie4 ►e. 4 k --Zee 4,' e _ -/ (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) Date: 107/i 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. ❑ Response to Incomplete Letter # Plan Check/Permit Number: Response to Correction Letter # Revision # after Permit is Issued El Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: /ileZ5 ‘) tes:de ce Project Address: 0 S. 4 4 Si 'To kI,4) i 1,-1, IA/ A- ? 8 l b 8 _Q Phone Number: OC -? b r 3) '4-1 . Contact Person: �( Summary of Revision: le 4-eAn CITY OF TUKWILA 0 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date o Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on W: \Pernnt Center \"Templates\Forms\Revision Submittal Form.doc Revised: August 2015 revision 11;014( 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: 944-7201 L7 Plan Check/Permit Number: l/ t lQ S- ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: 4' i E? &t a.(3 .46.17i> t 04, Project Address: Si,dt' 44- ST 'j. Contact Person: D Q,,t,f�,p,(,1+� j� Phone Number: Summary of Revision: 4-1-4-t5< G L 0 u A QF AD GTT , "rats 4-1,A- M t/ 7& -D a—'t T 60E- --E- , V /sirs f: 3��� RFCFlVF-i CITY OF TUKV, OCT AkZUib PERMIT CFS Tl Sheet Number(s): ! — 3 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in TRAKiT on W\Permit Center \Templates\Forms\Revision Submittal Form.doc Revised. August 2015 CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX (206) 431-3665 Permit Center/Building Division 206 431-3670 Public Works Department 206 433-0179 Planning Division 206 431-3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION PERMIT NO: T 1 VL.-- 0 23 STATE OF WASHINGTON) COUNTY OF KING ) ss. re z—' cJ mS ,M e2-5 . ), C' • , states as follows: [please print name] 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number %2., and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction woik. Owner/On's Agent* Signed and sworn to�before Dm' me this lid day of ' �' 7 -WWII, 20j iQ . NOTARY PUBL in and for the State of Washington Residing at King , County (� Name as commissioned: S (' b , 0 -rock My commission expires: _ PO 119 18.27.090 Exemptions. The registration provisions of this chapter do not apply to: 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile/manufactured home retail dealer or manufacturer licensed under chapter 46.7o RCW who shall warranty service and repairs under chapter 46.7o RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; to. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; ii. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12.* Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile/manufactured home dealer or manufacturer who subcontracts the installation, set-up, or repair work to actively registered contractors. This exemption only applies to the installation, set-up, or repair of the mobile/manufactured homes that were manufactured or sold by the mobile/manufactured home dealer or manufacturer; i8. An entity who holds a'vand electric ^conti actor's license under chapter 19.2€ RCW,that employs a certified journeyman electrician, a certlfiied residemial specialty electrician, or an electrical trainee meeting?the requirements of chapter 19.28 RCW to perform, plumbing work that is incidentally, tlirectly,,, 'and immediately appropriate to the like In-Vind:replacement,Qf'ahousehold appliance or other small'"holnsehold utilization;equipment that requires limited electfic powei anti limited waste and/or water connections. An'eleetrical trainee must be supervised by a certified electrician while performing plumbing work. * Per Washington State Department of Labor and Industries lessee has been interpreted to be equivalent to owner for purposes of exemptions. NEW HORIZON CONSTRUCTIO'`T LLC Home Espanol Contact Safety & Health Claims & Insurance 2.1)Washington State Department of Labor & Industries Page 1 of 2 Search L&I A -Z Index Help My L&I Workplace Rights Trades & Licensing NEW HORIZON CONSTRUCTION LLC Owner or tradesperson Principals GARCIA GONZALEZ, JOSE E, PARTNER/MEMBER GARCIA GONZALEZ, SARAI, PARTNER/MEMBER GARCIA GONZALEZ, VICTOR HUGO, PARTNER/MEMBER (End: 07/20/2016) Doing business as NEW HORIZON CONSTRUCTION LLC WA UBI No. 603 222 437 27440 141ST AVE SE KENT, WA 98042 425-213-6688 KING County Business type Limited Liability Company Governing persons JOSE E GARCIA-GONZALEZ VICTOR HUGO GARCIA-GONZALEZ; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. ........................................._.................._.......... Meets current requirements. License specialties GENERAL License no. NEWHOHC884NB Effective — expiration 08/02/2012— 08/27/2018 Bond ............... Wesco Insurance Co Bond account no. 46WB065412 $12,000.00 Received by L&I Effective date 01/12/2016 07/26/2015 Expiration date Until Canceled Bond history Insurance .............._......... Arch Specialty Ins Co Policy no. AGL0016458-02 Received by L&I $1,000,000.00 Effective date Help us improve https://secureJni.wa.gov/verify/Detail.aspx?UBI=603222437&LIC=NEWHOHC884NB&SAW= 9/28/2016 REVISIONS BY ELEVATION NOTES: 1. VERIFY SHEAR WALL NAILING & HOLDOWNS PER PLAN & SCHEDULE PRIOR TO INSTALLING SIDING. 2. CAULK ALL EXTERIOR JOINTS & PENETRATIONS. 3. PROVIDE WEATHER STRIPPING & FLASHING AT ALL DOORS & WINDOWS. 4. PROVIDE GALVANIZED OR ANODIZED.SHEET METAL FLASHING & COUNTERFLASHING @ ALL ROOF PENETRATIONS, CHIMNEYS, & SKYLIGHTS. 5. PROVIDE CONTINUOUS GUTTERS & DOWNSPOUTS @ ALL EAVES, TYP. a as >4ca REED & ASSOCIATES, PS 4111111/4 • Civil & StructuralEnglneerine 19626 76th Ave. W. #A, Lynnwood, WA 98036 • Office (425) 77&2793 wer@reed-aseoc.com GENERAL ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION, OR OTHER GOVERNING CODE, AS REQUIRED BY LOCAL JURISDICTION. DESIGN LOADS SEE ENGINEERING PACKET FOR DESIGN LOADS. INSPECTIONS NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED BY LOCAL JURISDICTION. FOUNDATIONS EXTEND FOOTING TO UNDISTURBED SOIL OF 2000 PSF BEARING CAPACITY. BOTTOM OF EXTERIOR FOOTING SHALL BE 1'-6" MINIMUM BELOW OUTSIDE FINISHED GRADE. COMPACTED FILL SHOULD CONSIST OF PREDOMINATELY WELL -GRADED, GRANULAR SOIL, FREE OF ORGANIC MATERIAL AND DEBRIS. FILL SHOULD BE PLACED IN MAXIMUM 8" LOOSE LIFTS AND COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED BY ASTM D-1557 TEST PROCEDURES. CONCRETE fc = 2500 PSI MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6.0 GALLONS OF WATER PER 94 LB SACK OF CEMENT: MAXIMUM SLUMP IS 4". SEGREGATION OF MATERIALS TO BE PREVENTED. REINFORCING STEEL #5 BARS AND LARGER SHALL BE GRADE 60 DEFORMED BARS, AND #3 AND #4 BARS SHALL BE GRADE 40, IN ACCORDANCE WITH ASTM A-615. LAP SPLICES 32 BAR DIAMETERS. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND SHALL BE 6X6 — W1.4 X W1.4. LAP ONE FULL MESH AT SPLICES. TIMBER FRAMING SHALL MEET THE FOLLOWING MINIMUM STANDARDS: BEAMS AND POSTS (4x AND GREATER): DF -L#2 JOISTS / STUDS (2x ): HF#2 / STUD GLUE LAMINATED BEAMS (GLB) 24F -V4 (24F -V8 AT CANTILEVERS) PSL BEAMS 2.0E 2x_ TIMBER SHALL BE KILN DRIED. GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER", LATEST EDITION. ROOF TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE T.P.I. AND THE IBC. ALL CONNECTIONS PER IBC TABLE 2304.10.1. PLATE WASHERS TO BE 3" X 3" BY' " AND SHALL EXTEND TO WITHIN 1/2 INCH OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE(S) WITH SHEATHING. ANSI/AF&PA SDPWS 2015 - 4.3.6.4.3 - ROOF DIAPHRAGM INSTALL MINIMUM 1/2" CDX PLYWOOD (32/16) OR 7/16" OSB SHEATHING. NAIL ALL SUPPORTED EDGES AND BOUNDARIES WITH 8d AT 6" O.C, AND INTERIOR SUPPORTS WITH 8d AT 12" O.C.; BLOCKING NOT REQUIRED. FLOOR DIAPHRAGM INSTALL MINIMUM 23/32" T&G STURD-I-FLOOR (24oc) SHEATHING. GLUE AND NAIL ALL SUPPORTED EDGES AND BOUNDARIES WITH 10d AT 6" O.C.; AND INTERIOR SUPPORTS WITH 10d AT 12" O.C., BLOCKING NOT REQUIRED. MISCELLANEOUS THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT,JOB SITE. