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Home My WebLink About209 W. 11th Street Address: 1 11h Street PREPARED 2/18/16, 9:03:19 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 2/18/16 ------------------------------------------------------------------------------------------------ ADDRESS . : 209 W 11TH ST SUBDIV: CONTRACTOR ANGELES PLUMBING PHONE (452) 8525 OWNER CATHOLIC DIOCESE OF SEATTLE PHONE PARCEL 06-30-00-0-3-2675-0000- APPL NUMBER: 15-00001171 PLUMBING PERMIT ------------------------------------------------------------------------------------------------ PERMIT: PL 00 PLUMBING PERMIT. REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ PL99 01 2/18/16 PLUMBING FINAL February 18, 2016 9:05:23 Am jlierly. --------------------- --------- COMMENTS AND NOTES -------------------------------------- CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY&ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Application Number . . . . . 15-00001171 Date 9/16/15 Application pin number . . . 7659S9 Property Address . . . . . . .209 W 11TH ST ASSESSOR PARCEL NUMBER: 06-30-00-0-3-2675-0000- REPORT SALES TAX Application type description PLUMBING PERMIT Subdivision Name . . . . . . on your state excise tax form Property Use . . . . . . . . to the City of Port Angeles Property Zoning . . . . . . . RS7 RESDNTL SINGLE FAMILY Application valuation . . . . 4350 (Location Code 0502) ---------------------------------------------------------------------------- Application desc move plumbing to new location for ADA compliance ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ CATHOLIC DIOCESE OF SEATTLE ANGELES PLUMBING 910 MARION ST PO BOX 1151 SEATTLE WA 981041274 PORT ANGELES WA 98362 (4S2) 8525 ----------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . MOVE PLUMBING FOR ADA COMPLIAN Permit Fee . . . . 224.00 Plan Check Fee .00 Issue Date . . . . 9/16/15 Valuation . . . . 0 Expiration Date 3/14/16 Qty Unit Charge Per Extension BASE FEE 50.00 6.00 7.0000 EA PL-PLUMBING TRAP 42.00 G.00 7.0000 EA PL-WATER LINE 42.00 6.00 1S.0000 EA P L-SEWER LINE 90.00 ----------------------------------------------------------------------------- Fee summary Charged Paid ' Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 224.00 224.00 .00 Plan Check Total .00 .00 .00 .00 R) Grand Total 224.00 224.00 .00 .00 C� Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Aatcu9 Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backfiow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Sternwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-in ater Line(Meter to Bldg) Gas Line BackFlow/Water FINAL Date Accepted by AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall(interior Braced Panel Oniyj_ T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pump/Furnace/FAU/Ducts Rough-In Gas Line Wood Stove I Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted by MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs kirling PLANNING DEPT. Separate Permit#s SEPA: Parking/Lighting ESA: Landscaping ISHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY1 USE Inspection Type Date Accepted By Electrical 417-4735 Construction-R.W. PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 L T:Forms/Building Division/Building Permit 09/16/2015 09:27 3604528583 ANGELESPLUMBING PAGE 02/03 A, CITY OF For City Use /�7 fA, - x Permit# T 0 N, U S. Date Received: 321 E Sth S'treet Date Approved Port Angeles,WA 9936 P:360-417-4817 F:360-417-4711 Email:Vg=ts0ci!yQfr)2.Us BUTLDING PEAMIT APPLICATION Project Address: -AO 9 IZ)., 11 '*.57-� PM7- 4NeELEs a)'4 Primag Contact: Phone- &0-19�5-2 ?6-25-- lExuail: A A4,G45 to UaWBIN&04 OWAEN. NaxneQ(teEN OP o9Wg6L5 e1Jak&#ne '360 y 52 _ iR3 5-1 Property Maili Addx Owner _ 10 F W. I/7A C"y PORI- 44ELES State zip 9M� Name Aiwues puwalW& Phone Contractor Addoess 7 IV Email Information City FoRr 4M;&L5 State Cont actor Ucenseo A/V6&-P*2-7 9 KA I Exp.Date: 06-01—L-7 Legal Description: Zoning: Tax Parcel# . Project Value:(materials and labor) LDT5 15-Z-0 131-324 -- 06300063Z6760600_1 $ JA, ;350. 00 Residential 0 Commercial El Industrial 0 Public 0 Permit Demolition El Fire 0 Repair 13 Reroof(tear off/lay over) t3 Classification For the follamdng. fill out hQth 12ageS-of permilaUplication: (check New Construction 11 Exterior Remodel [--1 Addition 11 Tenant Improvement 13 appropriate) Mechanical W Plumbing El Other 13 Fire Sprinkler System Proposed Irrigation System Proposed or Proposed Bathrooms Proposed Bedrooms or Existing? Yes 13 No- 13 1 Existing? Yes 0 No D 1 1 In addition to standard hard.copy submittals please send a PDF copy of all Stormwater plans and Engineering to WWW-storW2xAJCrC0 AtO Project Description MDVE pcukpllver 70 Neu) LOeqTIPAJ Is project in a Flood Zone: Yes 13 NoO FloodZone Type: If in a Flood Zone,what is the value of the struCture before proposed improvement? $ 1 have read and completed the application and know It to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required and to obtain permits prior to work. I understand that plan review fees are not refundable after review has occurred. I understand that I will forfeit review fees if I withdraw the application before the permit is issued. I understand that if the permit is not picked up/issued within i8o days of submittal,the application -All be considered abandoned andthe fees will be forfeited. 4�r AIRK UWAWAY Date Print Name Signature 09/16/2015 09:27 3604528583 ANGELEsPLUMBING PAGE 03/03 Residential Structures Existing Proposed Construction For Office Use Area Descriptions(SQ FT) Floor area Floor area $Value AgXAT Basement First Floor Second Floor Covered Deck/Pordi/Entry Deck(over 3oof or z"floor) Garage Carport Other(describe) Area Totals Commercial Structures Area Descriptions(SQ FT) Existing Proposed Construction For Office Use Floor area Floor area $Value new are Existing Structure(s). Proposed Addition Tenant Improvement? Other work(describe) Site Area Totals Lot/Site Coverage Calculations LotSize(sqft) Lot Coverage(sqft)footprint of %Lot Coverage(Total lot cov+lot size) Max Bldg Height I all structures sq ft Site Coverage(Sq Ft of all Impervious) %of Site Coverage(total site cov�lot size) Mechanical FixtUres Indicate how mM of each type of fixture to be installed or relocated as part of this pr!�ect. Air Handler Size: # Haz/Non-Haz Piping Outlets: Appliance Exhaust Fan # Heater(Suspended,f loor,Recessed wall) Boiler/Compf essor Size: # Heating/Cooling appliance # repair/alteration Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/Gas # portable) Fire-place/Gas Stove/Gas Cook Stove/Misc. Fuel Gas Piping #of Outlets: Ventilation Fan,single duct # Furnace/Heat Pump/ Size: Ventilation System Forced Air Unit Plumbi!jg f ixtures indicate how many of each type of fixt e to be installed or relocated Plumbing Traps # Water Heater # Plumbing Vent piping # Medical gas piping #of Outlets: Water Line # Fuel gas piping #of Outlets; Sewer Line # Industrial waste pretreatment Interceptor(Grease Trap) Size Other VIC_ fdescrib GL I >Ankr�% 7-0 N&&2A4g T:\8U1LJDJNG\APPL1CATJ0N FO KMS\Curreat BP Application\Building Permit 4-17-13.docx CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY&ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Application Number . . . . . 15-00001182 Date 9/18/15 Application pin number . . . 520748 Property Address . . . . . . 209 W 11TH ST ASSESSOR PARCEL NUMBER: OG-30-00-0-3-2675-0000- REPORT SALES TAX Application type description COMM MECHANICAL PERMIT on your state excise tax fonn Subdivision Name . . . . . . Property Use . . . . . . . . to the City of Port Angeles Property Zoning . . . . . . . RS7 RESDNTL SINGLE FAMILY Application valuation . . . . 7280 (Location Code 0502), -- ---------------------------------------------------------------------------- Application desc DHP, SUPPLY AIR REVISIONS/RELOCATION/DUCT 2 BATHRO ---------------------------------------------------------------------------- Owner Contractor - -- ------------------------ ------------------------ CATHOLIC DIOCESE OF SEATTLE DAVE'S HTG & COOLING SRVC INC 910 MARION ST PO BOX 413 SEATTLE WA 981041274 PORT ANGELES WA 98362 (3GO) 452-0939 - ----------------------------------------------------------------------------- Permit . . . . . . MECHA14ICAL PERMIT Additional desc DHP/SUPPLY AIR RELOCATE/2 BATH ' Permit Fee . . . . 114.80 Plan Check Fee .00 Issue Date 9/18/15 Valuation . . . . 