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HomeMy WebLinkAbout1514 W 15th Street Address: 1514 W 15th Street e PREPARED 2/05/15, 16:19:50 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 2/05/15 -------------—-----------------------—------------------------—-------------------—- dov ADDRESS . : 1514 W 15TH ST SUBDIV: CONTRACTOR GROFFS CONSTRUCTION PHONE (360) 460-8891 OWNER ICARUS HALL PHONE (360) 457-8201 PARCEL 06-30-00-0-4-3503-0000- APPL NUMBER: 14-00000543 RES NEW SFR ------------------------------------------------------------------------------------------------ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ---------------------------------------------- -- - - -- 10/14/14 AP October 14, 2014 9:22:31 AM pbarthol. john 460-6902 October 14, 2014 4:52:05 PM pbarthol. PL99 01 2/05/15 PLUMBING FINAL February 5, 2015 8:38:46 AM pbarthol. Cassey 460-8891 -------------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 2/05/15, 16:19:50 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 2/05/15 ------------------------------------------------------------------------------------------------ ADDRESS . : 1514 W 15TH ST SUBDIV: CONTRACTOR : GROFFS CONSTRUCTION PHONE (360) 460-8891 OWNER ICARUS HALL PHONE (360) 457-8201 PARCEL 06-30-00-0-4-3503-0000- APPL NUMBER: 14-00000543 RES NEW SFR ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTTAT. REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BLFW 01 6/03/14 JLL BLDG FOUND FTG/STEM WALL 6/10/14 AP June 2, 2014 9:11:18 AM pbarthol. CASEY 460-8891 ++++zzx+xz+x++xxxxxxx AM ++++xxzz+z+zzzzz+zz+z+zxzxxx June 10, 2014 1:53:24 PM jlierly. BFF 01 6/11/14 JLL BLDG FLOOR FRAMING 6/11/14 AP June 11, 2014 10:44:04 AM pbarthol. Casey 460-8891 June 11, 2014 3:55:13 PM jlierly. PL6 01 9/02/14 RV PLUMBING WATER SUPPLY 9/02/14 AP September 2, 2014 1:27:23 PM rvess. September 2, 2014 1:27:48 PM rvess. BL9 01 10/17/14 PB BLDG SHEARWALL 10/20/14 AP October 17, 2014 9:30:15 AM pbarthol. CASEY 460-8891 October 20, 2014 8:50:13 AM pbarthol. BL3 01 10/20/14 PB BLDG FRAMING 10/20/14 AP October 20, 2014 8:52:57 AM pbarthol. October 20, 2014 8:53:06 AM pbarthol. BLI 01 10/22/14 JLL BLDG INSULATION 10/22/14 AP October 22, 2014 10:12:43 AM jlierly. October 22, 2014 4:19:45 PM jlierly. BLDR 01 11/10/14 JLL BLDG DRYWALL IBWP 11/10/14 AP November 10, 2014 10:12:41 AM jlierly. casey November 10, 2014 3:16:27 PM jlierly. PW99 01 1/30/15 RV PUBLIC WORKS FINAL 1/30/15 AP January 30, 2015 2:44:25 PM rvess. January 30, 2015 3:00:12 PM rvess. BL99 01 2/05/15 1T�.� BLDG FINAL — -\-+-----February 5, 2015 8:38:05 AM pbarthol. ------------------------- Cassey 460-8891 ------------------------------------------------ PERMIT: ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ----------------------------------------------------------------------------------------------- ME99 01 2/05/15 JLL "'� MECHANICAL FINAL ------February 5, 2015 8:38:33 AM pbarthol. ------- Cassey 460-8891 ----------------- ------------------------------------------------ PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ PL2 01 10/14/14 PB PLUMBING ROUGH-IN ----------------------------------- CONTINUED ONTO NEXT PAGE ----------------------------------- CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES,WA 98362 t Application Number . . . . . 14-00000543 Date 6/18/14 Application pin number . . . 552065 1T Property Address . . . . . . 1514 W 15TH ST W ASSESSOR PARCEL NUMBER: 06-30-00-0-4-3503-0000- REPORT SALES TAX Application type description RES NEW SFR Subdivision Name . . . . . . on your state excise tax form Property Use . . . . . . . . to the City of Port Angeles Property Zoning . . . . . . . RS7 RESDNTL SINGLE FAMILY (Location Code 0502) Application valuation . . . . 123627 Application desc 1365 SQ FT SFR W/487 SQ FT ATTACHED GARAGE ---------------------------------------------------------------------------- OwnerContractor - ------------------------ ICARUS HALL GROFFS CONSTRUCTION 204 N TARA LN 736 E 9TH ST \ PORT ANGELES WA 98362 PORT ANGELES WA 98362 (360) 457-8201 (360) 460-8891 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT -RESIDENTIAL Additional desc . . 