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. DO NOT SCALE DRAWINGS. PRE -FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. WIND DESIGN CRITERIA : RISK CATEGORY: II ULTIMATE/NOMINAL DESIGN WIND SPEED: 110 MPH/85 MPH NOMINAL WIND EXPOSURE: B INTERNAL PRESSURE COEF. +1- .55 COMPONENTS & CLADDING: 16 PSF (mn) METHOD: ASCE 7-10, MWFRS ENVELOPE PROCEDURE OCCUPANCY CATEGORY: II Kzt: 1.0 SEISIMIC DESIGN CRITERIA: PROCEDURE USED:SIMPLIFIED (ASCE'7-10, 12.14.8) IMPORTANCE FACTOR, 1 RISK CATEGORY, II R=6.5 OCCUPANCY CATEGORY: II Ss = 1.25 (CURRENT USGS) SITE CLASS, D Si = 0.40 (CURRENT USGS) SEISMIC DESIGN CAT., D Sos = 0.83 SEISMIC FORCE RES. SYS, A.15. Sot'= 0.43 DESIGN BASE SHEAR = 6,662 lbs Cs = 0.13 ROOF SNOW LOAD CRITERIA: FLAT -ROOF SNOW LOAD= 25PSF . SNOW EXPOSURE FACTOR= 1.0 SNOW LOAD IMPORTANCE FACTOR= .80 THERMAL FACTOR= 1.0 REVISIONS No changes shall he made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. FILE COPY Permit Oa � Plan review approval is subject to errors and omissions. Approval of construction documents does not autholizo the violation of any adopted COy A 4r ordinance. Receipt of approved Field C• • a d ondif ns is acknowledjod: By: Date: SEi<i',f'' E PERMIT BEQUF,7i J FOR: E6Accnanical Icctrcai iumbing l Cas Piptno City of Tui: °.'ilu BUil_DlN City of Tukwila BUILDING DIVISION e d a; CC •® M ®' 1-1 E n A\ trg; -{3 IS CC 4411 CO �® :7"; 0 4 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 10 2016 REVISI N City of Tukwila BUILDING DIVISION PERMIT CENTER Date Scale Drawn Job 24X38 < CLEARPRINT® Sheet i Of ?? Sheets ROOF FRAMING NOTES: Iti - 2 i2 PertiAe 7044- 1. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS & CONDITIONS PRIOR TO CONSTRUCTION. 2. ALL BEAMS & HEADERS TO BE 4x10 DF#2 @ ALL WALLS .tee 3. PROVIDE VENT BLOCKING OVER SUPPORTS. Roof Area : 235 sf Ventilation Required: 235 sf. / 300 = Provide 1/2 Ventilation at Eaves, 1/2 above Midpoint/ 12" below Ridge 112.8 si. Req'd Birdblocking = Eave Ventilation Req'd = Provide : Ventilation Provided = 4. ALL RAFTERS AND TRUSSES TO BE CONNECTED TO BEARING 3.53 si / If. 16.00 If. 56.4 si. 56.4 si. Req'd Upper Roof/ Ridge Ventilation: 0 36 Continious Ridge Vent = Upper Ventilation Req'd = Provide: Ventilation Provided = WALLS AND MEMBERS WITH SIMPSON A-35 OR H-1 TIES. 5. ALL RAFTERS FOR VAULTED CEILING TO BE 2x12 @ 24"o.c.,UNO. 9.00 si each. 6.27 If. 63.00 si. 56.4 si. Req'd _ 7 If 2"(min) Cont. Ridge Ventilation = 16 If. birdblocking. Ventilation = 63.00 si. 56.4 si. Total Ventilation Provided = 119.40 si. IS GREATER THAN : 112.8 si. Req'd �/I�C T�f A'c1 3. ALL TRUSSES: - SHALL CARRY MANUFACTURER'S STAMP SHALL BE INSTALLED & BRACED TO ' /- MANUFACTURER'S SPECIFICATIONS l - SHALL HAVE DESIGN DETAILS & DRAWINGS ON SITE' FOR FRAMING INSPECTION - SHALL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OF ENGINEERING CALCULATIONS iR° , 4V -al FAW '04-N A%'-' PCI I IA OE 47--( ter/*A6'>4$ 1 3 F - czA awl- a 0 G,G . \/Wr.. e_ I�11C3(t -z �1 gewP rz1T 12. gppr . az- 4-1 czoklcine 24t%G, 0- Fes- I Pr -� W {z Z1•I+.,UL1 2" CLR EQ 2'-0" EQ. 3" CLR REINF PER TYP GRADE BEAM DETAIL (4)-##5TO MATCH GRADE BEAM REINF 24x38 cLEARPRINT 2'-O" MAX GRADE BEAT STEP Scale:. 3/4" 11.:0"1 16x8 LEVELING FTG wu/ (2) #4 CONT _2!' 0 PIPE PILE w/ TP44 PIPE PILE. TOP PLATE (3/$"x4"x4") ROOF VENTILATION O Stick Framed Roof Assembly: Upper Floor 18" DIA. X 8" THICK CONC. FOOTING W/2 - #4 BARS EACH WAY. POST & CONNECTION PER PLAN Roof Area : 235 sf Ventilation Required: 235 sf. / 300 = Provide 1/2 Ventilation at Eaves, 1/2 above Midpoint/ 12" below Ridge 112.8 si. Req'd Birdblocking = Eave Ventilation Req'd = Provide : Ventilation Provided = 4.7 si./ If - 25% reduction = 112.8 si. / 2 / si. per If. = 16 If. birdblocking. Ventilation = 56.4 si. is Greater than 3.53 si / If. 16.00 If. 56.4 si. 56.4 si. Req'd Upper Roof/ Ridge Ventilation: 0 36 Continious Ridge Vent = Upper Ventilation Req'd = Provide: Ventilation Provided = 12.00 si. per If. - 25% reduction = 112.8 si./ 2 / si. per linear foot = 7.0 If 2"(min) Cont. Ridge Ventilation = 63.00 si. is Greater than 9.00 si each. 6.27 If. 63.00 si. 56.4 si. Req'd Use : Use : 7 If 2"(min) Cont. Ridge Ventilation = 16 If. birdblocking. Ventilation = 63.00 si. 56.4 si. Total Ventilation Provided = 119.40 si. IS GREATER THAN : 112.8 si. Req'd FRAMING PER PLAN (BY OTHERS) ANCHOR BOLTS (BY OTHERS) (2) #5's. T&B. 6" MIN 1:8" MIN - 8"x:4 CONCRETE GRADE BEAM wI {2) .- #5's CONT. TOP & Boum- .SPLICE BOTTOM BARS @ ANY PIER & SPLICE: TOP :BARS MIDPAN. BETWEEN ANY PIERS - LAP ALL- Sf LEES -30,' MIN ° 0 TYPICAL GRADE BEAM 8.x18 FTG. W/ (2) #4 CONT Zl' 0 PIPE PILE wv/ TP44 PIPE PILE TOP PLATE (3/$"x4"x4") Seale:. .3/4 -0: tO 111-,6)" REVISIONS BY b' I, +191 t* 9n FOUNDATION NOTES: 1. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS & CONDITIONS PRIOR TO CONSTRUCTION. 2. ALL FOOTINGS TO REST ON UNDISTURBED SOIL. 3. ALL WOOD IN CONTACT WITH CONC. TO BE PRESSURE TREATED. 4. INSTALL SIMPSON CONC. TO WOOD HOLDOWNS 1-1/2" FROM CORNERS & WINDOW ROUGH OPENINGS, ALSO SEE MANUFACTURER'S SPECS. 5. ALL FASTENERS AND PENETRATORS TO PRESSURE TREATED MATERIAL TO BE ZMAX HOT -DIPPED GALV. OR STAINLESS STEEL OR MEET ASTM 153 REQUIREMENTS. 6. 1500 P.S.F. ASSUMED SOIL BEARING CAPACITY SHALL BE VERIFIED IN FIELD. 7. ALL WALLS SUPPORTING TWO FLOORS AND A ROOF TO BE 2X6 CONSTRUCTION. F' LAN GRADE BEAM REINFORCEMENT STD. 90° HOOK G.B. INTERSECTIONS #5 CORNER BARS FOR. ALL. OUTER REINF. -6" TYPICAL GRADE BEAM INTERSECTION Scale: 3/4" = FOOTING SCHEDULE O 18" DIA. X 8" THICK CONC. FOOTING W/2 - #4 BARS EACH WAY. POST & CONNECTION PER PLAN O 24" DIA. X 12" THICK CONC. FOOTING W/2 - #4 BARS EACH WAY. POST & CONNECTION PER PLAN O 30" DIA. X 12" THICK CONC. FOOTING W/2 - #4 BARS EACH WAY. POST & CONNECTION PER PLAN 0 36 36" DIA. X 12" THICK CONC. FOOTING W/2 - #4 BARS EACH WAY. POST & CONNECTION PER PLAN -rfntal, .4474, ro co x,211 GQx 00 c,�1-1-itS4-4-I' I,4& 2)4-6p -2C- - i1L- - V-2.II 13„I ISL-. F'/ A t21 L.13, ISI 4L ;77 A / k1i , 48 OA 1211 -L 4 Cc -t Ai Pt.,4 E P TI ON6 I C +4 r c.1�,. cv7-/l4- 1/ 1-ec144t-W4-- F c -re ,g. Get G�►`(�TEti�I I' 01 Dl REVH RECEIVED CITY OF TUKWILA OCT 0 4 2016 RACIBMENOITE CODE COMPLIANCE APPROVED OCT 10 2016 co w0 COco CI Lo N 02) e~t N > e- w 0 0 Ca eU E Ca 0 .a 0 M U, N M A N Mo E V; No sco = o ■- co O 'Z3 Q Date Scale Drawn Sheet Of 3 Sheets ( 1ntt �� tt rte' 't 'Ipto �,-Io -o REVISIONS Pipe Pile Structural Notes Code: All construction shall conform to the 2015 International Building Code Design Loads: Roof: 15 PSF Dead Load 25 PSF Live Load Floor: 10 PSF Dead Load 40 PSF Dead Load Soils: GEO Group Northwest, Inc. (Project # G-4152) 2" DIAMETER PILE CAPACITY 6 KIPS ACTIVE EQ FLUID PRESSURE N/A AT REST EQ FLUID PRESSURE N/A PASSIVE PRESSURE N/A BEARING ON NATIVE SOILS N/A Inspections: Special Inspections are required for welding, pipe driving, testing, structural fill and compaction. Notify "Building Department" for building department inspections required by local ordinance. Geotechnical engineer to monitor pile driving and load testing. Foundations: Extended footings to undisturbed soil of assumed 2000PSF bearing capacity or to pile top. Bottom of exterior footings shall be 1'-6" min. below outside finish grade. Concrete: Yc=2500 PSI minimum, 5-1/2 sacks of cement per cubic yard of concrete and a maximum of 6.0 gallons of water per 94Ib sack of cement. Maximum slump is 4". Segregation of material to be prevented. Reinforcing Steel: #5 bars and larger shall be grade 60 deformed bars, #3 and #4 bars shall be grade 40, in accordance with ASTM A-615. Welded wire fabric shall conform to ASTM A-185 and shall be 6x6- W1.4 X W1.4. Lap one full mesh at splices. Pipe Pile: 3"diameter STD pipe, ASTM A-53, type E or S, grade B (Galvanized). All welding by WABO Certified welders in accordance with the "Welding Handbook" by AWS. All welds %" min. continuous fillet welds using AWS A5, E70XX electrodes. Provide %" cap on pile bottom and Y2"X6"X6 cap on top of piles. Provide square and threaded ends. Use threaded couplers to extend pipe plies. Lengths to be determined in the field by the GEOTECHNICAL ENGINEER. Load test piles per City of Seattle Director's Rule 10-2009 and ASTM D1143-81. Allowable deviation from intended pile location 2" or less. Pipe Pile Driving Criteria/Capacities: (with pneumatic or hydraulic hammer) Nominal Pipe Diameter Minimum Wall Thickness Minimum Hammer Size Allowable/Axial Compressive Capacity Driving Time (seconds/inch) 2 -inch Schedule 80* 90 lb Jack- Hammer 6 kips 60 2 -inch Schedule 80* 140 lb Rhino- Hammer 6 kips 60 qU 1 W. 'Nutone' QT 80 1.5 Sones 63 cfm @ .25 WG. 80 cfm @ .10 WG. 0 2 Notes: REED & ASSOCIATES,EpPS �w M'•MA. L wood. WAYEOMB Ms omo.