0 Expiration Da'te 3/16/16 Qty Unit Charge Per Extension BASE FEE 50.00 1.00 14.8000 EA ME-FURN/HP/FAU < OR 5 TON 14.80 1.00 50.0000 HR ME-INSPECTION, MIN 1 HR 50.00 ---- ------- -- -------------- --- - -- ----- Fee summary Charged Paid Credited Due ----------------- ---------- ------ ---- ---------- ---------- Permit Fee Total 114.80 114.80 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 114.80 114.80 .00 .00 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void ifwork or construction authorized is not commenced within 180 days,ifconstruction orwork is suspended or abandoned for a period of 180 days after the work has commenced,or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority t or ca I th provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL.TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Sternwall Foundation Drainage I Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-In Water Line(Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted by AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall(interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pump/Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted by MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs ,Skirting PLANNING DEPT. Separate Permit#s SEPA: Parking I Lighting ESA: Landscaping ISHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY1 USE Inspection Type Date Accepted By Electrical 417-4735 Construction- R.W. PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Buildina Division/Buildino Permit 09/16/2015 1 :09PM FAX IA000110001 TtHi E �N CIT For City Use Y OF H� - �S-Z-- Permit# W A S H I N G T 0 N . U . S . DateReceived; F I- 321 East 51h Street Port Angeles, WA 98362 DateApproved P: 360-417-4817 F: 360-417-4711 perinits@r-ityofpa.us Building Permit Application Project Address: Main Contact: Phone # E-Mail: Property N Phone Owner MakIll gAdd,...L Entall State city AYR-74��,5t� WA- Contractor Phone Tave".5 YeaA K t�* c,->e, Mail)7g Add-e %J lu, Emall r) C4 L city Contractor License# Expiration: I K C., t 7 Proje t Value; Zoning- Tax Parcel# Lot# $ Type of Residential Commercial )Er Industrial 13 Public 0 Permit Demolition 13 Fire C3 Repair [3 Reroof(tear off/lay over) E3 For the folloWing,fill out both pages of permit application: N�w C011SMICtion E3 Remodel 13 Addition 13 Tenant Improvement E3 Mechanical C3 Plumbing C3 Other 13 Existing Fire Sprinkler System7 Maximum height olsrueture Proposed Bi roposed Bathrooms Yes 13 No [3 Project Description CXJV Ax-t-o-+ V I'S 6 n S 1159- U I have read and completed the application and ii�o�i7ti�—�Wtrue and correct I am authorized to apply for this permit. I understand that It is my responsibflity to determine what permits are required and to obtain permits prior to working on projects. I understand that the plan review fee is.not refundable after plan review has occurred. I understand that I will forfeit the review fee if I cancel or withdraw the application before the permit is issued. I understand that if the permit is not issued 'within 180 days of receipt,the application will be congidered abandoned and the fees forfeit. Date PrJnt Nan,e Signature .......... Address: 1111 Street PREPARED 1/26/15, 13:09:00 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 1/26/15 ------------------------------------------------------------------------------------------------ ADDRESS . : 209 W 11TH ST SUBDIV: CONTRACTOR JACKSON'S SIGNS & GRAPHICS PHONE (360) 457-3703 OWNER CATHOLIC DIOCESE OF SEATTLE PHONE PARCEL 06-30-00-0-3-2675-0000- APPL NUMBER: 14-00001167 SIGNS ------------------------------------------------------------------------------------------------ PERMIT: SIGN 00 SIGN REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL99 01 1/26/15 BLDG FINAL �anuary 23, 2015 1:14:16 PM permits. 3ackson 477-7472 ------------------------ ------------ COMMENTS AND NOTES -------------------------------------- CITY OF PORT ANGELES 4�N DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Application Number . . . . . 14-00001167 Date 10/20/14 Application pin number . . . 829610 Property Address . . . . . . 209 W 11TH ST ASSESSOR PARCEL NUMBER: 06-30-00-0-3-2675-0000- REPORT SALES TAX Application type description SIGNS Subdivision Name . . . . . . on your state excise tax fonn Property Use . . . . . . . . to the City of Port Angeles Property Zoning . . . . . . . RS7 RESDNTL SINGLE FAMILY Application valuation . . . . 1700 (Location Code 0502) ---------------------------------------------------------------------------- Application desc 125 sf wall mount sign ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ CATHOLIC DIOCESE OF SEATTLE JACKSON'S SIGNS & GRAPHICS 910 MARION ST 472 MT. PLEASANT RD SEATTLE WA 981041274 PORT ANGELES WA 98362 (360) 457-3703 ---------------------------------- ----------------------------------------- Permit . . . . SIGN Additional desc 12.5 SF WALL .MT SIGN Permit Fee . . . . 47.00 Plan Check Fee .00 Issue Date . . . . 10/20/14 Valuation . . . . 1700 Expiration Date 4/18/15 A Qty Unit Charge Per Extension 1.00 47.0000 PER S-ALL SIGNS < OR = TO 25 SF 47.00 ---------------------------------------------------------------------------- Special Notes and Comments October 6, 2014 11:37:03 AM sroberds. The proposal will result in a 12.5 sq.ft, wall mounted identification sign in the RS-7 zone for a church. Church signage is permitted to be no more than 24 sq.ft. No land use issues anticipated. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---- ----- ---------- Permit Fee Total 47.00 47.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 47.00 47.00 .00 .00 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced,or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. S Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permft BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Sternwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-In Water Line(Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted by AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall I Hold Downs Walls/Roof/Ceiling Drywall(interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pump/Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted by MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parking/Lighting ESA: andscaping ISHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY1 USE Inspection Type Date Accepted By Electrical 417-4735 Construction-R.W. PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit 9�- -- .. 0�POW.111j, SIGN APPLICATIO Print in ink CITY OF PORT ANGELES For City Use nl Attn: Building Permit Technician 321 E. Fifth St., Port Angeles,WA 98362 1 Date Received, (360)417-4815 fax(360)417-4711 ermit# 11 Date Approved Applicant or Agent Queen of An& Property Owner - .1elco Catholic Church Ph e 4;;i9 99��i Qu Latholl Chuwh Phone _4.r52 2,,5�91 Property Owner's Address "2'0,9"__W4.�ith got Port A'tigelep, Contractor/Engineer Jackooll'o 5i�.no WA 98363 -ad Contractor/Engineer's A -ress-- 47 Phone 2 lea"atlt , P�,� P ",I_ A License # 000amt Ed Port Arl/q,-1P.G V/A QW-562 Expires 1_2,8_201�5 PROJECT ADDRESS & Queen of Angelco atholir, Church BUSINESS NAME 209W 11th ot-Eort Anac I - Le r2, WA 983C23 Parcel Number Lot : 7 Zonin Kpoiden Sinn Tvg3e &Brief Descriotion: (wall-mounted, projecting, freestanding, awning, other, &sq.ft. area of each Sign #1 oin& sign) 316 oided foaM 99 Sign #2 X 50" 12.5 ft Wal MOUrItM Sign #3 Sign #4 Sign #5 Sign #6 Sign #7 Sign #8 Sign #9 1 Unit Chara Quan Totals(Unit charges Type of Sian Valuatiorl: $1700.00 $47.00 x $ 47.00 All signs less than 25 sq.ft. $47.00 x $ Supergraphic on building (any size) $85.00 x $ Wall or marquees, over 25 sq. ft. $115.00 x $ Freestanding and projecting, over 25 sq.ft. GRAND TOTAL - $ 47.00 Total sign area sq. ft. Maximum allowed sign area__24 sq. ft. have read and completed this application and know ft to be true and correct. / am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required, and to obtain permits prior to working on projects. Date-&--/-_-/!f PrintName Signature T:Forms/Building Division/Sign Permit Application.doc CITY OF PORT ANGELES—Construction Plans The Issuance of this PeW!....I imn these plans,specifit- cations and other dot, not prrl,int tk building official 36.0 x30.O from thereafter wt04ig the corree,�n of errors in said pipps, specificafior� and e-%er data, or fmm preventing building operations Li:ig carded on V-,ateundtr vehen in violpflon o' all codes z;:l or-,-':�-��-Is ot this jurisdiction. -,rc:al D5'-" ]By V ueen of An e S Catholi' c Churc -J Established 1891 IF Sundnv Mass Times Saturdnv Vigil 5 : 00 pm Sundtqv 8:30 am & 11 :00 am 36.0 x 20.0 Custom SI'8n Proposdi Jdckson's Si8ns 472 Mount Pleasdnt Ild - Port fin8cles. Wh 360-457-5703 5ion face, 1.5" 5ietiFoam HDU Fo w e r o Za ma c, Tap-hi Atichoro 5 XI/4" 5ion weioht 6# -Custom S-�8H P�rO ?Osd Jdckson'-s -S�8n-s - 47Z Mount Measdnt Rd - Port An8des. Wn Queen of Aneelo Catholic, Church 209 W. 11th 5t. Oak 5t. 5ion X W. 11th 5t. Ki0ht of main entrance on brick wall Address: 1 Ith Street PREPARED 2/17/16, 8:59:01 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 2/17/16 ---- -- ---- ------- ---------- ----- ------ ---- ------- ADDRESS . : 209 W 11TH ST SUBDIV: CONTRACTOR G LITTLE INC PHONE (360) 385-1020 OWNER CATHOLIC DIOCESE OF SEATTLE PHONE PARCEL 06-30-00-0-3-2675-0000- APPL NUMBER: 15-00000479 COMM REMODEL ------------------------------------------------------------------------------------------------ PERMIT: BPC 00 BUILDING PERMIT - COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL3 01 8/28/15 JLL BLDG FRAMING 8/28/15 AP August 28, 2015 10:28:35 AM jlierly. Rob 360-301-488G August 28, 2015 4:32:32 PM jlierly. BFF 01 9/11/15 JLL BLDG FLOOR FRAMING 9/11/15 AP September 11, 2015 9:59:21 AM jlierly. Rod 360-301-4886 September 11, 2015 4:06:51 PM jlierly. BL3 02 11/06/15 JLL BLDG FRAMING 11/10/15 AP November 6, 2015 9:44:02 AM jlierly. rod 360-301-4886 November 10, 2015 8:56:38 AM jlierly. BL1 01 11/10/15 JLL BLDG FOUNDATION FOOTING 11/10/15 AP November 10, 2015 8:55:29 AM jlierly. 301 4886 ROD November 10, 2015 3:50:15 PM jlierly. BL99 01 2/17/16 BLDG FINAL February 17, 2016 8:55:11 AM jlierly. Rod 360-301-4886 -------------------------------------- COMMENTS AND NOTES -------------------------------------- CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number 15-00000479 Date 7/28/15 Application pin number . . . 980297 Property Address . . . . . . 209 W 11TH ST ASSESSOR PARCEL NUMBER: 06-30-00-0-3-2675-0000- REPORT SALES TAX Application type description COMM REMODEL Subdivision Name . . . . . . on your state excise tax form Property Use . . . . . . . . to the City of Port Angeles Property Zoning . . . . . . . RS7 RESDNTL SINGLE FAMILY Application valuation . . . . 200000 (Location Code 0502) ---------------------------------------------------------------------------- Application desc exterior,interior remodel/upgrage ---------------------------------------------------------------------------- Owner Contractor Q�' ------------------------ ------------------------ CATHOLIC DIOCESE OF SEATTLE G LITTLE INC 910 MARION ST 1210 W. SIMS WAY SEATTLE WA 981041274 PORT TOWNSEND PORT TOWNSEND WA 98368 (360) 385-1020 --------------------------------- ------------------------------------------ Permit . . . . . . BUILDING PERMIT - COMMERCIAL Additional desc REMODEL INTERIOR/EXTERIOR Permit Fee . . . . 