1879 SQ FT SFR Permit Fee . . . . 1154.65 Plan Check Fee 750.52 Issue Date . . . . 5/30/14 Valuation . . . . 123627 Expiration Date . . 12/08/14 Qty Unit Charge Per Extension BASE FEE 1020.25 24.00 5.6000 THOU BL-100,001-500K (5.60 PER K) 134.40 ---------------:------------------------------------------------------------ Permit . . . . MECHANICAL PERMIT j� Additional desc SFR MECHANICAL Permit Fee . . . . 163.95 Plan Check Fee .00 Issue Date . . . . 5/30/14 Valuation . . . . 0 _ Expiration Date . . 12/08/14 Qty Unit Charge Per Extension BASE FEE 50.00 2.00 7.2500 EA ME-VENT FAN (SINGLE DUCT) 14.50 1.00 10.6500 EA ME-HOOD/DUCT-MECH. EXHAUST 10.65 6.00 14.8000 EA ME-HEATER(SUSP/WALL%FLOOR-MTD) 88.80 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . SFR PLUMBING Permit Fee . . . . 163.00 Plan Check Fee .00 Issue Date . . . . 5/30/14 Valuation . . . . 0 Expiration Date 12/08/14 Qty Unit Charge Per Extension BASE FEE 50.00 8.00 7.0000 EA PL-PLUMBING TRAP 56.00 1.00 7.0000 EA PL-WATER LINE 7.00 4.00 7.0000. EA PL-DRAIN VENT PIPING 28.00 1.00 15.0000 EA PL-SEWER LINE 15.00 Q 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 �f 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 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 b 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 Pum /Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs C^r� Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/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 v DEPARTMENT OF COMMUNITY&ECONOMIC DEVELOPMENT-BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 2 Application Number . . . . . 14-00000543 Date 6/18/14 Application pin number . . . 552065 REPORT SALES TAX Qty Unit Charge Per Extension our state excise tax form 1.00 7.0000 EA PL-WATER HEATER 7.00 On Y ---------------------------------------------------------------------------- to the City of Port Angeles Special Notes and Comments (Location Code OSO2� Address numbers shall be plainly visible from the street. Address numbers shall be a minimum of six inches high and be of contrasting color from the background. May 19, 2014 9:34:03 AM sroberds. Proposal is a new sfr in the RS-7 for total lot cov of 27% and site cov of 35$. No land use issues anticipated. Electrical load calculations and electrical permits are required. Consider applying for the City Green Infrastructure Rebate of up to $750.00 towards the materials to install rain garden to control roof and driveway runoff. Also rebates available for downspout disconnections.Contact Jonathan Boehme at 360 417-4811 Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch. 24 hour advance notice is required. Public Works Inspection bequest line 417-4831 Trench safety per applicable laws. Temp erosion control and surface restoration responsibility of applicant. Contact City inspector prior to start of work @ 360 417-4831. No attachment to sanitary sewer of stormwater roof leaders, foundation drains, yard drains, or any other CSO contribution is allowed. Use existing driveway opening. 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. May 13, 2014 7:59:57 AM rvess. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . RES UNDERGRND SERVICE FEE 770.00 SEWER SYSTEM DELV CHARGE 2260.00 STATE SURCHARGE 4.50 PW WATER SYSTEM USE FEE 2260.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 1481.60 1481.60 .00 .00 Plan Check Total 750.52 750.52 .00 .00 Other Fee Total 5294.50 5294.50 .00 .00 Grand Total 7526.62 7526.62 .