(QSfl&mw w�..o-r.00I SHEARWALL & HOLDOWN NOTES (U.N.O.) : (1) Simpson or =. Locate at end of( SW) u.n.o. Install per manufacturer recommendations for foundation minimum end distance and embedment, deepen foundation as required. (2) Construct cripple wall same as shearwall (SW) above, and gable -end same as shearwall (SW) below. (3) Requires 3x or (2) 2x foundation sill plate (4) Threaded rod and coupler as required: (5) Common nails, UNO: 8d=0.131"x2Y2",10d=0.148"x3", 12d=0.148"x3%", 16d=0.162"x3%2", 16d sinker=0.148"x3'/". (6) Install His on all trusses/rafters, A35's at 24"o/c on gables & rim joist (or solid blkg) to top plate (sill plate at fdn) u.n.o.; When specified spacing is less than 24"o/c, install A35's at roof solid blk'ing to SW top plate, and install H1 or H2.5 on all trusses/rafters. LTP4, LTP5 or LS50 can be substituted for A35. Conn. per Simpson Strong -Tie or equal. (7) Minimum 3x or dbl-2x stud Iam'd w/ (2)-16d @ 6" o/c at abutting panel edges. (8) Anchor bolts shall be embedded at least 7; into concrete; there shall be a minimum of two bolts per piece with one bolt located not more than 12" or less than seven bolt diameters from each end of the piece. 2x min PT, u.n.o. (9) All sheathing must be Structural I sheathing U.N.O. • HOLDOWN SCHEDULE . Date: Job #: 16-194 MARK HOLDOWN / STRAP *(1) • FASTENERS TO (2) -STUDS MIN U.N.O. FOUNDATION ANCHOR *(1)(4) COMMENTS . SILL PLATE ANCHORS w/ 3 x 3"x 1/4" WASHERS *(8) SW -1 7/16" OSB 8d @ 6" o/c (12" o/c field) 16d @ 12 " o/c 16d slant @ 12 o/c or A35 @ 36 o/c 5/8" 0x10" AB's @ 60 " o/c 4.480 'Nutone' QT 130 1.0 Sones 102 cfm @ .25 WG. 130 cfm @ .10 WG. qU 1 W. 'Nutone' QT 80 1.5 Sones 63 cfm @ .25 WG. 80 cfm @ .10 WG. 0 2 Notes: * Use QT 130 (100 cfm min.) @ all kitchen fan. * Use QT 80 (50 cfm min.) @ all other locations. * All Fans to Vent to Outside 36" from Openings. * All Other Requirements of 2015 W.S.E.C./ VAIQ must be met. NO.(2) GAP (2) (2) (1) (2) S.F. (2) master bed 1 6.00 4.00 CASCADE vinyl slider • 1/2" arg yes 0.28 24.00 6.720 master bed 1 3.00 4.00 CASCADE vinyl case 9300 1/2" arg yes 0.27 12.00 3.240 SHEARWALL SCHEDULE Date: 1/0/1900 Job #: 16-194 MARK * (2) SHEATHING APPLY TO 2x HF STUDS @ 16 o/c " U.N.O. BELOW *(9) SHEATHING EDGE NAILS *(5) ALL EDGES BLOCKED (do not penetrate past flush) BASE PLATE * NAILS (5) ROOF TO TOP PLATE, FLOOR TO TOP PLATE & SILL PLATE *(6) SILL PLATE ANCHORS w/ 3 x 3"x 1/4" WASHERS *(8) SW -1 7/16" OSB 8d @ 6" o/c (12" o/c field) 16d @ 12 " o/c 16d slant @ 12 o/c or A35 @ 36 o/c 5/8" 0x10" AB's @ 60 " o/c 4.480 'Nutone' QT 130 1.0 Sones 102 cfm @ .25 WG. 130 cfm @ .10 WG. qU 1 W. 'Nutone' QT 80 1.5 Sones 63 cfm @ .25 WG. 80 cfm @ .10 WG. 0 2 Notes: * Use QT 130 (100 cfm min.) @ all kitchen fan. * Use QT 80 (50 cfm min.) @ all other locations. * All Fans to Vent to Outside 36" from Openings. * All Other Requirements of 2015 W.S.E.C./ VAIQ must be met. NO.(2) GAP (2) (2) (1) (2) S.F. (2) master bed 1 6.00 4.00 CASCADE vinyl slider • 1/2" arg yes 0.28 24.00 6.720 master bed aGob.4..e:',41.-. I FLOOR PLAN NOTES: 1. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS & CONDITIONS PRIOR TO CONSTRUCTION. 2. ALL BEAMS & HEADERS < 6'-0" TO BE 4X10 DF#2 @ ALL WALLS 3. PROVIDE SOLID BLOCKING OVER SUPPORTS. 4. PROVIDE FIREBLOCKING @ ALL PLUMBING PENETRATIONS. 5. WINDOWS & DOORS ARE SHOWN & NOTED AS NOMINAL SIZES. 6. WINDOW HEADERS @ 6'-10" ABOVE MAIN FLOOR, U.N.O. 7. ALL WOOD IN CONTACT WITH CONC. TO BE PRESSURE TREATED. 8. ALL WARM EXTERIOR WALLS TO BE 2x6 STUDS @ 16" 0.C., U.N.O. 9. INSTALL SIMPSON CONC. TO WOOD HOLDOWNS 1-1/2" FROM CORNERS & WINDOW ROUGH OPENINGS, ALSO SEE MANUFACTURER'S SPECS. 10. ❑ INDICATES A POINT LOAD SUPPORTED BY (2) STUDS MIN., U.N.O. 11. SMOKE DETECTORS TO BE 110V, INTERCONNECTED, W/ BATTERY BACKUP & CENTRALLY LOCATED IN EACH HABITABLE ROOM & AN ADDITIONAL SMOKE DETECTOR SHALL BE INSTALLED IN EACH LOCATION WHERE THERE IS A CEILING HEIGHT CHANGE GREATER THAN 24". 12. CARBON MONOXIDE DETECTORS SHALL BE INSTALLED IN HALL NEAR ALL BEDROOMS AND ON EACH HABITABLE FLOOR. GLAZING. SCHEDULE AREA SUMMARY UPPER FLR UPPER FLOOR: LOWER FLR LOWER FLOOR: TOTAL STRUCTURE: GARAGE: PORCH AND ADD. & REMODEL: 257 S.F. 1270 S.F. ADD. & REMODEL: 199 S.F. 730 S.F. 2456 S.F. 540 S.F. DECK: 130 S.F. GLAZING SUMMARY WINDOWS: DOORS W/ SKYLIGHTS: TOTAL: ADDITION 92.02 S.F. >50% GLAZING: 0.00 S.F. 0.00 S.F. 92.02 S.F. GLAZING %: 20.18% % wdw sf / flr sf.(%) VENTILATION SCHEDULE SEE 2015 WASHINGTON STATE INDOOR AIR QUALITY CODE Symbol _ Manufacturer, Model Number, or Equal. 4.480 'Nutone' QT 130 1.0 Sones 102 cfm @ .25 WG. 130 cfm @ .10 WG. qU 1 W. 'Nutone' QT 80 1.5 Sones 63 cfm @ .25 WG. 80 cfm @ .10 WG. 0 2 Notes: * Use QT 130 (100 cfm min.) @ all kitchen fan. * Use QT 80 (50 cfm min.) @ all other locations. * All Fans to Vent to Outside 36" from Openings. * All Other Requirements of 2015 W.S.E.C./ VAIQ must be met. Mezgebu Residence ROOM I# OF WND. WND. MANUF. FRAME WDW. MODEL AIR GAS LO-EJ-VAL 0.28 AREA 4.480 nook WND; W. H. (2) TYPE TYPE NO.(2) GAP (2) (2) (1) (2) S.F. (2) UPPER FLOOR nook 1 4.00 4.00 CASCADE vinyl slider C9100 1/2" arg yes 0.28 16.00 4.480 nook 1 6.00 6.67 CASCADE vinyl s.g.d. 9700 1/2" arg yes 0.27 40.02 10.805 master bed 1 6.00 4.00 CASCADE vinyl slider C9100 1/2" arg yes 0.28 24.00 6.720 master bed 1 3.00 4.00 CASCADE vinyl case 9300 1/2" arg yes 0.27 12.00 3.240 LOWER FLOOR bedroom 6 1 6.00 4.00 CASCADE vinyl slider C9100 1/2" arg yes 0.28 24.00 6.720 bedroom 6 1 3.00 4.00 CASCADE vinyl case 9300 1/2" arg yes 0.27 12.00 3.240 GLAZING TOTAL: 92.02 AVG. U -VALUE (VERTICAL GLASS): SKYLIGHTS AND SKYWALLS 25.25 CITY 0.274 0 GLAZING % = pC\JIRIQN SKYLIGHT TOTAL: AVG. U -VALUE (OVERHEAD GLASS): • ® AREA TOTAL 1 = 92.02 S.F. = 'kDue to potential corrosion, upper 20 feet should be galvanized Miscellaneous: The contractor shall verify dimensions and conditions at job site. The contractor shall provide temporary bracing as required until,all permanent connections and stiffening's have been installed. Verify size and location of all openings in slabs and cancrete walls with mechanical and electrical work and with the engineer: DO NOT SCALE DRAWINGS.. PREFABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURER'S RECCOMENDATIONS. HEATED AREA +5C0 ' S.F. AVG. U -VALUE= UA TOTAL (TOT. 2) = r 25.25 UA = AREA TOTAL (TOT. 1) 92.02 A UA 92.021 25.25 TOTAL 1 TOTAL 2 0.20. = 20, Imo'/o PE 0 t 2016 CENTER Drawn (1) U -VALUES ARE OBTAINED FROM DCD APPROVED LIST. (OR NFRC CERTIFIED.) * ALL WINDOWS TO HAVE FR H AIR PORTS FOR VENTILATION CODE R QUIRE Sheet Of ' Sheets 24 X 38 CLEARPRNT® ELEVATION NOTES: 1. VERIFY SHEAR WALL NAILING & HOLDOWNS PER PLAN & SCHEDULE PRIOR TO INSTALLING SIDING. 2. CAULK ALL EXTERIOR JOINTS & PENETRATIONS. 3. PROVIDE WEATHER STRIPPING & FLASHING AT ALL DOORS & WINDOWS. 4. PROVIDE GALVANIZED OR ANODIZED SHEET METAL FLASHING & COUNTERFLASHING @ ALL ROOF PENETRATIONS, CHIMNEYS, & SKYLIGHTS. 5. PROVIDE CONTINUOUS GUTTERS & DOWNSPOUTS @ ALL EAVES, TYP. 1 aP 60:=4,E; 174, : it+ 0 24X38 cLEARPRINT. 0111 REED & ASSOCIATES, PS CiviI & StrucUxal Engineering 19626 76Th Ave. W #A, Lynnwood, WA 98038 Office (425) 778-2793 wergreed-assoc.com ftric14-, fp 0 11 T \, ti 114° ;X• GENERAL ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION, OR OTHER GOVERNING CODE, AS REQUIRED BY LOCAL JURISDICTION. DESIGN,LOADS SEE ENGINEERING PACKET FOR DESIGN LOADS. INSPECTIONS NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED BY LOCAL JURISDICTION. FOUNDATIONS EXTEND FOOTING TO UNDISTURBED SOIL OF2000 PSF BEARING CAPACITY. BOTTOM OF EXTERIOR FOOTING SHALL BE 1'-6" MINIMUM BELOW OUTSIDE FINISHEDGRADE. COMPACTED FILL SHOULD CONSIST OF PREDOMINATELY WELL -GRADED, GRANULAR SOIL, FREE OF -ORGANIC MATERIAL AND DEBRIS. FILL SHOULD BE PLACED IN MAXIMUTA 8" LOOSE LIFTS AND COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED BY ASTM D-1557 TEST PROCEDURES. CONCRETE fc = 2500 PSI MINIMUM 5-1/2 SACKS .OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6.0 GALLONS OF WATER PER 94 LB SACK OF CEMENT: MAXIMUM SLUMP IS 4". SEGREGATION OF MATERIALS TO BE PREVENTED. REINFORCING STEEL #5 BARS AND LARGER SHALL BE GRADE. 60 DEFORMED BARS, AND #3 AND #4 BARS SHALL BE GRADE 40, IN ACCORDANCE WITH ASTM A-615. LAP SPLICES 32 BAR DIAMETERS. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND SHALL BE 6X6 — W1.4 X W1.4. LAP ONE FULL MESH AT SPLICES. TIMBER FRAMING SHALL MEET THE FOLLOWING MINIMUM STANDARDS: BEAMS AND POSTS (4x AND GREATER): DF -L#2 JOISTS / STUDS (2x_): GLUE LAMINATED BEAMS (GLB) PSL BEAMS HF#2 / STUD 24F -V4 (24F -V8 AT CANTILEVERS) 2.0E 2x_ TIMBER SHALL BE KILN DRIED. GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER", LATEST EDITION. ROOF TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE T.P.I. AND THE IBC. ALL CONNECTIONS PER IBC TABLE 2304.10.1. PLATE WASHERS TO BE 3" X 3" BY Y." AND SHALL EXTEND TO WITHIN 1/2 INCH OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE(S) WITH SHEATHING. ANSPAF&PA SDPWS 2015 - 4.3.6.4.3 - ROOF DIAPHRAGM INSTALL MINIMUM 1/2" CDX PLYWOOD (32/16) OR 7/16" OSB SHEATHING. NAIL ALL SUPPORTED EDGES AND BOUNDARIES WITH 8d AT 6" O.C, AND INTERIOR SUPPORTS WITH 8d AT 12" O.C.; BLOCKING NOT REQUIRED. FLOOR DIAPHRAGM INSTALL MINIMUM 23/32" T&G STURD-I-FLOOR (24oc) SHEATHING. GLUE AND NAIL ALL SUPPORTED EDGES AND BOUNDARIES WITH 10d AT 6" O.C.; AND INTERIOR SUPPORTS WITH 10d AT 12" O.C., BLOCKING NOT REQUIRED. MISCELLANEOUS THE CONTRACTOR SHALL VERIFY DIMENSIDNS AND CONDITIONS AT.JOB SITE. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. DO NOT SCALE DRAWINGS. PRE -FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. WIND DESIGN CRITERIA : RISK CATEGORY: II ULTIMATE/NOMINAL DESIGN WIND SPEED: 110 MPH/ 85 MPH NOMINAL WIND EXPOSURE: B INTERNAL PRESSURE COEF. +/- .55 COMPONENTS & CLADDING: 16 PSF (min) METHOD: ASCE 7-10, MWFRS ENVELOPE PROCEDURE OCCUPANCY CATEGORY: II Kzt: • 1.0 SEISIMIC DESIGN CRITERIA: PROCEDURE USED:SIMPLIFIED (ASCE'7-10, 12.14.8) IMPORTANCE FACTOR, 1 . RISK CATEGORY, II R=6.5 OCCUPANCY CATEGORY: II Ss = 1.25 (CURRENT USGS) SITE CLASS, D Si = 0.40 (CURRENT USGS) SEISMIC DESIGN CAT., D Sos = 0.83 SEISMIC FORCE RES. SYS, A.15. Sof= 0.43 DESIGN BASE SHEAR = 6,662 lbs Cs = 0.13 ROOF SNOW LOAD CRITERIA: FLAT -ROOF SNOW LOAD= 25PSF . SNOW EXPOSURE FACTOR= 1.0 SNOW LOAD IMPORTANCE FACTOR= .80 THERMAL FACTOR= 1.0 1 e3.1ve' 141+ \ /. "re -p M ie -rt,A v.ki ILA , t,J A Y r�si N5!fF- No changes (;;Fi K E G m@:+'... to these plans without approval from the - Planning Division of DCD Approved py:i1 kE4- • 1 *z, ate- 14 or -1-01" #334 154(40 Permit No. ,..l,=di..�ik. Plan review Approval of the violation of approved By: Date SEPARATE PERMIT REQUIRED FOR: Cts Mechanical C2f Electrical ,,,/Plumbing tt Gas Piping City of Tukwila BUILDING DIVISION approval is subject to errors and omissions. construction documents does not authorize of any adopted code or ordinance. Receipt Field Cop and conditions is acknowledged: eVo 6 //6 City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope Of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. CA RECEIVED CITY OF TUKWILA AUG 22 2016 PERMIT CENTER Ito 02% REVISIONS BY ■ ■ 0 0 o co E 0 CC 711) re M n /1♦ mr, .® co wcsau■® Date Scale Drawn Job Sheet Of Sheets GENE AL NOTES CODES The following codes and classifications are applicable to this project and are to be enforced: 2015 International Building Code (Structural for Residential) 2015 International Residential Code (Ordinance) 2015 Washington State Energy Code and Ventilation Code (Or adopted City of Seattle versions of these same codes.) BUILDING Construction Type: VB Occupancy Group: Fire Zone: 3 LOADING: Seismic Zone: D2 Wind Speed: 85 MPH/3sec. 120 MPH Gust Exposure Category: B Kzt: Floor Live Load: 40psf Roof Live Load: 25psf. Stairs Live Load: 100psf Exterior and Interior Walls: Dead Load: Dead Load: Dead Load: Dead Load: 10psf 15psf 10psf 85pIf Contractor shall verify all notes, dimensions and conditions prior to construction. During demolition and construction the Contractor shall provide temporary bracing for support and stability until all positive connections have been installed. The Contractor shall report all discrepancies to the • Designer when they are noted. Written dimensions take precedence over scaled drawings. SITE WORK Unless a state approved Geotechnical Engineer has performed a soils investigation and report, the foundation will be designed based on the assumption that the average soil bearing is 2000psf. Exterior footings shall be a minimum 12" below finished grade for one-story structures or 18" below finished grade for multiple -story structures on undisturbed soil. Footing drains, if required, are to be tied to existing or new systems. Mono -pour slabs with footings shall be a minimum 12" below finished grade. Foundation vents shall not interfere with bearing points or be within 3" of lateral holdowns. Finish grade shall be a min. 6" below the top of foundation. CONCRETE Class and Use F'C Slump Min. Sacks/cy A. Footings and foundations 2500 3-4 5 1/2 B. Slabs on grade 2500 3-4 5'/2 Air entraining agent (3% to 6%) to be used in all concrete flat work exposed to the weather. Retarding agents may be used, but must be installed by professional concrete provider. Concrete mix design and water -to -cement ratio to be in accordance to the IBC. REINFORCING STEEL and COVER All steel reinforcing to be ASTM A615 Grade 40. All special reinforcing steel details to be approved by a professional engineer. All splices are to be lapped 30 diameters. No splices to occur at locations of tension. Cover: 3" 1 '/2" 1 '/" 2 3/4" Concrete cast against and permanently exposed to earth Concrete exposed to weather or temporarily to earth Beams and columns not exposed to earth or weather Slabs or walls not exposed to earth or weather CARPENTRY All structural framing and nailing are to conform to the requirements in the IBC or IRC. All wood in contact with concrete to be pressure treated. All structural wood exposed to the weather to be pressure treated. Wood bearing against or within 1" of masonry to be pressure treated. Solid 2x blocking shall be installed at ends and at all support points of all joists and rafters. Also, solid 2x blocking or approved bridging shall be installed at the mid -span of all joists spanning more than 10'- 0". Typical anchor bolts, tying sill plate to foundation, shall be minimum 5/8" diameter and embedded into the foundation minimum 8" at 4'-0"oc and 12" from all corners and plate separations. Bolt heads and nuts bearing against wood to have 3"x3"x1/4" square washers. All metal framing anchors, connectors and hangers called out on drawings to be Simpson Strong -Tie Connectors or designer approved equal. Minimum wood -to -earth clearances: 6" Any untreated wood to earth 12" Crawlspace floor beams to earth 18" Crawlspace floor joists to earth LUMBER STRENGTH (units in psi) Studs: Joists & Rafters: Beams & Headers: Glulam Beams: Micro -Lam: Loading: Roof Floor Ceiling Deck Hem -Fir #3 Stud grade Hem -Fir #2 (2x10)& (2x12) 4x Doug -Fir #2/#1 6x Doug -Fir #2/#1 Doug -Fir Larch 24F -V4 LVL 1.9 E 15psf Dead Load 10psf Dead Load 5psf Dead Load 10psf Dead Load Interior Partition Exterior Partition Fv 75 75 75 95 85 190 290 Fb 500 675 850 875/1000 875/1350 2400 2900 + 25psf Live Load + 40psf Live Load + 10psf Live Load + 40psf Live Load E 1200K 1200K 1300K 1600K/1700K 1300K/1600K 1800K 1900K 40psf 50psf 15psf 50psf 80plf 90pIf PLYWOOD Plywood wall and roof sheathing shall be'/2" CDX or 7/16" OSB, unless otherwise specified. Minimum nailing shall be 8d @ 6"oc on all panel edges and 12"oc in the field. The span index shall be 24/0. Plywood subflooring shall be 3/" CDX or 11/16" OSB tongue -and -grove, unless otherwise specified. Minimum nailing shall be 10d @ 6"oc on panel edges bearing on supports and 12"oc in the field. The span index shall be 40/20. Roof and floor sheathing should be staggered a minimum 24". WOOD TRUSSES All roof and floor trusses shall be designed by a State approved engineer and fabricated only from the approved designs. The trusses are to be stamped by the manufacturer or by an approved quality control agency. All truss designs are to be submitted to the Building Official for approval prior to fabrication and a copy of the approved designs to go to the Designer. Nonbearing walls shall not be tied directly to the roof truss bottom chord unless with an approved connector. All truss -to -truss metal connections are to be specified by the designing engineer. The roof trusses shall be tied into the framework and the supporting walls so as to form an integral part of the whole structure. Temporary diagonal and sway bracing shall be used until all required bracing and roof sheathing is installed. FIREPLACES Masonry fireplaces and chimneys are to be constructed to conform to all applicable portions of the IBC, IFC and