1580.25 Plan Check Fee 1027.16 Issue Date . . . . 7/28/15. Valuation . . . . 200000 Expiration Date 1/24/16 Qty Unit Charge Per Extension BASE FEE 1020.25 100.00 5.6000 THOU BL-100,001-500K (5.60 PER K) 560.00 ---------------------------------------------------------------------------- Special Notes and Comments May 20, 2015 3:53:31 PM kdubuc. Interior finishes must meet all applicable IFC and IBC flame spread and smoke spread requirements. Electrical load calculations and electrical permits are required. 1. Establishing Construction Access. 2. Install sediment controls BMPs. 3. Stabilize exposed soils. 4. Protect slopes from erosion. 5. Protect drain inlets. G. Control pollutants including but not limited to spills, concrete wash out, exposed aggregate processes, concrete grinding and saw cut waste water. 7. Maintain temporary and permanent erosion control BMPS during project. Any work in City right of way requires a seperate permit. ----------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE SURCHARGE 4.50 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Separate Permits are required forelectrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. 12-_aJIS Fe0tuALQ 00V,-,0a 'V Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD — PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-In Water Line(Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted by AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall(interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pump/Furnace I FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted by MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Pkirting PLANNING DEPT. Separate Permit#s SEPA:. Parking/Lighting ESA: Landscaping ISHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY1 USE Inspection Type Date Accepted By Electrical 417-4735 Construction- R.W. PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 2 Application Number . . . . . 15-00000479 Date 7/28/15 Application pin number . . . 980297 Permit Fee Total 1580.25 1580.25 .00 .00 REPORT SALES TAX Plan Check Total 1027.16 1027.16 .00 .00 Other Fee Total 4.50 4.50 .00 .00 on your state excise tax form Grand Total 2611.91 2611.91 .00 .00 to the City of Port Angeles (Location Code 0502) Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Sternwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-In Water Line(Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted by AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall(Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL7 Heat Pump/Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted by MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs ,Skirting PLANNING DEPT. Separate Permit#s SEPA� Parking/Lighting ESA: Landscaping ISHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY1 USE Inspection Type Date Accepted By Electrical 417-4735 Construction-R.W. PW /Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit THE For City Use T CITY OF OR , ANGT-�LE S! P -A- JL Permit# 1:5 9 V� A S H ING'TON. U . S. Date Received: 15- 321 E 51h Street ate Approved Port Angeles,WA 9836 P:360-417-4817 F:360-417-4711 Email: permits(@cityoffia.us BUILDING PERMITA PLICATION ProjectAddress: aQ9 WA Ph�ne: g0(_V� (,p8A ' -753A_5 Primary Cont ct: Email: P�6vl n Lev lorod'er;CK Cv�h Ch-Ca�1 Name-Pt(C%,14\cCf3e (:)V 4eek."rU Phone Ed -R�4ejr i3DU- LAI&51 Property -Mailing Address Email Owner 116 NqQ- C' State Zip Name M/d, Phone Contractor Address Email Information city State Zip Fontractor License# Exp.Date: Legal Description: Zoning: Tax Parcel # Project Value: (materials and labor) I---S�-auc�--'Ona—_ ne�-- Residential 11 Commercial 0 Industrial 1:1 Public 11 Permit Demolition 11 Fire 11 Repair 0 Reroof(tear off/lay over) 11 Classifica'tion For the following, fill out bot pages Of Dermit application: (check New Construction 1:1 Exterior Remodel 11 Addition V Tenant Improvement El appropriate) Mechanical 11 Plumbing 11 Other El Fire Sprinkler System Proposed Irrigation System Propc Dposed Bathrooms Pro osed Bedrooms or Existing? Yes E3 No 0 1 Existing? Yes 13 No I r In addition to standard hard copy submittals please send a PDF copy of all Stormwater plans and Engineering to -.vw-%v,.stormwater(@citvofl2a.us Project Description �hacb WnaaEan all lftkKia H5V1'(SJJeA1 L""Ad" JAr1LQA �&Atfnccc�ov\ 17) U4,W .1-4 1cle %k-ke_ 711VIKS cv\ �ex4g'ouz S+Z�v*s Is project in\a' Flood Zone: Yes [3 No[3 Flood Zone Type: If in a Flood Zone, what is the value of the structure before proposed improvement? $ I have read and completed the application and know it to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required and to obtain permits prior to work. I understand that plan review fees are not refundable after review has occurred. I understand that I will forfeit review fees if I withdraw the application before the permit is issued. I understand that if the permit is not picked up/issued within iL8o days of submittal,the application will be considered abandoned and the fees will be forfeited. Date Print Nam-e Signature Residential Structures Existing Proposed Construction For Office Use Area Descriptions(SQ FT) Floor area Floor area $Value new area Basement First Floor Second Floor Covered Deck/Porch/Entry Deck(over 30"or 2'd floor) Garage Carport Other(describe) Area Totals Commercial Structures Area Descriptions(SQ FT) Existing Proposed Construction For Office Use Floor area Floor area $Value new area Existing Structure(s) Proposed Addition Tenant Improvement? Other work(describe) Site Area Totals Lot/Site Coverage Calculations Lot Size (sq ft) Lot Coverage(sq ft)foot print of %Lot Coverage(Total lot cov+lot size) Max Bldg Height Ltg� i all structures2 0,21 L� sq ft 6 1 '�j--ol I Site Coverafe(Sq Ft of all impervious) %of Site Coverage(total site cov-- lot size) Lo GL�j Mechanical Fixtures Indicate how many of each type of fixture to be installed or relocated as part of this project. Air Handler I Size: # Haz/Non-Haz Piping Outlets: Appliance Exhaust Fan # Heater(Suspended,Floor,Recessed wall) # # Heating/Cooling appliance # Boil.er/Compressor 7-7� repair/alteration Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/Gas # portable) Fireplace/Gas Stove/Gas Cook Stove/Misc. Fuel Gas Piping #of Outlets: Ventilation Fan,single duct # Furnace/Heat Pump/ Size: # Ventilation System # Forced Air Unit I I Plumbing Fixtures Indicate how many of each type of fixtu e to be installed or relocated Plumbing Traps # Water Heater # Plumbing Vent piping # Medical gas piping #of Outlets: Water Line # Fuel gas piping #of Outlets: Sewer Line #1 Industrial waste pretreatment interceptor(GreasqTKap). �-Size A, -1.'V N Other(describe): T:\BUILDING\APPLICATION FORMS\Current BP Appl icatio n\Building Permit 4-17-13.docx . ............ ALLEY ALLEY -FE)TPAVEM�-NT- (E)LANDSC�PE (E)LAN A :%!10 IE)LANDSCAPE T7 E)LANDSCAPE AREA OF WORK (E)LANDSCAPE O'DONNELL (E)LANDSCAPE M SIDEWALK IS rf= E)LANDSCAPE 0 .0 RECTORY E)LANDSCAPE (E)S11;iWALK LANDSCAPE (E)SIDEWALK 0 (E)LANDSCAPE (E I LANDSCAPE FIRE IYDRANt 6ug- (E)SIDEWALK (E)SID;WALK (E)SIDEWALK AREA OF WORK (SEE SITE PLAN ON SHEETA2.2) WEST 11TH STREET �UA OF WORK 41j* /* fk. �/fi Az ... .. . .... it Iwo lk W, dr. olz� 4f CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 1S-00000479 Date 1/27/16 Application pin number . . . 980297 Property Address . . . . . . 209 W 11TH ST ASSESSOR PARCEL NUMBER: 06-30-00-0-3-2675-0000- REPORT SALES TAX Application type description COMM REMODEL Subdivision Name . . . . . . on your state excise tax form Property Use . . . . . . . . to the City of Port Angeles Property Zoning . . . . . . . RS7 RESDNTL SINGLE FAMILY Application valuation . . . . 243000 (Location Code 0502) ----------------------------------------------------------------------------- Application desc exterior,interior remodel/upgrage ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ CATHOLIC DIOCESE OF SEATTLE G LITTLE ING 910 MARION ST 1210 W. SIMS WAY SEATTLE WA 981041274 PORT TOWNSEND PORT TOWNSEND WA 98368. (3 60) 3 85-102 0 ------------------------------- -------------------------------------------- Permit . . . . . . BUILDING PERMIT - COMMERCIAL Additional desc . . REMODEL INTERIOR/EXTERIOR Permit Fee . . . . 1821-05 Plan Check Fee 1183.68 Issue Date . . . . 7/28/15 Valuation 243000 Expiration Date 5/08/16 Qty Unit Charge Per Extension BASE FEE 1020.25 143.00 5.6000 THOU BL-100,001-SOOK (5.60 PER K) 800.80 ---------------------------------------------------------------------------- Special Notes and Comments September 14, 2015 8:55:25 AM pbarthol. . Submittal received for additonal work not included in the original application. Valuation of additional work is 43,000 per Rod Little.pb May 20, 2015 3:53:31 PM kdubuc. IFC Interior finishes must meet all applicable and IBC flame spread and smoke spread requirements. Electrical load calculations and electrical permits are required. 1. Establishing Construction Access. 2. Install sediment controls BMPs. 3. Stabilize exposed soils. 4. Protect slopes from erosion. 5. Protect drain inlets. 6. Control pollutants including but not- limited to spills, concrete wash out, exposed aggregate processes, concrete grinding and saw cut waste water. 