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 isnot 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 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 b 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 Pum /Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting n G DEPT. Separate Permit#s SEPA: i htin ESA: g SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/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 THEFor Cit V Use CITY OF ��R© , ANGE. LEs y � 2 a r Permit# W f5 W ASHI N G T O N, U. S. Date Received: 321 E 51h Street ; Date Approved Port Angeles,WA 9836 P:360-417-4817 F:360-417-4711 Email:permits@cityofpa.us BUILDING PERMIT A PLICATION Project Address: Phone: PrimM Contact: l `�'" U�J Email: Name / / Phone c Property Mailing Address Email Owner 26 %P'E=..4 L/v City p J n j State �� Zip Name� ' � Phone Contractor Add? 3 Email Information city scare 4 zip q8 3 Contractors License REpDate: Legal Description: Zoning: Tax Parcel# Project V ue' : (materials and labor) 'V-3o6eo $ (,- )-7 Residential ff Commercial ❑ Industrial ❑ Public ❑ Permit Demolition ❑ Fire ❑ Repair ❑ Reroof(tear off/lay over) ❑ Classification For the following,fill out both pages of permit application: (check New Construction ®-- Exterior Remodel ❑ Addition ❑ Tenant Improvement ❑ appropriate) Mechanical ❑ Plumbing 11Other 11Fire Sprinkler System? Irrigation System? Proposed Bathrooms Pro osed Bedrooms Yes 0 No IL Yes O No ®- Project Description - 1� ��— Is project in a Flood Zone: Yes ® NoM 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 i8o days of submittal,the application will be considered abandoned and the fees will be forfeited. Dat Print Name Signatu e Residential Structures For Office Use Area Description(SQ FT) Existing Proposed $$value Basement First Floor Second Floor Covered Deck/Porch/Entry Deck(over 30"or 2nd floor) Garage Carport Other(describe) Area Totals �3(o Commercial Str/ ctures For Office Use Area Descriptions,�Sqm Existing Proposed $$Value 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) %Lot Coverage(Total lot c v e_lot size) &0o . , I Site Coverage S Ft of all impervious) %of Site Coverage(tota1l s to coverage-- lot size) LC Mechanical Fixtures Indicate how many of each type of fixture to be installed or relocated as part of this project. Air Handler Size: # Haz/Non-Haz Piping Outlets: Appliance Exhaust Fan # Heater(Suspended,Floor,Recessed wall) # Boiler/Compressor Size: # Heating/Cooling appliance # re air/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 Plumbing Fixtures Indicate how many of each type of fixture to be installed or relocated Plumbing Traps # Fuel gas piping #of Outlets: Water Heater # I Medical gas piping #of Outlets: Water Line # Plumbing Vent piping # Sewer Line # Industrial waste pretreatment interceptor Grease Trap Size Other(describe): T:\BUILDING\APPLICATION FORMS\Current BP Application\Building Permit 4-17-13.docx w r 7 " , x J r a r &� *' AM owlC4 u� r s, 14, „ N En NN V 7W -44 F , . ,�t / x t ,mow` vn. � '`,,, _ "�' •— h a . y rLO111", , `r Nto d of,:`.• 'ro ^"'" '°" N..;� ,ry '��..\ �� Nik N` HO FPO �p 20.0' vr" (TpT No .30-00 D —24*� LOT 4 a� 4- a01'p- UP -P ..0 ter 14-0+(1000 Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information Hall Drafting Solutions W 15th Ave PO Box 1246 Port Angeles, WA 98363 Port Angeles, WA 98362 This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition, based on the size of the structure,the appropriate number of additional credits are checked as chosen by the permit applicant. Authorized Representative Date All Climate Zones R-Valuea U-Factora Fenestration U-Factorb n/a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGCb,e n/a n/a Ceiling 49' 0.026 Wood Frame Wall9,k,l 21 int 0.056 Mass Wall R-Value' 21/21h 0.056 Floor 309 0.029 Below Grade Wallc.k 10/15/21 int+TB 0.042 Slab'R-Value& Depth 10, 2 ft n/a *Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Each dwelling unit in one and two-family dwellings and townhouses,as defined in Section 101.2 of the International Residential Code shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: �1. Small Dwelling Unit: 0.5 points Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are less than 750 square feet of heated floor area. ❑2. Medium Dwelling Unit: 1.5 points All dwelling units that are not included in#1 or#3, including additions over 750 square feet. ❑3. Large Dwelling Unit: 