International Mechanical Code. Chimneys shall support their own weight unless specifically designed to support additional loads. All fireplaces are to be provided with tightly fitting flue dampers and operated with a readily accessible manual or approved automatic control. An outside source of combustion air is to be provided with a minimum 10 square inch duct. Prefabricated fireplaces, chimneys and related components to bear UL or ICBG seals of approval and installed per manufacturer's specifications. Masonry hearths are to extend 20" in front of and 12" beyond each side of the fireplace mouth. All fireplaces are to be provided with tight fitting tempered glass or metal doors. INSULATION & MOISTURE PROTECTION Unless noted otherwise, insulation to be per the Washington State Energy Code. Insulation baffles are to be installed to keep a 1" air space for attic ventilation. The baffles are to extend 12" above the insulation. Insulate around all showers and tubs. Fully insulate all cavities in exterior walls. Face - staple all kraft -backed batts. All kraft seams to be sealed with duct type tape. Friction fit all non kraft - backed batts and support with wire stays. Piping for hot water heat systems or continuously circulating hot water systems are required to be insulated with R-3. INFILTRATION CONTROL 1. All exterior joints and openings shall be sealed, caulked, gasketed or weather-stripped to limit air leakage. Examples of joints or openings include: windows, doors, openings between walls and foundations, between walls and roof and between wall panels, openings at penetrations of utility services and access panels into unheated spaces. 2. All exterior doors, other than fire -rated doors, shall be designed to limit air leakage around their perimeter when in a closed position. Doors between the residence and the garage are not considered `fire -rated' even though they must carry a 20minute rating. 3. All exterior windows shall be designed to admit infiltration into or from the building envelope. Site -built and shop- built wooden sashes are exempt from infiltration criteria, but must be made tight fitting and weather-stripped and caulked. 4. Recessed light fixtures in ceilings of unheated attic spaces to limit air leakage. VAPOR BARRIERS / GROUND COVERS An approved vapor barrier shall be installed on all exterior walls, on the warm side of all roof decks and on the warm side of all rafters that are both ceiling and roof support members. The net free area for attic ventilation may be 1/150 or 1/300 of the total attic area provided a vapor barrier, having a perm rating not exceeding 1, is installed on the warm side of the insulation. A ground cover of 6 mil (0.006") black polyethylene (visquene), or equal, shall be laid over the bare earth in all crawl spaces. The cover shall be lapped 12" minimum at all seams and extend up the foundation wall to the mudsill plate. DOORS, WINDOWS & SKYLIGHTS Doors to the exterior or from the house to the garage must have a minimum 36"x36" landing within 2" of the door threshold. Maximum 7.75" risers and minimum 10" treads, w/ 1" nosing, are required to all steps leading to the landings. All skylights and sky walls to be laminated glass unless noted otherwise. French doors and sliding glass doors are to be double glazed tempered safety glass. All glazing within 18" of the floor or within 24" of a door swing is to be tempered safety glass. Other locations for tempered glass are tub and shower enclosures, glazing associated with guardrails and ;any window areas within 60" of the stair nosing or landings. All window openings within 24" of the floor and greater than 6'-0" above exterior finished grade must be protected against window fall. Bedroom emergency egress window: minimum net clear opening width of 20"; minimum net clear opening height of 24"; minimum net clear opening of 5.7sqft; maximum finished opening height of 44" above finished floor. MECHANICAL Solid fuel burning appliances include airtight stoves, fireplace stoves and smaller room heater versions, factory built fireplaces, and fireplace inserts. All solid fuel burning appliances shall comply with the provisions of the IBC, IRC and IMC. Each dwelling unit shall be provided with heating facilities capable of maintaining a temperature of 70 degrees F. at a height of 36" above the floor in all habitable rooms when the outside temperature is 30 degrees F. A centrally located, programmable, heat -regulating device is required in each residence. Fuel burning equipment located within the building envelope shall obtain combustion air from outdoors. All warm -air furnaces shall be listed and labeled by an approved agency and installed to manufacturer's specifications. Appliances intended for installation in closets, alcoves or confined spaces shall be so listed. No warm -air fuel burning furnaces shall be installed in a room used as a bedroom, bathroom, closet or any enclosed space with access only through such room or space. No warm -air furnace shall be installed in a space less than 12" wider than the furnace or a clearance of 3" along the sides, back and top. All enclosed furnaces shall have a minimum 10sq inch fresh air intake, unless located in the garage, attic or crawlspace. Building envelope air leakage control shall be considered acceptable when tested to have an air leakage less than 5air changes per hour When tested with a blower door at a pressure of 50 Pascals (0.2 inch w.g.). Testing shall occur at any time after rough in and after creation of penetrations of the building thermal envelope, including penetrations for utilities, plumbing, electrical, ventilation, and combustion appliances and sealing thereof. When required by the building official, the test shall be conducted in the presence of department staff. The blower door test results shall be recorded on the certificate. A Residential Energy Compliance Certificate complying with WSEC 401.3 is required to be completed by the design professional or the builder and permanently posted within 36" of the electrical panel prior to final inspection. Liquefied petroleum gas burning appliances shall not be installed in a pit, basement or similar location where heavier than air gas might collect. Appliances so fueled shall not be installed in an above grade under floor space or basement unless such location is provided with an approved means for removal of unburned gas. Heating and cooling equipment located in a garage and which generates a glow, spark or flame capable of igniting flammable vapors shall be installed with the pilots, burners or heating elements and switches at least 18" above the finished floor. All air ducts passing from the garage to the residence are to be constructed of steel not less than 0.019" thick and have no openings into the garage. Warm -air furnaces installed in attics and/or crawlspaces shall have oversized accesses for maintenance. All factory -built chimneys shall be installed per manufacturer's specifications. All flues or chimneys for solid fuel fireplaces shall terminate minimum 24" higher than any roof or building structure within 10'-0". Vent connectors shall be installed within the space or area in which the appliance is located and shall be connected to a chimney or vent in such ways as to maintain proper distance from all combustibles. Heating and HVAC equipment for low-rise residential shall be sized no greater than 150% of the design load. DUCTWORK All ducts shall be of metal or factory -made air ducts complying with and installed per the UMC. All joint and seams shall be substantially airtight. All warm -air ducts in unheated areas are to have R-8 insulation. All ducts, air handlers, filter boxes, and building cavities used as ducts shall be sealed. Joints and seams shall comply with the IRC or the IMC. Duct tightness testing shall be conducted to verify that the ducts are sealed. A signed affidavit documenting the test results shall be provided to the jurisdiction having authority by the testing agent. PLUMBING All water heaters installed in garages or other unheated areas to have R-10 rigid insulation at the base. Water heaters to be installed 18" above concrete slabs, have pressure release valves that terminate to the exterior of the structure and have seismic straps installed top and bottom of the tank. All showers, tubs and Kitchen sinks shall have 1.75gpm flow resisters. All toilets and water closets to have maximum 1.5gallon flush. All other lavatories to have 1.0gpm flow resisters. LIGHTING A minimum of 75% of lamps in permanently installed lighting fixtures shall be high -efficacy lamps. TABLE 406.2 ENERGY CREDITS OPTION DESCRIPTION CREDIT(S) 1a EFFICIENT BUILDING ENVELOPE la: Prescriptive compliance is based on Table R402.1.1 with the following modifications: Vertical fenestration U = 0.28 Floor R-38 Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total UA by 5%. 