7. Maintain temporary and permanent erosion control BMPS during project. Any work in City right of way requires a seperate permit. Separate Permits are required forelectrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Sate Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:FormsiBuilding Division/Building Permit BUILDING PERMIT INSPECTION RECORD — PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Sternwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-In Water Line(Meter to Bldg) Gas Line Back Flow/Water AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall(Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pump/Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parking/Lighting ESA: Landscaping ISHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY1 USE Inspection Type Date Accepted By Electrical 417-4735 Construction - R.W. PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 1 Building 417-4815 CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 2 Application Number . . . . . 15-00000479 Date 1/27/16 Application pin number . . . 980297 ---------------------------------------------------------------------------- REPORT SALES TAX Other Fees . . . . . . . . . STATE SURCHARGE 4.50 ---------------------------------------------------------------------------- on your state excise tax form Fee summary Charged Paid Credited Due to the City of Port Angeles - ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 1821.05 1821.05 .00 .00 (Location Code 0502) Plan Check Total 1183.68 1183.68 .00 .00 1 Other Fee Total 4.50 4.50 .00 .00 Grand Total 3009.23 3009.23 .00 .00 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDEA MINIMUM 24-HOUR NOTICE FOR INSPECTIONS — Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type -T Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole BIdgs.) PLUMBING: Under Floor/Slab Rough-in Water Line(Meter to Bldg) Gas Line Back Flow/Water XIR SEAL: Walls Ceiling FRAMING: Joists/Girders I Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall(interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pump/Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs jSkirting PLANNING DEPT. Separate Permit#s SEPA: Parking/Lighting ESA: Landscaping ISHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY1 USE Inspection Type Date Accepted By Electrical 417-4735 Construction - R.W. PW-/Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 5- CIVIL ENGINEERING LAND SURVEYING 301 East 61'Street,Suite I Port Angeles,Washington 98362 (360)417-0501 & ASSOCIATES FAX(360)417-0514 E-mail: scoft@olympus.net I N C 0 R P 0 R A T E D DATE: August 13, 2015 Job No. 15227 CLIENT: QUEEN OF ANGELS PROJECT: REMOVAL OF A PORTION OF A CONCRETE WALL FOR THE QUEEN OF ANGELS PARISH, 209 WEST 1 JTH STREET, PORT ANGELES, WA ATTACHED STRUCTURAL CALCULATIONS FOR THE REMOVAL OF 2 SECTIONS OF INTERIOR CONCRETE WALLS AND THE INSTALLATION OF AN INTERMEDIATE REDUCED BEAM SECTION MOMENT FRAME TO PROVIDE A LARGER OPENING Scott Headrick, P.E. %WVA 3658 V� Tc� t4 zqpow Ji- S VK 5' 3 'r,�77 -rig 40 xe� S7 --,I IT 10 Ov�Lw;�. f-;7- -7L co-LIA T-f-- -77-- f7 L Y Q.- + �4-4 12 qL 13 kt- pqk E�6 Ij PT R v A 6-: "t'j, �s _V;o S6 -,A 7v. A6 Lp Per XAO' 'x .j TH AU MO .5 TAIA ICA We jA, Qj Design Maps Summary Report http://ehp4-earthquake.cr.usgs.-ov/desicnmaps/us/summary.php?temp... Design Maps Summary Report ig User-Specified Input Report Title 15227 QUEEN OF ANGELS Wed July 29, 2015 18:49:48 UTC Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 48.1111611N, 123.44338OW Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III I smi 5000M Port Angeles 0 -M12' 0 N 0 R 101 It A M E R I C A 15201s Nn4vaum emmw 2r.4F 0 uapquest USGS-Provided Output Ss = 1.580 g S,s = 1.580 g S,s = 1.053 g S, = 0.636 g S,, = 0.954 g So, = 0.636 g For information on how the SS and S1 values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the"2009 NEHRP" building code reference document. MCE,t Response Spectrum Design Response Spectrum 1.7G-- I.Go 1.44 OA2 1.12-- 13.7", 0.3G 3-Gr ao 0.55 0.33 OA4 0.44 0.49 0.32 0.22 0.1G 0.11 IN 0.130 0.20 0.40 IGO 0.20 1.100 1.20 1.40 LGO 1.30 2.00 0.00 0.20 0.40 O.G0 0.90 1 00 1.20 1.40 LGO 1.90 ZOO Period, T(sec) Period, T(sec) Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject-matter knowledge. I of 1 7/29/2015 11:49 AM ZENOVIC &ASSOCIATES, INC. 301 EAST 6TH STREET, SUITE I PORTANGELES, WA PROJECT.- QUEEN OF ANGELS PARRISH -CONC. WALL REMOVAL CLIENT: QUEEN OF ANGELS JOB#: 15227 REDUCED BEAM SECTION - MOMENT FRAME ANALYSIS DATE.- 8/11/2015 LOCATION: USERINPUT BEAM DIMENSIONS SHAPE WI;4x74 YIELD STRESS Fy (ksi) 50 PLASTIC MOD. Z,(in A 3) 126. DEPTH d (in) 14.2 FLANGE WIDTH bf(in) 10.1 FLANGE THICKNESS tf(in) 0,785, WEB THICKNESS tw(in) 0,.45. CLEAR SPAN L (in) 80 UNIFORM DEAD LOAD TO BEAM WD(klo 0.275 UNIFORM LIVE LOAD TO BEAM WL(klo 0.688 RBS DIMENSIONS UPPER LIMIT LOWER LIMIT a (in) 5.5 7.58 5.05 OK b (in) 1.0.75 12.07 9.23 OK c (in) 2.375 2.53 1.01 OK RBS C TO C L' (in) 58.25 RBS PLASTIC MOD. ZRBS (in^3) 76 STRESS RATIO FACTOR Ry 1.1 EXPECTED YIELD STRESS Fy,, (ksi) 55 MAX. MO. AT RBS CENTER MRBS (k-in) 4,806 SHEAR AT RBS CENTER VRBS (kips) 185 V'RBS (kips) 145 MAX. MO. AT COLUMN Mf(k-in) 6,814 BEAM PLASTIC MO. mpe(k-in) 6,930 IRA TIO CHECK Mf/mpe 98% OK .Y W14x74 -67872.9 -37889.9 -37610.1 77713.8 Results for LC 14, IBC 16-5 Z-moment Reaction units are lb and lb-ft ZENOVIC &ASSOCIATE...' � SK- 1 SRH QUEEN OF ANGELES ADIDORATION ROOM REMOD...- Aug 11, 2015 at 12:52 PM 15227 FRAME ANALYSIS.r2d .Y ,Z- -.X VV14x74 Co CO 7 7 x x -67872.9 -37889.9 -37610.1 77713.8 Results for LC 14, IBC 16-5 Z-moment Reaction units are lb and lb-ft ZENOVIC & ASSOCIATE.— SK- 1 SRH QUEEN OF ANGELES ADDORATION ROOM REMOD... Aug 6, 2015 at 4:01 PM 15227 FRAME ANALYS(S.r2d Company ZENOVIC&ASSOCIATES, INC Aug 13,2015 Designer SRH 9:44 AM Job Number 15227 QUEEN OF ANGELES ADDORATION ROOM REMODEL Checked By:TDG Global Disp ay Sections for Mernber Caics 10 L Max Internal Sections for Member CaIcs 1100 Include Shear Deformation? Yes Merge Tolerance (in) 1 .12 P-Delta Analys�is Tolerance 0.50% ,Include P-Delta for Walls? Yes Autornaticly Iterate Stiffness for Walls? Yes Maximum Iteration Number for Wall Stiffness3 Gravity Acceleration (fUseCA 2) 1 32.2 Wall Mesh Size (in) 112 Eiqensolution Convergence Tol. (1.E-)__,_4 Dynarnic Solver Accelerated--sobv—er -- Hot Rol led--StedlGo—de AISC 14th 360-10 LRFD Adjust Stiffness? Yes(Iterative) RISAConnection Code None Cold Formed Steel Code 1 AISI S100-07: ASD Wood Code AF&PA NDS-05/08: ASD Wood Temperature I < OOF Concrete Code ACI 318-08 Masonry Code ACI 530-05: ASD Aluminum Code AA ADMl-05: ASD- Building ,Number of Shear Reg_L(Lns 4 Region Spacing Increment(in) 14 Concrete Stress Block Rectangular Use Cracked Sections? I Yes Bad FrarningWarnings? No Unused Force Warnings? 1 Yes Min 1 Bar Diarn. Spqcing_L_____ No -A�MKFA-6i Concrete Rebar Set 1REBAR SET Min % Steel for Column 18 Max % Steel for Column Hot Rolled Stee/Properties Label E[ksi] Nu E5 F) (Ml- 1 A36 Gr.36 29000 11154 .3 .65 490 36000 2 1 A572 Gr.50 1 29000 1 11154 .3 i .65 490 50000 3 A992 29000 11154 .3 .65 490 50000 4 i A500 Gr.42 1 29000 i 11154 .3 1 .65 490 42000__� 5 A500 Gr.46 29000 11154 .3 .65 490 46000 General Material Properties Label --- E Ksil__ Nu --Therm.(Vl E5_F) ---.---Qensity[Lb/ftA3]—,- 1 __.qprl_Conc3NW 3155 1372 .15 .6 145 2 1 gen Conc4NW 1 3644 1584 .15 .6 145 3 __qen Conc3LW 2085 906 .15 .6 109.999 4 1 gen Conc4LW 1 2408 1 1047 1 .15 1 .6 109.999 5 qen Alum 10600 4077 .3 1.29 173 6 gen Steel 29000 11154 .65 490 7 -RIGID le+7 0--- 0 0 RISA-2D Version 11.0.0 [CAUsers\SRH\Desktop\FRAME ANALYSIS.r2d] Pagel Com-pany ZENOVIC&ASSOCIATES, INC Aug 13,2015 Designer SRH 9:44 AM Job Number 15227 QUEEN OF ANGELES ADDORATION ROOM REMODEL Checked By:TDG Des�qn Size and Code Check Parameters Label Max Depth Lin]__ Min Depth[inl__,, ax Width Linj Min A Wdth(inj x Bending-Chk Max Shear Chk 1 BEAMS 14 9 1 1 2 1 COLUMNS 9 .65 Joint Coordinates and Temperatures Label X Lfti Y Lftl----- Temp Fj ff 1 N1 0 0 0 2 N2 0 1 8.67 1 0 3 N3 9 0 0 4 N4 9 1 8.67 1 0 Joint Boundary Conditions --JointLabel Footing ------ 1 N1 Reaction Reaction 2 N3 Reaction I Reaction N2 Member Primafy Data Label I Joint J-Joint Rotate(-de...Section/Shape Type Des gn List Material Design Rules 1 Mi N1 N2 COLUMN Column Wide Flanqe A992 COLUMNS 2 M2 N3 N4 I COLUMN I Column'I Wide Flanae A992 COLUMNS 3 M3 N2 N4 BEAM Beam Wide Flange A992 BEAMS Member Advanced Data Label I Release J Release I-Offset[in] in] /C hy cal TOM Inactive 1 Mi Yes 2 1 M2 Yes 3� M3 Yes Hot Rolled Steel Deshqn Parameters Label Shape Length Lftj Lb-aat[ft] Lb-in[ft]_--Lcomp topLftl omp bot[ft]- K-out K-in Cb Function 1 Mi COLUMN 8.67 Lateral 2 1 M2 ICOLUMN! 8.67 i 1 1 Lateral 3 M3 BEAM 9 1 Lateral Joint Loads and Enforced Displacements (BLC 3 Joint Label L,D,M Direction Magn0tude[(1bjlq�)-_(in,rad), b*q�2/ft N2 L x 75500 Member Point Loads Member Label Direction MagnAltude-Lb,lb-ftl Location[ft,I/ol, No Data to Print... RISA-2D Version 11.0.0 [C:\U sers\SRH\Desktop\F RAM E ANALYSIS.r2d] Page 2 Company ZENOVIC&ASSOCIATES, INC Aug 13,2015 Designer SRH 9:44 AM Job Number 15227 QUEEN OF ANGELES ADDORATION ROOM REMODEL Checked By:TDG Member Distributed Loads (BLC I :) Member Label Direction start Magjj�itudeflb/ftfl End Magnitud [lb/ft,F1 Start Location[ft,O/ol_ End Location[ft,lol -275 -275 0 0 Member Distributed Loads (BLC 2 : ) Member Label Direction Start Magmitude[lb/ft,FLErld Ma-qnitude[b/ftEl tart Locationft1tol End Location[ft I 1 M3 Y -688 -688 0 0 Basic Load Cases ___ - ___BLC Description Category X Gravity_Y_Qravity__ Joint Point Distributed 1 DL 2 1 T LL 3 Load Combinations Description Solve PDelta SRSS BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 IBC 16-1 Yes Y DL 1.4 _7_7 2 11 BC 16-2(a)I Yes I Y I It DL 1 1.2 1 LL 1 1.6 FL_LsT1.6 RILL 1 .5 3 IBC 16-2(b) Y DL 1.2 LL 1.6 LLS 1.6 SL .5 SLN .5 _T' 4 1]BC 16-2(c)l I Y ! DLI 1.2 1 LL 1 1.6 ILLS! 1.6 ! RLI .5 1 1 1 i 1 5 IBC 16-3(a) Y DL 1.2 RLL 1.6 LL .5 LLS 1 6 1 IBC 16-3(b)! I Y 1 1 DLI 1.2 jRLLj 1.6 WLI .5 1 1 1 7 IBC 16-3(c) Y DL 1.2 SL 1.6 SLN 1.6 LL .5 LLS, 1 8 JIBC 16-3(d)'i I Y I IDC 1.2 ISLI 1.6 SLN1 1.6 IWLI .5 1 1 1 IF II 9 IBC 16-3(e) Y DL 1.2 RL 1.6 LL .5 LLS. 1 10 1 IBC 16-3(�11 1 Y DL 1! 