2.5 points Dwelling units exceeding 5000 square feet of conditioned floor area. Table R406.2 Summary Option Description Credit(s) 1a Efficient Building Envelope 1a 0.5 ❑ lb Efficient Building Envelope lb 1.0 ❑ 1c Efficient Building Envelope 1c 2.0 ❑ 2a Air Leakage Control and Efficient Ventilation 2a 0.5 0 0.5 2b Air Leakage Control and Efficient Ventilation 2b 1.0 ❑ 2c Air Leakage Control and Efficient Ventilation 2c 1.5 ❑ 3a High Efficiency HVAC 3a 0.5 ❑ 3b High Efficiency HVAC 3b 1.0 ❑ 3c High Efficiency HVAC 3c 2.0 ❑ 3d High Efficiency HVAC 3d 1.0 ❑ 4 High Efficiency HVAC Distribution System 1.0 ❑ 5a Efficient Water Heating 0.5 ❑ 5b Efficient Water Heating 1.5 ❑ 6 Renewable Electric Energy 0.5 *1200 kwh 0.0 Total Credits 0.50 *Please refer to Table R406.2 for complete option descriptions http://www.energy.wsu.edu/Documents/2012%2ORes%2OEnergy.pdf Table R402.1.1 Footnotes For SI: 1 foot .= 304.8 mm, ci .= continuous insulation, int .= intermediate framing. a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation,the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights.The SHGC column applies to all glazed fenestration. Exception: Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where the SHGC for such skylights does not exceed 0.30. 1110/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R-13 d R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. f Basement wall insulation is not required in warm-humid locations as defined by Figure R301.1 and Table R30 g Reserved. " First value is cavity insulation, second is continuous insulation or insulated siding, so "13.+5" means R-13 cav The second R-value applies when more than half the insulation is on the interior of the mass wall. For single rafter-or joist-vaulted ceilings,the insulation may be reduced to R-38. k Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a mini Log and solid timber walls with a minimum average thickness of 3.5 inches are exempt from this insulation re Table R402.1.3 Footnote a Nonfenestration U-factors shall be obtained from measurement, calculation or an approved source or as spe W Version: 3.1 Designed on: May 7,2014 Wry Design wwpa.or, ® ASD Mete; How to Ordder*Pro Developed by: Forum Enginee enter Data Print version Setup (: Beam or Girder C Joist or Rafter: Member# Typical Header Member at Floor r Roof Location : Main Floor Repetitive Use? No Yes Nominal Size : (2) 2 x 10 Incised for PT? No Yes Species = Douglas Fir-Larch Flat Use: No Yes "Dimension Lumbe: Grade= No.2 Moisture Content: <19% >19% Span(L)= 6 ft - 0 in Temperature(°F): <100 100-125 1 125-150 Tributary Width(B)= 15 ft - 4 in Set Duration Factors with Cantilever Unsupported Length(lu)= 1 ft - 0 in Lf Set Deflection Limits r with Point Load(s) '. Reset Loads to Zero r with Sloped Load(s) ... .........-........:.: ......... ...............: L (pressed-down buttons are seiected) W s LOADING Load Type Max.Span = 7 ft 1 in , Dead Load Uniform w(psfl= 17 R1 R2 1932 Ib 1933 Ib Stress and/or Deflection Check OK A c t u a / Allowable Ratio Snow Load Uniform w(psf)= 25 Max fv(psi)&V(lb) 78 1436 207 3830 37% e CD=1.15 Max fb(psi)&M(Ib-ft) 813 2898 1136 4050 72% Total Load Max.Defl.(in) -0.06 U1214 L/180 0.40 15% Live Load Max.Defl.(in) -0.04 U2039 U240 0.30 12% Adjustment Factors for Fb for Fv for E Wet Service CM= 1.00 1.00 1.00 oW Temperature Ct= 1.00 1.00 1.00 -,000 -2= Beam Stability CL= 1.00 N/A N/A 300° Size CF= 1.10 N/A N/A Shear Force,V(lb) Flat Use Cf„= 1.00 N/A N/A Incising Ci= 1.00 1.00 1.00 Repetitive Member Cr= 1.00 N/A N/A 4000 Buckling Stiffness CT= N/A N/A 1.06 3000 (C T for Emin only) 2000 Design Values in psi 1000 Fb Fv E Emin 0 Reference 900 180 1600000 580000 Adjusted 1136 207 1600000 580000 Bending Moment,M(Ib-ft) Section Properties a� breadth(b)= 3 in depth(d)= 9.25 in a Area(A)= 27.8 in^2 Section Modulus(Sx)= 42.8 in^3 Moment of Inertial(Ix)= 197.9 in^4 Total Load Deflection(in) WVer Sion 3'1 Designed on: May 7,2014 VV Beams/Joists t , , 1 and Design t How to ' Ord Pro ASD Method �' Developed by: Forum En_qineers Enter Data Print Version ..._- -_._._._............._..