0.5 lb EFFICIENT BUILDING ENVELOPE lb: Prescriptive compliance is based on Table R402.1.1 with the following modifications: Vertical fenestration U = 0.25 Wall R-21 plus R-4 Floor R-38 Basement wall R-21 int plus R-5 ci Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total UA by 15%. 1.0 lc EFFICIENT BUILDING ENVELOPE lc: Prescriptive compliance is based on Table R402.1.1 with the following modifications: Vertical fenestration U = 0.22 Ceiling and single -rafter or joist -vaulted R-49 advanced Wood frame wall R-21 int plus R-12 ci Floor R-38 Basement wall R-21 int plus R-12 ci Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total UA by 30%. 2.0 Ida EFFICIENT BUILDING ENVELOPE ld: Prescriptive compliance is based on Table R402.1.1 with the following modifications: Vertical fenestration U = 0.24 0.5 OPTION DESCRIPTION CREDIT(S) 2a AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2a:J. Compliance based on R402.4.1.2: Reduce the tested air leakage to 3.0 air changes per hour maximum and All whole house ventilation requirements as determined by Section M1507.3 of the International Residential Code shall be met with a high efficiency fan (maximum 0.35 watts/cfm), not interlocked with the furnace fan. Ventilation systems using a furnace including an ECM motor are allowed, provided that they are controlled to operate at low speed in ventilation only mode. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the maximum tested building air leakage and shall show the qualifying ventilation system. 0.5 2b AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2b: Compliance based on Section R402.4.1.2: Reduce the tested air leakage to 2.0 air changes per hour maximum and All whole house ventilation requirements as determined by Section M1507.3 of the International Residential Code shall be met with a heat recovery ventilation system with minimum sensible heat recovery efficiency of 0.70. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the maximum tested building air leakage and shall show the heat recovery ventilation system. 1.0 2c AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2c: Compliance based on Section R402.4.1.2: Reduce the tested air leakage to 1.5 air changes per hour maximum and All whole house ventilation requirements as determined by Section M1507.3 of the International Residential Code shall be met with a heat recovery ventilation system with minimum sensible heat recovery efficiency of 0.85. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the maximum tested building air leakage and shall show the heat recovery ventilation system. 1.5 3bb 3cb 3db nivnarrtitnrv�rnvr��r�utrinrNt sa: Gas, propane or oil -fired furnace with minimum AFUE of 94%, or Gas, propane or oiled -fired boiler with minimum AFUE of 92% To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 1.0 HIGH EFFICIENCY HVAC EQUIPMENT 3b: Air -source heat pump with minimum HSPF of 9.0 To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 1.0 HIGH EFFICIENCY HVAC EQUIPMENT 3c: Closed-loop ground source heat pump; with a minimum COP of 3.3 or Open loop water source heat pump with a maximum pumping hydraulic head of 150 feet and minimum COP of 3.6 To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 1.5 HIGH EFFICIENCY HVAC EQUIPMENT 3d: Ductless Split System Heat Pumps, Zonal Control: In homes where the primary space heating system is zonal electric heating, a ductless heat pump system shall be installed and provide heating to the largest zone of the housing unit. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 1.0 4 HIGH EFFICIENCY HVAC DISTRIBUTION SYSTEM: All heating and cooling system components installed inside the conditioned space. This includes all equipment and distribution system components such as forced air ducts, hydronic piping, hydronic floor heating loop, convectors and radiators. All combustion equipment shall be direct vent or sealed combustion. For forced air ducts: A maximum of 10 linear feet of return ducts and 5 linear feet of supply ducts may be located outside the conditioned space. All metallic ducts located outside the conditioned space must have both transverse and longitudinal joints sealed with mastic. If flex ducts are used, they cannot contain splices. Flex duct connections must be made with nylon straps and installed using a plastic strapping tensioning tool. Ducts located outside the conditioned space must be insulated to a minimum of R-8. Locating system components in conditioned crawl spaces is not permitted under this option. Electric resistance heat and ductless heat pumps are not permitted under this option. Direct combustion heating equipment with AFUE less than 80% is not permitted under this option. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the heating equipment type and shall show the location of the heating and cooling equipment and all the ductwork. 1.0 5a EFFICIENT WATER HEATING 5a: All showerhead and kitchen sink faucets installed in the house shall be rated at 1.75 GPM or less. All other lavatory faucets shall be rated at 1.0 GPM or less.` To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the maximum flow rates for all showerheads, kitchen sink faucets, and other lavatory faucets. 0.5 5b EFFICIENT WATER HEATING 5b: Water heating system shall include one of the following: Gas, propane or oil water heater with a minimum EF of 0.74 or Water heater heated by ground source heat pump meeting the requirements of Option 3c. or For R-2 occupancy, a central heat pump water heater with an EF greater than 2.0 that would supply DHW to all the units through a central water loop insulated with R-8 minimum pipe insulation. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the water heater equipment type and the minimum equipment efficiency. 1.0 5c EFFICIENT WATER HEATING 5c: Water heating system shall include one of the following: Gas, propane or oil water heater with a minimum EF of 0.91 or Solar water heating supplementing a minimum standard water heater. Solar water heating will provide a rated minimum savings of 85 therms or 2000 kWh based on the Solar Rating and Certification Corporation (SRCC) Annual Performance of OG -300 Certified Solar Water Heating Systems. or Electric heat pump water heater with a minimum EF of 2.0 and meeting the standards of NEEA's Northern Climate Specifications for Heat Pump Water Heaters. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the water heater equipment type and the minimum equipment efficiency and, for solar water heating systems, the calculation of the minimum energy savings. 1.5 24 238 •. CLEARPRINTT OPTION DESCRIPTION CREDIT(S) 5d EFFICIENT WATER HEATING 5d: A drain water heat recovery unit(s) shall be installed, which captures waste water heat from all the showers, and has a minimum efficiency of 40% if installed for equal flow or a minimum efficiency of 52% if installed for unequal flow. Such units shall be rated in accordance with CSA B55.1 and be so labeled. To qualify to claim this credit, the building permit drawings shall include a plumbing diagram that specifies the drain water heat recovery units and the plumbing layout needed to install it and labels or other documentation shall be provided that demonstrates that the unit complies with the standard. 0.5 6 RENEWABLE ELECTRIC ENERGY: For each 1200 kWh of electrical generation per housing unit provided annually by on-site wind or solar equipment a 0.5 credit shall be allowed, up to 3 credits. Generation shall be calculated as follows: For solar electric systems, the design shall be demonstrated to meet this requirement using the National Renewable Energy Laboratory calculator PVWATTs. Documentation noting solar access shall be included on the plans. For wind generation projects designs shall document annual power generation based on the following factors: The wind turbine power curve; average annual wind speed at the site: frequency distribution of the wind speed at the site and height of the tower. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall show the photovoltaic or wind turbine equipment type, provide documentation of solar and wind access, and include a calculation of the minimum annual energy power production. 0.5 a. b. Projects using this option may not use Option la, lb or lc. Projects may only include credit from one space heating option, 3a, 3b, 3•c or 3d. When a housing unit has two pieces of equipment (i.e., two furnaces) both must meet the standard to receive the credit. c. Plumbing Fixtures Flow Ratings. Low flow plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the following requirements: 1. Residential bathroom lavatory sink faucets: Maximum flow rate - 3.8 L/min (1.0 gal/min) when tested in accordance with ASME A112.18.1/CSA B125.1. 2. Residential kitchen faucets: Maximum flow rate - 6.6 L/min (1.75 gal/min) when tested in accordance with ASME A112.18.1/CSA B125.1. 3. Residential showerheads: Maximum flow rate - 6.6 L/min (1.75 gal/min) when tested in accordance with ASME A112.18.I/CSA B125.1. TABLE R402.1.1 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTa CLIMATE. ZONE ELECTRIC RESISTANCE 5 AND MARINE 4 FENESTRATION U -FACTOR' 0.30 SKYLIGHTb U -FACTOR PROPOSED INSULATION 0.50 GLAZED FENESTRATION SHGCb' e NR CEILING R-VALUEk PROPOSED GLAZING PERCENTAGE 49 WOOD FRAME WALLg' m'" R -VALUE 21 int Mass Wall R -Value' • 21/21 FLOOR R -VALUE 30 BELOW-GRADEc'm WALL R -VALUE MAX. OVERHAED U -VALUE ALLOWED 10/15/21 int + TB SLArid R -VALUE & DEPTH 10, 2 ft For SI: 1 foot = 304.8 mm, ci = continuous insulation, int = intermediate framing. a R -values are minimums. U -factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation, the compressed R -value of the insulation from Appendix Table A101.4 shall not be less than the R -value specified in the table. b The fenestration U -factor column excludes skylights. The SHGC column applies to all glazed fenestration. e " 10/15/21 +TB" means R-10 continuous insulation on the exterior of the wall, or R-15 continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21 +TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "TB" means thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. f Reserved. s Reserved. h Reserved. ' The second R -value applies when more than half the insulation is on the interior of the mass wall. Reserved. k For single rafter- or joist -vaulted ceilings, the insulation may be reduced to R-38. I Reserved. m Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. " Log and solid timber walls with a minimum average thickness of 3.5 inches are exempt from this insulation requirement. .S.E.C. CHECKLIST ELECTRIC RESISTANCE OTHER FUELS PROPOSED INSULATION MAX. GLAZING PERCENTAGE ALLOWED FLAT CEILINGS / ATTICS PROPOSED GLAZING PERCENTAGE VAULTED CEILINGS . MAX. VERTICAL U -VALUE ALLOWED EXTERIOR WALLS PROPOSED VERTICAL U -VALUE EXTERIOR BELOW GRADE WALLS MAX. OVERHAED U -VALUE ALLOWED INTERIOR HOUSE / GARAGE WALLS PROPOSED OVERHEAD U -VALUE FLOORS OVER UNHEATED SPACES MAX. DOOR U -VALUE ALLOWED SLAB PERIMETER PROPOSED DOOR U -VALUE DUCTS IN UNHEATED SPACES bi CITY OF TUKWIL A AUG 2 2 2016 PERMIT CENTER REVISIONS BY as mo ■ w m a 12925 47th Dr SE z O E c7) O w ■- Date Scale Drawn Job Sheet Of Sheets 1 7 0 s'-117°‘ n�� 4 001 oo' CLIZ idiCt 2 7{-1 / tl /- 617 O Oast- ),wf5_ MkAar MD, Pipe Pile Structural Notes Code: All construction shall conform to the 2015 International Building Code Design Loads: Roof: 15 PSF Dead Load 25 PSF Live Load. Floor: 10 PSF Dead Load 40 PSF Dead Load Soils: GEO Group Northwest, Inc. (Project # G-4152) 2" DIAMETER PILE CAPACITY 6 KIPS ACTIVE EQ FLUID PRESSURE N/A AT REST EQ FLUID PRESSURE N/A PASSIVE PRESSURE N/A BEARING ON NATIVE SOILS N/A Inspections: Special Inspections are required for welding, pipe driving, testing, structural fill and compaction. Notify "Building Department" for building department inspections required by local ordinance. Geotechnical engineer to monitor pile driving and load testing. Foundations: Extended footings to undisturbed soil of assumed 2000PSF bearing capacity or to pile top. Bottom of exterior footings shall be 1'-6" min. below outside finish grade. Concrete: f'c=2500 PSI minimum, 5-1/2 sacks of cement per cubic yard of concrete and a maximum of 6.0 gallons of water per 94Ib sack of cement. Maximum slump is 4". Segregation of material to be prevented. Reinforcing Steel: #5 bars and larger shall be grade 60 deformed bars, #3 and #4 bars shall be grade 40, in accordance with ASTM A-615. Welded wire fabric shall conform to ASTM A-185 and shall be 6x6- W1.4 X W1.4. Lap one full mesh at splices. Pipe Pile: 3"diameter STD pipe, ASTM A-53, type E or S, grade B (Galvanized). All welding by WABO Certified welders in accordance with the "Welding Handbook" by AWS. All welds 1/4" min. continuous fillet welds using AWS A5, E70XX electrodes. Provide 1/4" cap on pile bottom and %z"X6"X6 cap on top of piles. Provide square and threaded ends. Use threaded couplers to extend pipe plies. Lengths to be determined in the field by the GEOTECHNICAL ENGINEER. Load test piles per City of Seattle Director's Rule 10-2009 and ASTM D1143-81. Allowable deviation from intended pile location 2" or less. Pipe Pile Driving Criteria/Capacities: (with pneumatic or hydraulic hammer) Nominal Pipe Diameter Minimum Wall Thickness Minimum Hammer Size Allowable/Axial Compressive Capacity Driving Time (seconds/inch) 2 -inch Schedule 80* 90 lb Jack- Hammer 6 kips 60 2 -inch Schedule 80* 140 lb Rhino- Hammer 6 kips 60 1 W. 'Nutone' QT 80 1.5 Sones 63 cfm @ .25 WG. 80cfm @.10WG. 2 Notes: *Due to potential corrosion, upper 20 feet should be galvanized Miscellaneous: The contractor shall verify dimensions and conditions at job site. The contractor shall provide temporary bracing as required until,all permanent connections and stiffening's have been installed. Verify size and location of alt openings in slabs and concrete walls with mechanical and electrical work and with the engineer. DO NOT SCALE DRAWINGS.. PREFABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURER'S RECCOMENDATIONS. 24x38 . CLEARPRINTh REED & ASSOCIATES, PS CM L 96uctu.l Eironto .410 1062$742$)»6,Aw. W.MA, Lynnwood, WA90024 oe.(3703 SHEARWALL & HOLDOWN NOTES (U.N.O.) : (1) Simpson or =. Locate at end of( SW) u.n.o. Install per manufacturer recommendations for foundation minimum end distance and embedment, deepen foundation as required. (2) Construct cripple wall same as shearwall (SW) above, and gable -end same as shearwall (SW) below. (3) Requires 3x or (2) 2x foundation sill plate (4) Threaded rod and coupler as required.. (5) Common nails, UNO: 8d=0.131"x2'/2', 10d=0.148"x3", 12d=0.148"x3'/a", 16d=0.162"x3%z", 16d sinker=0.148"x3'/". (6) Install H1's on all trusses/rafters, A35's at 24"o/c on gables & rim joist (or solid blkg) to top plate (sill plate at fdn) u.n.o.; When specified spacing is less than 24"o/c, install A35's at roof solid blk'ing to SW top plate, and install H1 or H2.5 on all trusses/rafters. LTP4, LTP5 or LS50 can be substituted for A35. Conn. per Simpson Strong -Tie or equal. (7) Minimum 3x or dbl-2x stud Iam'd w/ (2)-16d @ 6" o/c at abutting panel edges. (8) Anchor bolts shall be embedded at least 7,1 into concrete; there shall be a minimum of two bolts per piece with one bolt located not more than 12" or less than seven bolt diameters from each end of the piece. 2x min PT, u.n.o. (9) All sheathing must be Structural I sheathing U.N.Q. tt tai 4 if -t_ <<5r7 O 1 t 4 r1-,1Zat44u RA 0 O CM 1 Ltc.-(nt c:3IA.., HOLDOWN SCHEDULE . Date: Job #: 16-194 MARK HOLDOWN / STRAP *(1) SHEATHING EDGE NAILS *(5) ALL EDGES BLOCKEDFLOOR (do not penetrate past flush) • FASTENERS TO (2) -STUDS MIN U.N.O. FOUNDATION ANCHOR *(1)(4) COMMENTS SW -1 7/16" OSB 8d @ 6" o/c (12" o/c field) 16d @ 12 " o/c - 5/8"0x10" AB's @ 60 " o/c 1111 'Nutone' QT 130 1.0 Sones 102 cfm @ .25 WG. 130cfm @.10WG. 1 W. 