1.2 11 RL 1 1.6 WLI .5 1 1 1 1 11 IBC 16-4(a) Y DL 1.2 WL 1 LL .5 LLS. 1 RLL .5 12 11 BC 16-4(b)I I Y 1 1 DLI 1.2 !WLI 1 1 LL ! .5 1LLS1 1 ISLI .5 JSLNI .5 1 _1 13 IBC 16-4(c) Y DL 1.2 WL 1 LL .5 LLS 1 RL .5 14 1 IBC 16-51 Yes 1 Y 1 1 DL! 1.2 1 EL 1 1 1 LL 1 .5 !LLS! 1 ISLI .2 ISLNJ .7 1 1 15 IBC 16-6 Y DL .9-I WL 1 i I F-7 I___r 16 1 IBC 16-7 1 Yes 1 Y 1 DL 1 .9 E L _1 Load Combination Deshqn Gescjp Akon ASIF CD ABIF Service Hot Rolled Cold Form... Wood Concrete Masonry Footinqs Aluminum 1 1 BC 16-1 Yes Yes Yes Yes Yes I Yes I Yes Yes Yes Yes 2 11BC 16-2 (a)l 1 3 18C 16-2 (b)l Yes Yes Yes Yes Yes 4 11BC 16-2 (c)l I I Yes I Yes 1 1 Yes 1 Yes I Yes I 5 J BC 16-3 (a) Yes Yes Yes Yes Yes 6 11BC 16-3 (b)l Yes I Yes I I Yes Yes I Yes 1 7 1 BC 16-3 (C) Yes Yes Yes Yes Yes 8 IIBC 16-3 d)l Yes I Yes I I Yes Yes Yes 9 -1 BC 16-3 (e)i Yes Yes Yes Yes Yes Yes Yes Yes 10 [_IBC 16-3 Yes Yes I 11 JBC 16-4 a), Yes Yes Yes Yes Yes 12 11BC 16-4 (b)l i i Yes Yes Yes Yes Yes 13 1 B C 16-4 (C) Yes Yes Yes Yes Yes 14 IBC 16-5 1 Yes Yes Yes Yes Yes 15 18C 16-6 Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes 16 IBC 16-7 RISA-2D Version 11.0.0 [C:\Users\SRH\Desktop\F RAM E ANALYSIS.r2d] Page 3 Company ZENOVIC&ASSOCIATES, INC Aug 13,2015 Designer SRH 9:44 AM Job Number 15227 QUEEN OF ANGELES ADDORATION ROOM REMODEL Checked By:TDG Joint Reactions LC Joint Label X(Lbl______ Y_LbL__ MZ 1 Nl 314.053 3934.561 0 2 1 N3 314.053 3934.561 0 3 1 Totals: 0 7869.123 4 1 COG (ft): X 4.5 Y: 6.759 5 2 Nl 976.378 8326.081 0 6 2 N3 -976.378 8326.081 0 7 2 Totals: 0 16652.162 Y: 7.896 8 2 1 COG (ft): X 4.5 9 14 _ Nl -37889.885 -67872.859 0 10 14 11 N3 -37610.115 1 77713.822 0 11 14 Totals- -75500 9840.962 12 14 COG (ft): X 4.5 Y: 7.36 13 16 Nl -38178.247 -70231.99 0 14 16 N3 -37321,753 75290.712 0 15 16 Totals: -75500 5058.722 16 16 COG (ft): X 4.5 Y: 6.759 Joint Deflections LC -Joint Label [in]- in� Rotation[radL___ _L - 1 1 Nl 0 0 6.372e-6 -2.027e-5 2 1 N2 0 0 3 1 N3 0 0 -6.372e-6 4 1 N4 0 2.027e-5 o 5 2 Nl 0 0 1.98le-5 6 2 N2 0 o -6.302e-5 7 2 N3 0 0 -1.981 e-5 8 2 N4 0 0 6.302e-5 9 14 Nl 0 0 -8.353e-3 -5.183e-3 10 14 N2 .787 .007 11 14 N3 0 0 -8.308e-3 12 14 N4 1 .781 1 -.008 1 -5.069e-3 13 16 Nl 0 0 -8.355e-3 14 16 N2 .787 .008 -5.162e-3 15 16 N3 0 0 -8.299e-3 .78 -.008 -5.085e-3 16 16 N4 Story Drift LC X Drift[inj %of Ht 1 1 1 N2 0 0 I ____ __7___ o 2 2 1 N2 0 3 14 1 N2 .787 .756 4 16 1 N2 .787 .756 Member Section Forces - - LC Member Label Sec AxialLbL_ Momen(Ib-ft) 1 M 1 1 3934.561 -314.053 0 2 2 3741.814 -314.053 1 302.537 3 3 3549.067 -314.053 605.075 4 4 3356.32 -314.053 907.612 5 5 3163.573 -314-053 1210.149 6 6 2970.826 -314.053 1512.686 7 7 2778.079 -314.053 1815.224 RISA-2D Version 11.0.0 [C:\Users\S R H\Desktop\F RAM E ANALYSIS.r2d] Page 4 Company ZENOVIC&ASSOCIATES, INC Aug 13,2015 Designer SRH 9:44 AM Job Number 15227 QUEEN OF ANGELES ADDORATION ROOM REMODEL Checked By:TDG Member Section Forces (Continued) -- LC Member Label Sec Axial(lb Shearrlbj___ Momentrlb-ft] 8 1 8 --1-----2585.332 11 -314.053 2117.761 1 9 9 2392.585 -314.053 2420.298 10 10 i 2199.838 -314.053 2722.836 1 11 1 M2 1 3934.561 314.053 0 12 2 3741.814 314.053 -302.537 13 3 3549.067 314.053 -605.075 14 4 3356.32 314.053 -907.612 15 5 3163.573 314.053 -1210.149 16 6 1 2970.826 314.053 -1512.686 17 7 2778.079 314.053 -1815.224 18 8 1 2585.332 314.053 -2117.761 19 9 2392.585 314.053 -2420.298 10 2199.838 314.053 -2722.836 20 21 1 _M3 1 314.053 2199.838 2722.836 22 1 2 314.053 1710.985 767.424 23 3 314.053 1222.132 -699.134 24 4 314.053 733.279 -1676.84= 25 5 314.053 244.426 -2165.693 26 1 i 6 314.053 -244.426 -2165.693 1 27 7 314.053 -733.279 -1676.84 28 1 8 314.053 1 -1222.132 1 -699.134 29 9 314.053 -1710.985 767.424 30 1 10 314.053 -2199.838 2722.836 31 2 M 1 1 8326.081 -976.372 0 2 8160.869 -976.372 940.572 32 33 3 7995.658 -976.372 1881.144 34 4 1 7830.446 -976.372 2821.71.6 35 5 7665.234 -976.372 3762.287 36 6 7500.022 -976.372 1 4702.859 37 7 7334.811 -976.372 5643.431 38 8 7169.599 -976.372 6584.0M 39 9 7004.387 -976.372 7524.575 40 10 6839.175 -976.372 8465.147 41 2 1 8326.081 976.372 0 42 2 8160.869 976.372 -940.57f 43 3 7995.658 976.372 -1881.144 44 4 7830.446 976.372 -2821.716 45 5 7665.234 976.372 -3762.287 46 6 7500.022 976.372 1 -4702.859 47 7 7334.811 976.372 -5643.431 48 8 7169.599 976.372 -6584.003 49 9 7004.387 976.372 -7524.575 50 1 10 1 6839.175 976.372 -8465.147 51 2 M3 1 976.378 6839.175 8465.147 52 2 976.378 5319.359 2385.88 53 3 976.378 3799.542 -2173.57 54 4 976.378 2279.725 -5213.204------1 55 5 976.378 759.908 -6733.021 56 6 976.378 -759.908 -6733.021 1 57 7 976.378 -2279.725 -5213.204 58 8 976.378 -3799.542 -2173.57 59 9 976.378 -5319.359 2385.88 60 lo 1 976.378 -6839.175 8465.147--- 61 14 M 1 1 -67872.859 37371.719 0 62 2 -68038.071 37371.719 -36001.4ff 63 3 -68203.283 37371.719 -72002.846 64 4 -68368.495 37371.719 -1 -108004.269 RISA-2D Version 11.0.0 [C�\Users\S RH\Desktop\F RAM E ANALYSIS.r2d] Page 5 Company ZENOVIC&ASSOCIATES, INC Aug 13, 2015 Designer SRH 9:44 AM Job Number 15227 QUEEN OF ANGELES ADDORATION ROOM REMODEL Checked By:TDG Member Section Forces (Continued) LC Member Label Sec Axial[lbl hear[LbL Moment b-ftl 65 5 -68533.706 37371.719 -144005.691 66 6 1 -68698.918 1 37371.719 1 -180007.114 67 7 -68864.13 37371.719 -216008.537 68 8 -69029.342 37371.719 -252009.96 69 9 -69194.554 37371.719 -288011.383 70 10 69359.765 37371.719 -324012.806 71 14 M2 1 77713.822 38186.606 0 72 2 77548.61 1 38186.606 i -36786.43 73 3 77383.398 38186.606 -73572.861 38186.606 -110359.291 74 4 77218.186 75 5 77052.975 38186.606 -147145.722 76 6 76887.763 3818&606 -183932.152 77 7 76722.551 38186.606 -220718.582 78 8 76557.339 1 38186.606 1 -257505.013 79 9 76392.128 38186.606 -294291.443 80 1 10 76226.916 1 38186.606 -331077.874 81 14 M3 1 37610.115 -69354.278 -324012.806 82 2 37610.115 1 -70117.295 -254277,019 83 3 37610.115 -70880.311 -183778.216 84 4 37610.115 1 -71643.328 1: -112516.396 85 5 37610.115 -72406.345 -40491.56 86 1 6 37610.115 1 -73169.362 1 32296.293= 87 7 37610.115 -73932.378 105847.163 180161.05 88 8 37610.115 -74695.395 89 9 37610.115 -75458.412 255237.953 90 10 37610.115. -76221.429 331077.874 91 16 Mi 1 -70231.99 37643.429 0 2 -70355.899 1 37643.429 -36263.17 92 i 93 3 -70479.808 37643.429 -72526.34 94 4 -70603.717 1 37643.429 -108789.51 95 5 -70727.625 37643.429 -145052.68 96 6 -70851.534 1 37643.429 -181315.85 97 7 -70975.443 37643.429 -217579.02 98 1 8 -71099.352 1 37643.429 -253842.19 99 9 -71221261 37643.429 -290105.36 100 10 -71347.17 37643.429 -326368.53 101 16 M2 1 75290.712 37881.732 0 102 1 2 75166.803 37881.732 -36492.735 103 3 75042.894 37881.732 -72985.47 1041 4 1 74918.986 37881.732 -1 09478.206� 105 5 74795.077 37881.732 -145970.941 1061 6 74671.168 37881.732 -182463.676 107 7 74547.259 37881.732 -218956.411 1 o8 8 74423.35 37881.732 -255449.146) 109 9 74299.441 37881.732 -291941.881 11011 10 74175.533 37881.732 -328434.617 ill 16 M3 1 37321.753 -71341.724 -326368.53 112 1 1 2 37321.753 i -71655.986 -254869.675 113 3 37321.753 -71970.249 -183056.558 1141 4 1 37321.753 1 -72284.511 -110929.178 115 5 37321.753 -72598.774 -38487.535 116 6 1 37321.753 1 -72913.037 34268.37 117 7 37321.753 -73227.299 107338.538 1181-- 8 37321.753 1 -73541.562 180722.968 119 37321.753 -73855.824 254421.661 1201 1 10 37321.753 1 -74170.087 328434.617 RISA-2D Version 11.0.0 [C \Users\SRH\Desktop\F RAM E ANALYSIS.r2d] Page 6 Company ZENOVIC&ASSOCIATES, INC Aug 13,2015 Designer SRH 9:44 AM Job Number 15227 QUEEN OF ANGELES ADDORATION ROOM REMODEL Checked By:TDG Member Section Stresses LC Member Label Sec Axial[psil, Shear[psil_____ Top Bending[ps Bot Bending[psiL-__. 1 1 Ml 1 93.68 -22.062 0 0 2 1 2 89.091 -22.062 -12.872 12.872 3 3 84.502 -22.062 -25.743 25.743 -T- 4 4 79.912 -22.062 -38.615 38.615 5 5 75.323 -22.062 -51.486 51.486 6 6 70.734 -22.062 -64.3.58 64.358 7 7 66.145 -22.062 -77.23 77.23 8 F8 61.556 -22.062 -90.101 90.101 9 9 56.966 -22.062 -102.973 102.973 10 10 52.377 -22.062 -115.844 115.844 11 1 M2 1 93.68 22.062 0 0 12 2 89.091 22.062 12.872 -12.872 13 3 84.502 22.062 25.743 -25.743 14 4 79.912 22.062 1 38.615 -38.615 15 5 75.323 22.062 51.486 -51.486 16 1 1 6 70.734 22.062 64.358 -64.358 17 7 66.145 22.062 77.23 -77.23 18 8 61.556 1; 22.062 90.101 -90.101 19 - 9 56.966 22.062 102.973 -102.973 20 1 10 52.377 22.062 115.844 -115.844 Ll 21 M3 1 14.406 344.263 -291.806 291.806 22 2 14.406 267.76 -82.245 82.245 23 3 14.406 191.257 74.926 -74.926 24 F 4 14.406 114.754 179.707 -179.707 25 5 14.406 38.251 232.097 -232.097 26 6 14.406 -38.251 232.097 -232.097 27 7 14.406 -114.754 179.707 -179.707 28 8 14.406 -191.257 74.926 -74.92 29 9 14.406 -267.76 -82.245 82.245 10 14.406 -344.263 -291.806 291.806 30-i 31 2 M 1 1 198.24 -68.59 0 0 32 2 194.306 -68.59 -40.017 1 40.01.7 33 3 190.373 -68.59 -80.034 80.034 ---- 34 186.439 -6&59 4 -120.051 120051 35 5 182.506 -68.59 -160.068 160.068 36 6 -17-8.572 -68.59 -200.085 200.085 37 7 174.638 -68.59 -240.102 240.102 8 170.705 -68.59 -280.119 280.11.9 38 39 9 166.771 -68.59 -320.136 320.136 40 10 162.838 -6&59 -360.154 360.154 41 2 M2 1 198.24 68.59 0 0 -2 -!----1 9-4. 06 -40.017 42 .3 68.59 40.017 43 3 190.373 68.59 80.034 -80.034 44 F-T 4 186.439 68.59 120.051 -120.051 45 182.506 68.59 160.068 -160.068 46 6 178.572 68.59 200.085 -200.085 47 -7 174.638 68.59 240.102 -240.102 48 1 8 170.705 68.59 280.119 -280.119 49 9 166.771 68.59 320.136 -320.136 50 T-'l i 10 1 162.838 68.59 i 1 360.154 -360.154 51 2 M 3 1 44.788 1070.293 -907.208 907.208 -255,694 52 1 2 44.788 832.45 255.694 53 3 44.788 594.607 232.941 -232.941 -T 4 1 44.788 54 356.764 558.698 -558.698= 55 5 44.788 118.921 721.577 -721.577 6 44.788 -118.921 721.577 56 -721.577 RISA-2D Version 11.0.0 (CAUsers\SRH\Desktop\FRAME ANALYSIS.r2d] Page 7 Company ZENOVIC&ASSOCIATES, INC Aug 13,2015 Designer SRH 9:44 AM Job Number 15227 QUEEN OF ANGELES ADDORATION ROOM REMODEL Checked By:TDG Member Section Stresses (Continued) -- LC Member Label Sec., Axial[ps�i] -Slqear(ps ftndin Bot Bending(psil -Top- -g P-sil- 57 44.788 -356.764 558.698 -558.698 58' 8 44.788 -594.607 232.941 -232.941 59 9 44.788 -832.45 -255.694 255.694 60 10 44.788 -1070.293 -907.208 907.208 61 14 Mi 1 -1616.02 2625.34 0 0 62 1 1 1 2 1 -1619.954 2625.34 1531.697 -1531.697 63 3 -1623.888 2625.34 3063.394 -3063.394 64 4 1 -1627.821' 2625.34 4595.091 -4595.091 65 5 -1631.755 2625.34 6126.788 -6126.788 66 6 1 -1635.689 2625.34 7658.484 -7658.484 67 -7 -1639.622 2625.34 9190.181 -9190.181 68 1 8 1 -1643.556 2625.34 10721.878 -10721.878 69 -1647.489 2625.34 12253.575 -12253.575 70 10 -1651A23 2625.34 13785.272 -13785.272 71 14 M2 1 1850.329 2682.586 0 0 72 1 1846.395 2682.586 1565.095 -1565.095 73 3 1842.462 2682.586 3130.191 -3130.191 74 4 i 1838,528 2682.586 4695.286 -4695.286 75 5 1834.595 2682.586 6260.382 -6260.382 76 6 11 1830.661 1 2682.586 7825-477 -7825.477 77 7 1826.727 2682.586 9390.572 -9390.572 78 8 1822.794 2682.586 10955.668 -10955.668 79 9 1818.86 2682.586 12520.763 -12520.763 80 1 1 10 i 1814.927 2682.586 14085.859 -14085.859 81 14 M3 1 1725.235 -10853.565 34724.391 -34724.391 82 1 i i 2 1725.235 -10972.973 27250.82 -27250.82 83 3 1725.235 -11092.381 19695.477 -19695.477 84 4 1725.235 -11211.788 12058.361 -12058.361 85 5 1725.235 -11331.196 4339.473 -4339.473 1725.235 -11450 -3461.188 3461.188 86 .604 87 -7 1725.235 -11570.012 -11343.621 11343.621 88 8 1725.235 -11689.42 -19307.826 19307.826 89 9 1725.235 -11808.828 -27353.803 27353.803 90 1 .10 1 1725.235 -11928.236 -35481.553 35481.553 91 16 M 1 1 -1672.19 2644.428 0 0 92 1 1 2 1 -1675.14 2644.428 1542.833 -1542.833 93 3 -1678.091 2644.428 3085.666 -3085.666 94 -1681.041 1� 2644.428 4628.499 -4628.499 95 5 -1683.991 2644.428 6171.332 -6171.332 -T 6 -1686.941 2644.428 7714.165 -7714.165 96 97 7 -1689.892 2644.428 9256.998 -9256.998 98 i 8 -1692.842 1: 2644.428 10799.831 i -10799.831 99 9 -1695.792 2644.428 12342.664 -12342.664 100 10 -1698.742 2644.428 13885.497 -13885.497 101 16 M2 1 1792.636 2661.168 0 0 102 1 2 1789.686 2661.168 1552.6 -1552.6 3 1786.736 2661.168 3105.2 -3105.2 -4657.8 104 1783.785 2661.168 4657.8 105 5 1780.835 2661.168 6210.4 -6210.4 106 i 6 1777.885 2661.168 7763 -7763 107 7 1774.935 2661.168 9315.6 -9315.6 108 1 8 1771.985 2661.168 10868.2 -10868.2 109 9 1769.034 2661.168 12420.8 -12420.8 110 1 10 1766.084 2661,168 13973.4 -13973.4 111 16 M3 1 1712.007 -11164.589 34976.854 -34976.854 112 1 2 1712.007 1 -11213.769 27314.335 -27314.335 113 -- 3 1712.007 ---111262.95 19618.137 -19618.137 RISA-2D Version 11.0.0 [C-.\Users\SRH\Desktop\F RAM E ANALYSIS.r2d] Page 8 Company ZENOVIC&ASSOCIATES, INC Aug 13, 2015 Designer SRH 9:44 AM Job Number 15227 QUEEN OF ANGELES ADDORATION ROOM REMODEL Checked By:TDG Member Section Stresses (Continued) LC Member Label Sec Axial[psil Shear[p op Bendin fpsil Bot Bendinq,fpsi 312.13 11888.259 -11888.259 1712.007 -11 115 5 1712.007 -11361.31 4124.702 -4124.702 --l-1-410.491 -3672.535 3672.535 116 6 1712.007 117 7 1712.007 -11459.671 -11503.451 11503.451 118 1 007 -11508.852 -19368.046 19368.046 8 1 1712. 119 9 1712.007 -11558.032 -27266.321 27266.321 1201 1 10 1712.007 -11607.212 -35198.276 35198.276 Member Section Deflections --- LC Member Label Sec ni inj n) tio -[L --------- ........---y-L -Uy Ra 1 1 Ml 1 0 0 NC 2 2 0 0 NC 3 3 0 0 NC 4 4 0 0 NC 5 5 0 NC 6 6 0 0 NC 7 7 0 0 NC 8 8 0 0 NC 9 9 0 0 NC 10 10 0 0 NC 11 1 M2 1 0 0 NC 12 2 0 0 NC 13 3 0 0 NC 0 NC 14 4 0 15 5 0 0 NC 16 6 0 0 NC 17 7 0 NC 18 8 0 0 NC 19 9 0 0 NC 20 T 10 0 0 NC .21 1 M3 1 0 0 NC 22 2 0 0 NC 23 3 0 -.001 NC 24 4 i 0 -.001 NC 25 5 -.002 NC 26 1 6 0 -.002 NC 27 7 0 -.001 NC 28 8 0 -.001 NC 29 9 0 0 NC 30 10 0 0 NC 31 2 Mi 1 0 0 NC 32 2 0 0 NC 33 3 0 0 NC 34 4 0 0 NC 35 5 0 0 NC 36 6 0 .001 NC 37 7 0 .001 NC 38 8 0 0 NC 39 9 0 0 NC 40 10 0 0 NC 41 2 M2 1 0 0 N C 42 2 0 0 N C 43 3 0 0 N C 44 i 4 0 0 N C 45 5 0 0 N C 46 6 0 -.001 N C RISA-2D Version 11.0.0 [C�\Users\S RH\Desktop\F RAM E ANALYSIS.r2d] Page 9 ' � ZENOVIC&ASSOCIATES, INC Aug 13,2O15 Designer GRH 9:44 AM Job Number 15227 QUEEN OFANGELES ADDOR4T|ONROOM REMODEL Checked By:TDG Member Section Deflections (Continued) -___-LC Member Label ' - _ Sec uOol -Yl1(ril �o 103 -3- NC .003 NC 60 10 0 0 NC 62 It I I 63 3 .002 -.198 4479.556 .002 -.295 3193.758 65 5 .003 -.389 2653.275 2463.756 67 7 .005 -.565 2555.006 3079.695 72 2 0 -.099 8439.131 74 76 6 .005 -.477 2411.18 81 14 M3 1 .007 NC 82 2 .786 -.027 3310.762 83 3 .786 -.038 2607.136 85 5 .784 -.014 7674.342 NC 87 7 .783 .025 3808.425 88 8 .782 M3 2832.033 89 9 .781 .025 3480.834 93 3 002 -.198 4447.223 3170.705 95 5 -.389 2634.124 2445.972 97 7 .005 -.565 2536.564 98 8 .006 -.646 3057.466 101 16 M2 0 0 NC 102 2 0 -.099 8507,049 �L- _ '--/002 ' - _ _ `107 - - --4419.246 RISA-2D Version 11.0.0 [C-.VJsero\SRH\DeoktopUFRAN1EANALYS\S.r2d] Page 10 Corripany ZENOVIC&ASSOCIATES, INC Aug 13,2015 Designer SRH 9:44 AM Job Number 15227 QUEEN OF ANGELES ADDORATION ROOM REMODEL Checked By:TDG Member Section Deflections (Continued) LC Member Label Sec ---XfLnl____-_ y[in] _(n)_Uy_Ratio 1041 i 1 4 -.003 i -.293 3150.759 105 5 -.004 -.387 2617.554 1061 1 1 6 1 -.004 11 -.476 2430.586 107 7 -.005 -.561 2520.607 1081 1 1 8 1 -.006 1 -.641 3038,232 109 9 -.007 -.714 5004.147 110 10 -.008 1 -.78 N C 111 16 M 3 1 .787 .008 N C 112 2 .786 -.026 3344.033 113 3 .785 -.037 2652.479 1141 1 4 1 .784 1 -.03 3376.16 115 5 .784 -.012 8390.969 1161 i 1 6 1 .783 1 .009 N C 117 7 .782 .027 3678.618 118-F-1 8 .782 '1 .034 2782.905 119 9 .781 .025 3447.873 120T 10 .78 1 -.008 N C Member AISC 14th(360-10): LRFD Steel Code Checks - LC Member- Shapg-----_-UC Max ____Loc[ft]Eftar.. Loc[ttj bl b] --phi*Pnc[L -pbi PntL 1 1 Ml VV18xl43 .003 8.67 .001 0 1.69841e+6 1.89e+6 1.2075e+6 1.6... Hl-lb -7- �l .003 -j Hl-lb 2 1 M2 W 1 8)0__,C3 18.671 .001 1 0 11.69841e+61 1.89e+6 11.2075e+611.6. 3 1 M3 VV14x74 .006 9 .011 9 958324.466 981000 472500 1.5... Hl-lb 4 2 Ml �'W�18x143� .009 18.67 1 .0021 0 1 1-69-841-e-+61-1.89e+6 112N_5e-611.6..� H-1-1 b 5 2 M2 VV18xl43 .009 8.67 .002 0 1.69841e+6 1.89e+6 1.2075e+6 1.6... Hl-lb I T_9 6 2 M3 i VV14x74 1 .018 1 9 1 .036 1958324.466 1 981000 1472500 11.5--1 Hl-lb 7 14 Ml VV18xl43 .287 8.67 .088 0 1.69841e+6 1.89e+6 1.2075e+6 1.6... Hl-lb 8 1 14 1 M2 IVV18xl431 .297 18.67T_:d��! 1.69841e+61 1__q_e+ 1.2075e+611.6.J Hl-lb .8 6T 9 14 M3 VV 1 4x74 .720 9 .398 9 958324.466 981000 472500 2.2... Hl-lb �_[__6 10 1 16 1 M 1 IVV18xl431 ___7_____11.69841 e+6 I 1.89e+6 11.20 5e+6 1. T .289 18.67' .088 0 1 Hl-1 b 11 16 M2 VV18xl43 .294 8.67 .089 0 1-69841e+6 1.89e+6 1.2075e+6 1.6... Hl-lb 12 1 16 i M3 TVV 1_4x74 I i 1958324.466 1 d Hl-lb .715 1 9 1 .3871 9 981000 1472500 12.2. Material Takeoff Material Size- Pieces Lenqlh[ft] W(E�igNt[LBI_ 1 Hot Rolled Steel 2 1 A992 W14x74 3 A992 W18xl43 2 17.3 2478.2 4 i Total HR Steel 3 26.3 3145.8 RISA-2D Version 11.0.0 [C:\Users\SRH\Desktop\FRAME ANALYSIS.r2d] Page 11 Column: M1 Shape: W18x143 -67872.859 at 0 ft Material: A992 A lb Length: 8.67 ft I Joint: N1 J Joint: N2 LC 14: IBC 16-5 Code Check: 0.287 (bending) -69359.765 at 8.67 ft Report Based On 100 Sections 37371.719 at 0 ft -1616.02 at 0 ft fa psi -1651.423 at 8.67 ft v lb 13785.272 at 8.67 ft M lb-ft fc psi -324012.806 at 8.67 ft ft psi D -13785.272 at 8.67 ft -.787 at 8.67 ft AISC 14th(360-10): LRFD Code Check Direct Analysis Method Max Bending Check 0.287 Max Shear Check 0.088 Location 8.67 ft Location 0 ft Equation H1-1b Max Defl Ratio L/2459 Bending Flange Compact Compression Flange Non-Slender Bending Web Compact Compression Web Non-Slender Fy 50000 psi Out Plane In Plane phi*Pnc 1.69841e+6 lb Lb 8.67 ft 8.67 ft phi*Pnt 1.89e+6 lb KL/r 38.234 12.858 phi*Mn 1.2075e+6 lb-ft phi*Vn 4270501b L Comp Flange 8.67 ft Cb 1.678 Column: M2 77713.822 at 0 ft Shape: W18x143 Material: A992 Length: 8.67 ft I Joint: N3 J Joint: N4 LC 14: IBC 16-5 A lb Code Check: 0.297 (bending) Report Based On 100 Sections 76226.916 at 8.67 ft 38186.606 at 0 ft 1850.329 at 0 ft fa 1814.927 at 8.67 ft psi v lb 14085.859 at 8.67 ft M lb-ft fc .0dw psi -331077.874 at 8.67 ft ft psi D -14085.859 at 8.67 ft -.781 at 8.67 ft AISC 14th(360-10): LRFD Code Check Direct Analysis Method Max Bending Check 0.297 Max Shear Check 0.089 Location 8.67 ft Location 0 ft Equation H1-1b Max Defl Ratio L/2406 Bending Flange Compact Compression Flange Non-Slender Bending Web Compact Compression Web Non-Slender Fy 50000 psi Out Plane In Plane phi*Pnc 1.69841e+6 lb Lb 8.67 ft 8.67 ft phi*Pnt 1.89e+6 lb KL/r 38.234 12.858 phi*Mn 1.2075e+6 lb-ft phi*Vn 4270501b L Comp Flange 8.67 ft Cb 1.678 Beam: M3 Shape: W14x74 Material: A992 37610.115 at 0 ft Length: 9 ft I Joint: N2 J Joint: N4 A I b LC 14: IBC 16-5 Code Check: 0.720 (bending) Report Based On 100 Sections -69354.278 at 0 ft v lb 1725.235 at 0 ft fa psi -76221.429 at 9 ft 35481.553 at 9 ft 331077.874 at 9 ft M lb-ft fc psi 94.704 at 4.545 ft 324012.806 at 0 ft -94.704 at 4.545 ft .033 at 7 ft ft psi D in 35481.553 at 9 ft -.038 at 2.091 ft AISC 14th(360-10): LRFD Code Check Direct Analysis Method Max Bending Check 0.720 Max Shear Check 0.398 Location 9 ft Location 9 ft Equation H1-1b Max Defl Ratio L/2606 Bending Flange Compact Compression Flange Non-Slender Bending Web Compact Compression Web Non-Slender Fy 50000 psi Out Plane In Plane phi*Pnc 958324.466 lb Lb 1 ft 9 ft phi*Pnt 981000 lb KL/r 4.84 17.884 phi*Mn 472500lb-ft phi*Vn 191700 lb L Comp Flange 9 ft Cb 2.237 Anchor Designer TIVI Company: Zenovic&Associates, Inc. I Date: 18/11/2015 Engineer: SRH Page: 11/4 Software Project: 15227 Version 2.3.5555.73 Address: 301 East 6th Street,Suite I a Phone: 360-417-0501 [.