'Nutone' QT 80 1.5 Sones 63 cfm @ .25 WG. 80cfm @.10WG. 2 Notes: P -."T -- ` (2) (1) (2) S.F. (2) master bed - 6.00 4.00 CASCADE vinyl slider C9100 1/2" arg yes 0.28 24.00 6.720 master bed 1 3.00 4.00 CASCADE vinyl case 9300_1/2" arg yes 0.27 12.00 3.240 SHEARWALL SCHEDULE Date: 1/0/1900 Job #: 16-194 MARK *(2) SHEATHING APPLY TO 2x HF STUDS @ 16"o/c U.N.O. BELOW *(9) SHEATHING EDGE NAILS *(5) ALL EDGES BLOCKEDFLOOR (do not penetrate past flush) BASE PLATE NAILS *(5) _ ROOF TO TOP PLATE, TO TOP PLA i E & SILL PLATE *(6) SILL PLATE ANCHORS w/ 3" x 3" x 1/4" WASHERS *(8) SW -1 7/16" OSB 8d @ 6" o/c (12" o/c field) 16d @ 12 " o/c • 16d slant @ 12" o/c or A35 @ 36 " o/c• 5/8"0x10" AB's @ 60 " o/c 1111 'Nutone' QT 130 1.0 Sones 102 cfm @ .25 WG. 130cfm @.10WG. 1 W. 'Nutone' QT 80 1.5 Sones 63 cfm @ .25 WG. 80cfm @.10WG. 2 Notes: * Use QT 130 (100 cfm min.) @ all kitchen fan. * Use QT 80 (50 cfm min.) @ all other locations. * All Fans to Vent to Outside 36" from Openings. * All Other Requirements of 2015 W.S.E.C./ VAIQ must be met. NO.(2) GAP (2) (2) (1) (2) S.F. (2) master bed 1 6.00 4.00 CASCADE vinyl slider C9100 1/2" arg yes 0.28 24.00 6.720 master bed 6P4 -10A- ' HO A- GA�l.- e tfil I� v FLOOR PLAN NOTES: 1. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS & CONDITIONS PRIOR TO CONSTRUCTION. 2. ALL BEAMS & HEADERS < 6'-0" TO BE 4X10 DF#2 @ ALL WALLS 3. PROVIDE SOLID BLOCKING OVER SUPPORTS. 4. PROVIDE FIREBLOCKING @ ALL PLUMBING PENETRATIONS. 5. WINDOWS & DOORS ARE SHOWN & NOTED AS NOMINAL SIZES. 6. WINDOW HEADERS @ 6'-10" ABOVE MAIN FLOOR, U.N.O. 7. ALL WOOD IN CONTACT WITH CONC. TO BE PRESSURE TREATED. 8. ALL WARM EXTERIOR WALLS TO BE 2x6 STUDS @ 16" 0.C., U.N.O. 9. INSTALL SIMPSON CONC. TO WOOD HOLDOWNS 1-1/2" FROM CORNERS & WINDOW ROUGH OPENINGS, ALSO SEE MANUFACTURER'S SPECS. 10. ❑ INDICATES A POINT LOAD SUPPORTED BY (2) STUDS MIN., U.N.O. 11. SMOKE DETECTORS TO BE 110V, INTERCONNECTED, W/ BATTERY BACKUP & CENTRALLY LOCATED IN EACH HABITABLE ROOM & AN ADDITIONAL SMOKE DETECTOR SHALL BE INSTALLED IN EACH LOCATION WHERE THERE IS A CEILING HEIGHT CHANGE GREATER THAN 24". 12. CARBON MONOXIDE DETECTORS SHALL BE INSTALLED IN HALL NEAR ALL BEDROOMS AND ON EACH HABITABLE FLOOR. GLAZING SCHEDULE AREA SUMMARY UPPER FLR UPPER FLOOR: LOWER FLR LOWER FLOOR: TOTAL STRUCTURE: GARAGE: PORCH AND ADD. & REMODEL: 235 S.F. 1270 S.F. ADD. & REMODEL: 155 S.F. 730 S.F. 2390 S.F. 540 S.F. DECK: 130 S.F. GLAZING SUMMARY WINDOWS: DOORS W/ SKYLIGHTS: TOTAL: ADDITION 92.02 S.F. >50% GLAZING: 0.00 S.F. 0.00 S.F. 92.02 S.F. GLAZING %: 23.59% % wdw sf / flr sf.(%) AIR VENTILATION SCHEDULE SEE 2015 WASHINGTON STATE INDOOR AIR QUALITY CODE Symbol Manufacturer, Model Number, or Equal. 1111 'Nutone' QT 130 1.0 Sones 102 cfm @ .25 WG. 130cfm @.10WG. 1 W. 'Nutone' QT 80 1.5 Sones 63 cfm @ .25 WG. 80cfm @.10WG. 2 Notes: * Use QT 130 (100 cfm min.) @ all kitchen fan. * Use QT 80 (50 cfm min.) @ all other locations. * All Fans to Vent to Outside 36" from Openings. * All Other Requirements of 2015 W.S.E.C./ VAIQ must be met. Mezgebu Residence ROOM I# OF WND. WND. MANUF. FRAME WDW. MODEL AIR GAS LO-EJ-VAL 0.28 AREA 4.480 nook WND. W. _ H. (2) _ TYPE - TYPE NO.(2) GAP (2) (2) (1) (2) S.F. (2) UPPER FLOOR nook 1 4.00 4.00 CASCADE vinyl slider C9100 1/2" arg yes 0.28 16.00 4.480 nook 1 6.00 6.67 CASCADE vinyl s.g.d. 9700 1/2" arg yes 0.27 40.02 10.805 master bed 1 6.00 4.00 CASCADE vinyl slider C9100 1/2" arg yes 0.28 24.00 6.720 master bed 1 3.00 4.00 CASCADE vinyl case 9300_1/2" arg yes 0.27 12.00 3.240 LOWER FLOOR bedroom 6 1 6.00 4.00 CASCADE vinyl slider C9100 1/2" arg yes 0.28 24.00 6.720 bedroom 6 1 3.00 4.00 CASCADE vinyl case 9300 1/2" arg yes 0.27 12.00 3.240 GLAZING TOTAL: 92.02 AVG. U -VALUE (VERTICAL GLASS): SKYLIGHTS AND SKYWALLS 25.25 0.274 RECEIVED TILA CIT AUG 22 2016 PERMIT CENTER SKYLIGHT TOTAL: AVG. U -VALUE (OVERHEAD GLASS): AREA GLAZING % = TOTAL 1 = HEATED AREA AVG. U -VALUE= UA TOTAL (TOT. 2) = AREA TOTAL (TOT. 1) (1) U -VALUES ARE OBTAINED FROM DCD APPROVED LI * ALL WINDOWS TO HAVE FRESH AIR PORTS FOR VEN UA 92.021 25.25 TOTAL 1 TOTAL 2 92.02 S.F. = 0.24 = 23.59% 390.00 S.F. 25.25 UA = 92.02 A 0.274 U -VALUE R NFA CERTIFIED. EQUIR REVISIONS BY ■ 12925 47th Dr SE co a) 0 E 12 sciO CO e CD Iv co 13< Date Scale Drawn Job Sheet Of Sheets ROOF FRAMING NOTES: 1. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS & CONDITIONS PRIOR TO CONSTRUCTION. 2. ALL BEAMS & HEADERS TO BE 4x10 DF#2 @ ALL WALLS 3. PROVIDE VENT BLOCKING OVER SUPPORTS. 4. ALL RAFTERS AND TRUSSES TO BE CONNECTED TO BEARING WALLS AND MEMBERS WITH SIMPSON A-35 OR H-1 TIES. 5. ALL RAFTERS FOR VAULTED CEILING TO BE 2x12 @ 24"o.c.,UNO. 6. ALL TRUSSES: - SHALL CARRY MANUFACTURER'S STAMP - SHALL BE INSTALLED & BRACED TO MANUFACTURER'S SPECIFICATIONS - SHALL HAVE DESIGN DETAILS & DRAWINGS ON SITE FOR FRAMING INSPECTION - SHALL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OF ENGINEERING CALCULATIONS 2) LZ6 4, , 2II.lL7.. /ATc t7'* 50- I/Z 6f2X. c:61 I I ISI e_( -\ . 06%-8 z g-14- I Czt.l ilk c- p t-% j A=Tiaz- I/z.t !p1416 exIoafftri- Vz II C 3( - 06,5 f5f-t•i-- 1E04647 0049, 2" CLR �- EQ 2'-0" EQ. 3" CLR 2'-0" MAX r REINF PER TYP GRADE BEAM DETAIL (4)-#5 TO MATCH GRADE BEAM REINF 1'-o„ GRADE BEAM STEP Scale:. 3/4" = 1'-0" 16x8 LEVELING FTG w/ (2) IM CONT 2R' 0 PIPE PILE w/ TP44 PIPE PILE. TOP PLATE (%"x4"x4") ROOF VENTILATION O 18 Stick Framed Roof Assembly: Upper Floor 024" 24 Roof Area : 235 sf Ventilation Required: 235 sf. / 300 = Provide 1/2 Ventilation at Eaves, 1/2 above Midpoint/ 12" below Ridge 112.8 si. Req'd Birdblocking = Eave Ventilation Req'd = Provide : Ventilation Provided = 4.7 si./ If - 25% reduction = 112.8 si. / 2 / si. per If. = 16 If. birdblocking. Ventilation = 56.4 si. is Greater than 3.53 si / If. 16.00 If. 56.4 si. 56.4 si. Req'd Upper Roof / Ridge Ventilation: Continious Ridge Vent = Upper Ventilation Req'd = Provide: Ventilation Provided = 12.00 si. per If. - 25% reduction = 112.8 si./ 2 / si. per linear foot = 7.0 If 2"(min) Cont. Ridge Ventilation = 63.00 si. is Greater than 9.00 si each. 6.27 If. 63.00 si. 56.4 si. Req'd Use : Use : 7 If 2"(min) Cont. Ridge Ventilation = 16 If. birdblocking. Ventilation = . 63.00 si. 56.4 si. Total Ventilation Provided = 119.40 si. IS GREATER THAN : 112.8 si. Req'd FRAMING PER PLAN (BY OTHERS) ANCHOR BOLTS (BY OTHERS) - (2) ##518 T&B. 6" MIN 18" MIN 0 "x24". CONCRETE GRADE BEAM WI (2) .- #5's CONT. TOP & BOTTOM- .SPLICE BOTTOM BARS. @ ANY PIER SPLIO.E TOP BARS @.. MIDSPAN. BETWEEN ANY PEERS LAP ALL. SPLICES 30"` MIN a n 0 TYPICAL GRADE BEAM 1 8x18 FTG w/ (2) #4 CONT 2» (3 PIPE PILE w/ TP44 PIPE PILE TOP PLATE (%"x4"x4") Scale:: .3/4" 1'-0" 9 1t (.1 L- 3 t! *i. -Io 11.1E-, it f 2 e- t 2 -'* L,L1.I FOUNDATION NOTES: 1 CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS & CONDITIONS PRIOR TO CONSTRUCTION. 2. ALL FOOTINGS TO REST ON UNDISTURBED SOIL. 3. ALL WOOD IN CONTACT WITH CONC. TO BE PRESSURE TREATED. 4. INSTALL SIMPSON CONC. TO WOOD HOLDOWNS 1-1/2" FROM CORNERS & WINDOW ROUGH OPENINGS, ALSO SEE MANUFACTURER'S SPECS. 5. ALL FASTENERS AND PENETRATORS TO PRESSURE TREATED MATERIAL TO BE ZMAX HOT -DIPPED GALV. OR STAINLESS STEEL OR MEET ASTM 153 REQUIREMENTS. 6. 1500 P.S.F. ASSUMED SOIL BEARING CAPACITY SHALL BE VERIFIED IN FIELD. 7. ALL WALLS SUPPORTING TWO FLOORS AND A ROOF TO BE 2X6 CONSTRUCTION. I LAN GRADE BEAM REINFORCEMENT • STD.. 90° HOOK G.B. INTERSECTIONS #5 CORNER BARS FOR. ALL. OUTER REINF. 11-6" TYPICAL. GRADE BEAM INTERSECTION 3/4" _ 1'-0" **FOUNDATION EPDXY CONNECTION** * EPDXY WITH AN APPROVED CONCRETE EPDXY, #4 REBAR A MINIMUM OF 4" INTO EXISTING FOUNDATION IN LINE WITH REBAR SHOWN IN FOUNDATION DETAIL. (UON) * CALL FOR FOUNDATION INSPECTION BEFORE INSTALLING EPDXY TO ALLOW INSPECTION OF DRILLED HOLES. THE BUILDING OFFICIAL (INSPECTOR) SHALL OBSERVE THE EPDXY INSTALLATION AT THAT TIME. FOOTING SCHEDULE TtC�G�d- O 18 18" DIA. X 8" THICK CONC. FOOTING W/2 - #4 BARS EACH WAY. POST & CONNECTION PER PLAN 024" 24 DIA. X 12" THICK CONC. FOOTING W/2 - #4 BARS EACH WAY. POST & CONNECTION PER PLAN 030" 30 DIA. X 12" THICK CONC. FOOTING W/2 - #4 BARS EACH WAY. POST & CONNECTION PER PLAN O 36 36" DIA. X 12" THICK CONC. FOOTING W/2 - #4 BARS EACH WAY. POST & CONNECTION PER PLAN ,Tzke fibfl I14 19-P44- 4"t W" W2 G 1x. csF7x714-114&' 2 C- !L- - -2lz'PF-Tr.„ ? 11- 1'L-. Vi -t &,kJI51 !/ c AA 121 L913�1�� 14141- 4e I2' ¢c4( CeV-1-IA4-1.0 RATE wiascg- 9151 PN/C. c t2Airt- P 7 kft t r w- c-, TED-17? G,Y TEI`1I CITY F TUKWILA AUG 222016 PERMIT CENTER 24x38 CLEA.RPRINTO REVISIONS BY 12925 47th Dr SE CO O N CO as E 0 co E io 0. .e WIEO n 461 its 4.S co cci• Rig 0 Co .No� cr) 160 Date Scale Drawn Job Sheet Of Sheets