��-mail� scott@zenovic.net 1I.Prowect information Customer company: Project description: Customer contact name: Location:QUEEN OF ANGELS Customer e-mail: Fastening description:STL.COLUMN TO CONC.COL. Comment: 2.Input Data&Anchor Parameters General Base Material Design method:ACI 318-11 Concrete: Normal-weight Units: Imperial units Concrete thickness,h(inch):11.00 State: Uncracked Anchor Information: Compressive strength,f�(psi):2500 Anchor type:Bonded anchor qJ.'V: 1.0 Material:F1554 Grade 36 Reinforcement condition: B tension, B shear Diameter(inch):0.625 Supplemental reinforcement:Yes Effective Embedment depth,her(inch):5.000 Do not evaluate concrete breakout in tension:No Code report: ICC-ES ESR-2508 Do not evaluate concrete breakout in shear:No Anchor category:- Hole condition:Dry concrete Anchor ductility:Yes Inspection:Continuous hmo(inch):8.13 Temperature range:2 Cac(inch):8.33 Ignore 6do requirement:Not applicable Cmin(inch): 1.75 Build-up grout pad:No S.m(inch):3.00 Base Plate Load and Geometry Length x Width x Thickness(inch):11.25 x 8.00 x 1.38 Load factor source:ACI 318 Section 9.2 Load combination:not set Seismic design:No Anchors subjected to sustained tension:No Apply entire shear load at front row:No z Anchors only resisting wind and/or seismic loads:Yes <Figure 1> 5850 1b 0 lb 0 lb 1911 0 ft-lb 0 ft-1. 1_4 Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. ' , �-,,,r��rl o", 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com MIT"41, Anchor Designer' Company: Zenovic&Associates, Inc. I Date7 -F8/11/2015 Engineer: SRH I Page: 12/4 Software Project: 15227 Version 2.3.5555.73 Address: 301 East 6th Street,Suite I a Phone: 360-417-0501 E-mail: scott@zenovic.net <Figure 2> 8.00 Ln 12.00 12.00 Recommended Anchor Anchor Name:SET-XP@-SET-XP w/5/8"0 F1 554 Gr.36 Code Report Listing:ICC-ES ESR-2508 AW "'M�W. Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. 5956 W.Las Positas Boulevard Pleasanton,CA94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com tzi I JA 1:&*1 k Anchor Designer TI Company: Zenovic&Associates, Inc. Date7 8/11/2015 Softwar Engineer: SRH Page7 3/4 Project: 15227 Version 2.3.5555.73 Address: 301 East 6th Street, Suite 1 Phone: 360-417-0501 E-mail: scott@zenovic.net 3.Resultinci Anchor Forces Anchor Tension load, Shear load x, Shear load y, Shear load combined, Nu.(lb) V�..(lb) Vuay(lb) 4(vuax)2+(Vuay)2(lb) 1 2925.0 0.0 0.0 0.0 2 2925.0 0.0 0.0 0.0 Sum 5850.0 0.0 0.0 0.0 Maximum concrete compression strain(%a):0.00 <Figure 3> Maximum concrete compression stress(psi):0 Resultant tension force(lb):5850 Resultant compression force(lb):0 Eccentricity of resultant tension forces in x-axis,e'Nx(inch):0.00 2 Eccentricity of resultant tension forces in y-axis,e'Ny(inch):0.00 Y X 4.Steel Strencith of Anchor in Tension(Sec.D.5.1) N-(lb) 0 ON-(lb) 13110 0.75 9833 5.Concrete Breakout Strength of Anchor in Tension(Sec.D.5.2) Nb=k�),4f�Nfl 5(Eq. D-6) k� A� f"(psi) h�f(in) Nb(I b) 24.0 1.00 2500 5.000 13416 ^bg�O(ANcIAN-)%c,N'F.dNVJ�,N'Fcp,NNb(Sec. D.4.1 &Eq. D-4) ANc(in 2) ANco(in 2) T��,N %d,N Vc,N V'.P,N Nb(I b) 0 ^bg(lb) 180.00 225.00 1.000 0.840 1.00 1.000 13416 0.65 5860 6.Adhesive Strength of Anchor in Tension(Sec.5.5) rk,uncr� Ck,uncrfsh.rt-t-K-t rkx-r(Psi) fsh.,t-t- K-t Ckuncr(psi) 1061 1.72 1.00 1825 Nba=A a Cunu)rdahef(Eq. D-22) A� Cuncr(Psi) &(in) Nf(in) Nb.(lb) 1.00 1825 0.63 5.000 17916 ONag=0(ANa1ANao)Pec,Na'Fed,Na Vlp,N.Nb�(Sec. D.4.1 &Eq.D-1 9) AN�(in') ANao(in') V'-.Na %d.N. V�P'Na Nb�(lb) 0 ^g(I b) 193.20 259.22 1.000 0.830 1.000 17916 0.65 7208 Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Faxi 925.847.3871 www.strongtie.com Anchor Designer TM Company: Zenovic&Associates, Inc. Date7 8/11/2015 Engineer: SRH Page: 4/4 Softwar Project: 15227 Version 2.3.5555.73 Address: 301 East 6th Street, Suite 1 Phone: 360417-0501 E-mail: scott@zenovic.net 11.Results Interaction of Tensile and Shear Forces(Sec.Q.7) Tension Factored Load, N-(lb) Design Strength,oNn(lb) Ratio Status Steel 2925 9833 0.30 Pass Concrete breakout 5850 5860 1.00 Pass(Governs) Adhesive 5850 7208 0.81 Pass SET-XP w/5/8"0 F1 554 Gr.36 with hef=5.000 inch meets the selected design criteria. 12.Warnings -Concrete compressive strength used in concrete breakout strength in tension,adhesive strength in tension and concrete pryout strength in shear for SET-XP adhesive anchor is limited to 2,500 psi per ICC-ES ESR-2508 Section 5.3. -Designer must exercise own judgement to determine if this design is suitable. -Refer to manufacturer's product literature for hole cleaning and installation instructions. Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson Sir—nci-Te Ccanpany in�. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com Anchor Designer TIVI Company: Zenovic&Associates,Inc. I Date: 18/11/2015 Engineer: SRH Page: 11/4 Softwar Project: 15227 Version 2.3.5555.72 Address: 301 East 6th Street,Suite 1 Phone: 360-417-0501 FE-mail- scott@zenovic.net I.Proiect information Customer company: Project description: Customer contact name: Location:QUEEN OF ANGELS Customer e-mail: Fastening description:STL.COLUMN TO CONC.COL. Comment: 2.Input Data&Anchor Parameters General Base Material Design method:ACI 318-11 Concrete: Normal-weight Units: Imperial units Concrete thickness,h(inch): 11.00 State: Uncracked Anchor Information: Compressive strength,f.(psi):2500 Anchor type:Bonded anchor LV�,v: 1.4 Material:F1 554 Grade 36 Reinforcement condition:B tension,B shear Diameter(inch):0.625 Supplemental reinforcement:Yes Effective Embedment depth,hef(inch):5.000 Do not evaluate concrete breakout in tension:No Code report: ICC-ES ESR-2508 Do not evaluate concrete breakout in shear:No Anchor category:- Hole condition:Dry concrete Anchor ductility:Yes Inspection:Continuous h.in(inch):8.13 Temperature range:2 cac(inch):8.33 Ignore 6do requirement:Not applicable Cmi�(inch): 1.75 Build-up grout pad:No Smin(inch):3.00 Base Plate Load and Geometry Length x Width x:Thickness(inch): 11.25 x 8.00 x 1.38 Load factor source:ACI 318 Section 9.2 Load combination:not set Seismic design:No Anchors subjected to sustained tension:No Apply entire shear load at front row:No z Anchors only resisting wind and/or seismic loads:Yes <Figure 1> 0 lb 3500 lb V, 01b N 0 ft-lb 0 -1 , Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com Anchor Designer TM Company: Zenovic&Associates, Inc. T—Date: 8/11/2015 Engineer: SRH Page: 2/4 Softwar Project: 15227 version 2.3.5555.72 Address: 301 East 6th Street,Suite 1 a Phone: 360-417-0501 E-mail: scott@zenovic.net <Figure 2> 8.00 CD Ln fyi Ln cvi 12.00 12.00 Recommended Anchor Anchor Name:SET-XP(@-SET-XP w/5/8"0 F1 554 Gr.36 Code Report Listing:ICC-ES ESR-2508 Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com I=ls M, Anchor Designer TM Company: Zenovic&Associates, Inc. I Date: 1 8/11/2015 Engineer: SRH I Page: 13/4 Softwar Project: 15227 Igo W, Version 2.3,5555.72 Address: 301 East 6th Street, Suite 1 Phone: 360-417-0501 E-mail: scott@zenovic.net 3.Resulting Anchor Forces Anchor Tension load, Shear load x, Shear load y, Shear load combined, N..(lb) V..x(lb) V�.y(lb) q(vuax)2+(Vuay)2(lb) 1 0.0 0.0 1750.0 1750.0 2 0.0 0.0 1750.0 1750.0 Sum 0.0 0.0 3500.0 3500.0 Maximum concrete compression strain(%o):0.00 <Figure 3> Maximum concrete compression stress(psi):0 Resultant tension force(lb):0 Resultant compression force(lb):0 Eccentricity of resultant tension forces in x-axis,e'Nx(inch):0.00 2 Eccentricity of resultant tension forces in y-axis,e'Ny(inch):0.00 Y Eccentricity of resultant shear forces in x-axis, e'v.(inch):0.00 Eccentricity of resultant shear forces in y-axis,e'vy(inch):0.00 8.Steel Strength of Anchor in Shear(Sec.Q.6.1) V-(lb) Ogmuf 0 O_qtOV(lb) 7865 1.0 0.65 5112 9.Concrete Breakout Strencith of Anchor in Shear(Sec.Q.6.2) Shear perpendicular to edge in y-direction: Vby=minj7(/e/da)0-2Vda;,aqF�ca,1 5;9Aa*'�Call-'I(Eq. D-33&Eq.D-34) /,(in) da(in) Aa F�(psi) Cal(in) VbY(I b) 5.00 0.63 1.00 2500 7.33 8329 OV�bgy=0(Av�lAv��)P��.VV-ad,V'I'�,VV'h.VVby(Sec. D.4.1 &Eq. D-31) A v�(in') Av-(in 2) Y'e�'V Ped.v T�.V Th,V VbY(I b) 0 Vcbgy(I b) 132.00 242.00 1.000 0.795 1.400 1.000 8329 0.70 3541 Shear parallel to edge in y-direction: Vb.=minj7(/./da)1-2qd.),qfC.,1.-1;9Aa*'Xa1"j(Eq. D-33&Eq.D-34) /�(in) da(in) lioa F�(psi) cat(in) Vb�(I b) 5.00 0.63 1.00 2500 3.50 2746 OVcby=0(2)(AvclAvco)PedvPc,vPh.vVbx(Sec. D.4.1 &Eq. D-30) A v�(in 2) Av��(in 2) %dY PC.V Vh.V Vb�(I b) 0 0 V�by(I b) 55.13 55.13 1.000 1.400 1.000 2746 0.70 5383 10.Concrete Pryout Strength of Anchor in Shear(Sec.Q.6.3) 0 V�pg=0 min I k�pNag;k�pkbgj 0 min I kp(ANa/ANao)Pec.Na Ped.Na P�P.NaNba; k�p(Aft/ANco)PecN Ped.N V',N Pcp,NNbi(Eq. D-41 kp ANa(in 2) ANao(in 2) VedNa P-,Na V'�p,Na Nb.(lb) N.(I b) 2.0 1 0 259.22 0.830 1.000 1.000 17916 11089 AN�(in 2) Avc�(in 2) �e�.N Ve d,N V�,N P�p,N Nb(I b) Ncb(lb) 0 180.00 225.00 1.000 0.840 1.000 1.000 13416 9016 0.70 OV,�pg(lb) Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson Svng-Tie Com.pany;nc 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847-3871 www.strongtie.com r F TM Company: Zenovic&Associates, Inc. Date7 8/11/2015 Anchor Designer Page: 4/4 Engineer: SRH Softwar Project: 15227 Version 2.3.5555.72 Address: 301 East 6th Street,Suite 1 Phone: 360-417-0501 E-mail: scott@zenovic.net 12622 11. Results Interaction of Tensile and Shear Forces(Sec.D.7) Shear Factored Load,Vua(lb) Design Strength, oV�(lb) Ratio Status Steel 1750 5112 0.34 Pass T Concrete breakout y+ 3500 3541 0.99 Pass(Governs) 11 Concrete breakout x- 1750 5383 0.33 Pass(Governs) Pryout 3500 12622 0.28 Pass SET-XP w/5/8"0 F1 554 Gr.36 with hef=5.000 inch meets the selected design criteria. 12.Warnings -Concrete compressive strength used in concrete breakout strength in tension,adhesive strength in tension and concrete pryout strength in shear for SET-XP adhesive anchor is limited to 2,500 psi per ICC-ES ESR-2508 Section 5.3. Designer must exercise own judgement to determine if this design is suitable. Refer to manufacturer's product literature for hole cleaning and installation instructions. Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Comoany inc 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com Anchor Designer"m Company: Zenovic&Associates, Inc. I Date: 18/11/2015 Engineer: SRH Page: 1/4 Softwar Project: 13215 Version 2.3.5555.75 Address: 301 East 6th Street,Suite 1 a Phone: 360-417-0501 FE-miTiV scott@zenovic.net I.Prooect information Customer company: Project description: Customer contact name: Location:QUEEN OF ANGELS Customer e-mail: Fastening description:STIL.COLUMN BASE PLATE Comment: 2.Input Data&Anchor Parameters General Base Material Design method:ACI 318-11 Concrete:Normal-weight Units: Imperial units Concrete thickness,h(inch):24.00 State: Uncracked Anchor Information: Compressive strength,f�(psi):2500 Anchor type:Bonded anchor LIJ.'V: 1.0 Material:F1554 Grade 36 Reinforcement condition:B tension,B shear Diameter(inch):0.875 Supplemental reinforcement:Yes Effective Embedment depth,hef(inch):8.000 Do not evaluate concrete breakout in tension:No Code report: ICC-ES ESR-2508 Do not evaluate concrete breakout in shear:No Anchor category:- Hole condition:Dry concrete Anchor ductility:Yes Inspection:Continuous hmin(inch): 12.38 Temperature range:2 Cac(inch): 11.65 Ignore 6do requirement:Not applicable Cnn(inch): 1.75 Build-up grout pad:No Smo(inch):3.00 Base Plate Load and Geometry Length x Width x Thickness(inch):19.50 x 11.25 x 1.00 Load factor source:ACI 318 Section 9.2 Load combination:not set Seismic design:No Anchors subjected to sustained tension:No Apply entire shear load at front row: No z Anchors only resisting wind and/or seismic loads:Yes <Figure 1> 10400 lb 0 lb - y 0 ft-lb 0 X Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. �!'f��.-(' � 5956 W.Las Positas Boulevard Pleasanton,CA94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com Anchor Designer TM Company: Zenovic&Associates, Inc. Date: 18111/2015 Engineer: SRH Page: 2/4 Software Project: 13215 Version 2.3.5555.75 Address: 301 East 6th Street, Suite I Phone: 360-417-0501 E-mail: scoft@zenovic.net <Figure 2> Ln, Lr! U11 r1iLri 4.00 Recommended Anchor Anchor Name:SET-XPO-SET-XP w/7/8"0 F1 554 Gr. 36 Code Report Listing:ICC-ES ESR-2508 Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility, 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com Anchor Designer" Company: Zenovic&Associates, Inc. Date� 18/11/2015 Engineer: SRH Page: 13/4 Softwar Project: 13215 Version 2.3.5555.75 Address: 301 East 6th Street,Suite 1 Phone: 360-417-0501 E-mail: scott@zenovic-net 3. Resulting Anchor Forces Anchor Tension load, Shear load x, Shear load y, Shear load combined, N-(lb) V.a.(lb) V�.,(lb) V(V.a.)2+May)'(lb) 1 1733.3 0.0 0.0 0.0 2 1733.3 0.0 0.0 0.0 3 1733.3 0.0 0.0 0.0 4 1733.3 0.0 0.0 0.0 5 1733.3 0.0 0.0 0.0 6 1733.3 A 0.0 0.0 Sum 10400.0 0.0 0.0 0.0 Maximum concrete compression strain(%o):0.00 <Figure 3> Maximum concrete compression stress(psi):0 Resultant tension force(lb): 10400 Resultant compression force(lb):0 c�6 01 Eccentricity of resultant tension forces in x-axis,e'Nx(inch):0.00 Eccentricity of resultant tension forces in y-axis, e'Ny(inch):0.00 Y -,,z-A-@- X I F 4 (::,3 4.Steel Strength of Anchor in Tension(Sec.D.5.1) N-(I b) 0 ON-(lb) 26795 0.75 20096 5.Concrete Breakout Strength of Anchor in Tension(Sec.D.5.2) Nb=k.,1�4fh,fl.5(Eq. D-6) k. Aa f.(psi) hef(in) Nb(lb) 24.0 1.00 2500 8.000 27153 ONcbg=0(ANcIANco)Vec,NVed,0'c,NT�p,NNb(Sec. D.4.1 &Eq. D-4) Aft(in 2) ANco(in 2) %C.N %d.N T�,N V'�p,N Nb(I b) 0 ONcbg(lb) 426.00 576.00 1.000 0.800 1.00 1.000 27153 0.65 10443 6.Adhesive Strength of Anchor in Tension(Sec.5.5) rk,uncr= 7-k.-rfshort-t-Ksat Ck.uncr(Psi) fsharf-tem K-t Tkuncr(psi) 885 1.72 1.00 1522 Nb.=A a r-,)rd�Nf(Eq. D-22) A� runcr(Psi) d�(in) hef(in) Nb.(I b) 1.00 1522 0.88 8.000 33475 ONag=0(ANalANaO)V'ec,,Va VedNa'Fcp,NaNba(Sec. D.4.1 &Eq.D-19) ANa(in') ANaO(in 2) P-.N. Pe d.Na T�P,Na Nba(lb) 0 ON.g(lb) 385.04 423.79 1.000 0.817 1.000 33475 0.65 16143 Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson S�rung-I ie Company Inc 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com WT77"Ok Anchor DesignerT11 Company: Zenovic&Associates, Inc. Date7 8/11/2015 Engineer: SRH Page: 4/4 Software Project: 13215 Version 2.3.5555.75 Address: 301 East 6th Street, Suite 1 C Phone: 360-417-0501 E-mail: scott@zenovic.net 11. Results Interaction of Tensile and Shear Forces(Sec.Q-171 Tension Factored Load, N-(lb) Design Strength,ol\l�(lb) Ratio Status Steel 1733 20096 0.09 Pass Concrete breakout 10400 10443 1.00 Pass(Governs) Adhesive 10400 16143 0.64 Pass SET-XP w/7/8"0 F1554 Gr.36 with hef=8.000 inch meets the selected design criteria. 12.Warnings -Concrete compressive strength used in concrete breakout strength in tension,adhesive strength in tension and concrete pryout strength in shear for SET-XP adhesive anchor is limited to 2,500 psi per ICC-ES ESR-2508 Section 5.3. Designer must exercise own judgement to determine if this design is suitable. Refer to manufacturer's product literature for hole cleaning and installation instructions. Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. 3,rnoson Strong-Tie Company mc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560,9000 Fax:925.847.3871 www.strongtie.com LITT T."I ,, Anchor DesignerTm Company: Zenovic&Associates,Inc. I Date: 18/11/2015 Engineer: SRH I Page: 12/4 Software Project: 15227 Version 2.3.5555.70 Address: 301 East 6th Street,Suite 1 a Phone: 360-417-0501 E-mail: scott@zenovic.net <Figure 2> C) Lr) (Yi CD Lr) (Yi 12.00 12.00 Recommended Anchor Anchor Name:SET-XPO-SET-XP w/518"0 F1 554 Gr.36 Code Report Listing:ICC-ES ESR-2508 3 Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. 5956 W.Las Positas Boulevard Pleasanton,CA94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com Anchor Designer TIVI Company: Zenovic&Associates, Inc. Date� 8/11/2015 Engineer: SRH Page: 3/4 Software Project: 15227 Version 2.3.5555.70 Address: 301 East 6th Street,Suite 1 a Phone: 360-417-0501 E-mail: scott@zenovic.net 3. Resultinci Anchor Forces Anchor Tension load, Shear load x, Shear load y, Shear load combined, N-(lb) Vu-(lb) Vu.,(lb) q(Vuax)2+(Vuay)'(lb) 1 0.0 0.0 1900.0 1900.0 Sum 0.0 0.0 1900.0 1900.0 Maximum concrete compression strain (%.):0.00 Maximum concrete compression stress(psi):0 Resultant tension force(lb):0 Resultant compression force(lb):0 Eccentricity of resultant tension forces in x-axis,e'Nx(inch):0.00 Eccentricity of resultant tension forces in y-axis,e'Ny(inch):0.00 Eccentricity of resultant shear forces in x-axis,Wv�(inch):0.00 Eccentricity of resultant shear forces in y-axis,e'vy(inch):0.00 8.Steel Strength of Anchor in Shear(Sec. D.6.1) V-(lb) Ogmul 0 OgmutoVsa(lb) 7865 1.0 0.65 5112 9.Concrete Breakout Strength of Anchor in Shear(Sec. D.6.211 Shear perpendicular to edge in y-direction: Vby=minJ7(1�/d�)1.24&;t�qF�C�,1-5; 9)..qf�C�11-51(Eq. D-33&Eq. D-34) /e(in) da(in) A� fc(psi) c.1(in) Vby(lb) 4.00 0.63 1.00 2500 6.67 6904 OVcby=0(Avc1Avco)Ped,VPc,V'Ph,VVby(Sec. D.4.1 &Eq.D-30) Avc(in 2) Av-(in 2) Vj.d,V T�,V Vh,V VbY(lb) 0 0 Vcby(I b) 70.00 200.00 0.805 1.400 1.000 6904 0.70 1906 Shear parallel to edge in y-direction: Vb�=minJ7(/�/d.)1.2-jd.)..qfC.,1-1;9A�4f�c�il 11(Eq. D-33&Eq. D-34) /�(in) &(in) A� r�(psi) c.i(in) Vb�(I b) 4.00 0.63 1.00 2500 3.50 2626 OV�by=0(2)(Av�l&..)V.d.v1F.,vT,1tvVb�(Sec. D.4.1 &Eq. D-30) Av.(in') Av,�(in 2) Vj�d,V ��.V Wh.V Vb�(lb) 0 0 Vcby(I b) 55.13 55.13 1.000 1.400 1.000 2626 0.70 5148 10. Concrete P[yout Strength of Anchor in Shear(Sec.Q.6.3) OV�p=0 minjk�pN.; k�^bj=0 minjkp(AN�IANao)Ped.Na 1Pcp,NaNba; kcp(ANc1ANco)'Fed,NPc,N PcpNNbi (Eq. D-40) kp ANa(in 2) Aivao(in 2) W�dNa Vcp,Na Nba(I b) Na(I b) 2.0 112.70 259.22 0.830 1.000 14333 5175 AN�(in 2) ANco(in 2) V�d.N 'F�,N Vcp N Nb(I b) kb(lb) 0 Ov�p(I b) 84.00 144.00 0.875 1.000 1.000 9600 4900 0.70 6860 11. Results Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson Stmnq-T,e Company nc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com TM Company: Zenovic&Associates, Inc. Date7 8/11/2015 Anchor Designer Engineer: SRH Page: 4/4 Software Project: 15227 Version 2.3.5555.70 Address: 301 East 6th Street,Suite 1 Phone: 360-417-0501 FE-maii: scott@zenovic.net Interaction of Tensile and Shear Forces(Sec. D.7) Shear Factored Load,V.a(lb) Design Strength,oW(lb) Ratio Status Steel 1900 5112 0.37 Pass T Concrete breakout y+ 1900 1906 1.00 Pass(Governs) 11 Concrete breakout x- 1900 5148 0.37 Pass(Governs) Pryout 1900 6860 0.28 Pass SET-XP w/5/8"0 F1 554 Gr.36 with hef=4.000 inch meets the selected design criteria. 12.Warnings -Concrete compressive strength used in concrete breakout strength in tension,adhesive strength in tension and concrete pryout strength in shear for SET-XP adhesive anchor is limited to 2,500 psi per[CC-ES ESR-2508 Section 5.3. Designer must exercise own judgement to determine if this design is suitable. Refer to manufacturer's product literature for hole cleaning and installation instructions. Input data and results must be checked for agreement with the,existing circumstances,the standards and guidelines must be checked for plausibility. Simpsoil Strong-Tie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com