-__:.—_..,,..:_:___... _.__... ................................ Setup C: Beam or Girder r Joist or Rafter : -- Member# Garage Door Hdr Member at Floor Roof Location : Main Floor Repetitive Use? No res Nominal Size : ( 1 ) 4 x 12 Incised for PT? No Yes -- Species= Douglas Fir-Larch Flat Use: No Yes --- DimunSIWI purr be Grade= No.2 Moisture Content <19i >19% L - Span 12 ft - 9 in P ( 1- Temperature(°F): <100 100-125 125-150 Tributary Width(B)= 4 ft - 4 in Unsupported Length lu – 1 ft - 0 in Set Duration Factors r with Cantilever Set Deflection Limits r with Point Load(s) Reset Loads to zero r with Sloped Load(s) s L (pressed-down buttons are selected) W sf) I LOADING Load Type Ar Max. Span = 1 7 ft 6 in Dead Load Uniform w(psf)= 17 _ _ -- -- -- R1 R2 1160 Ib 1160 Ib Stress and/or Deflection Check ► OK A c t u a I Allowable Ratio Snow Load Uniform_ w(psf)_ 25 Max fv(psi)&V(lb) 38 990 207 5434 18% CD=1.15 Max fb(psi)&M(Ib-ft) 601 3698 1136 6991 53% Total Load Max.Defl.(in) -0.16 U939 L/180 0.85 19% Live Load Max.Defl.(in) -0.10 U1578 L/240 0.64 15% Adjustment Factors 1500, for Fb for Fv for E low Wet Service Cm= 1.00 1.00 1.00 0 Temperature Ct= 1.00 1.00 1.00 -1000; Beam Stability CL= 1.00 N/A N/A 1500 Size CF= 1.10 N/A N/A Shear Force,V(lb) Flat Use Cs,= 1.00 N/A N/A Incising Ci= 1.00 1.00 1.00 Repetitive Member Cr= 1.00 N/A N/A 4000 Buckling Stiffness CT= N/A N/A 1.06 3000 (C r for Emin only) 2000 Design Values in psi 1000 Fb Fv E Emin 0 Reference 900 180 1600000 580000 Adjusted 1136 207 1600000 580000 Bending Moment,M(Ib-ft) Section Properties breadth(b)= 3.5 in depth(d)= 11.25 in a, Area(A)= 39.4 in12 Section Modulus(Sx)= 73.8 in^3 Moment of Inertial(Ix)= 415.3 in^4 Total Load Deflection(in) Learn about Panasonic's FV-08VK3 Page l of 1 Panasatic ideas for life consumer busin—_ vidustrial > WhisperGreen > FV-08VK3 FV-08V K3 Catalog .. .. ....... ......... WhisperGreen® 80 CFM Ceiling Print this page Mounted Ventilation Fan with DC Motor View/compare all models See Dealer for Price • Find Dealer For Price b kr features Motor Type DC Type of Motor Bearing Ball Thermal Fuse Protection Yes Blower Wheel Type Sirocco Duct Diameter(inches) 4" Mounting Opening (inches 101/2^ sq.) Grille Size (inches sq.) 13" SmartActionTM Motion No Sensor High/Low Delay Timer No CustomVentT" Variable No Speed Control SmartFlowT'" Optimum Yes CFM Technology Washington State VIAQ Yes Code California Title 24 Yes Compliant Mfg in ISO 9001 Certified Yes Facility Energy Star Qualified Yes Gross Weight (lbs.) 12.1 UL tub/Shower Enclosure Yes Dimensions (H x W x D) 11.25"x 14.25" x 16.75" Weight 12.0 lbs Features,specifications&pricing subject to change without notice. Copyright©2009 Par--Jnic Corporation of North America.FII rights reserued. *.'*See Online Privacy Policy*** http://www2.panasonic.com/webapp/wcs/stores/servlet/ModelDetail?storeId=11201&catalo... 5/7/2014 Simpson Strong-Tie Length of Wall Bracing Required 6.5 ft 6.5 ft NOTES 1. This wall-bracing evaluation is based on the 2012 International Residential Code.The user is responsible for ensuring that the project fits within the scope of the IRC and complies with the wall-bracing requirements of Sections R602.10,R602.11 and R602.12 as applicable. 2. One-and two-family dwellings and townhouses in Seismic Design Category D0,Dl,or D2 are subject to the wind and seismic requirements of the IRC. The length of wall bracing shall be the greater of that required by Table R602.10.3(1)based on wind speed,and Table R602.10.3(3)based on seismic design category,including all applicable adjustment factors. 3. Braced-wall panel construction shall be in accordance with the requirements of Section 8602.10.4 and Table R602.10.4 and the minimum length requirements of Section R602.10.5. 4. Braced-wall panels shall be located at each end of braced-wall lines.Braced-wall panels constructed of Methods WSP,BV-WSP,or continuous sheathing methods may begin up to 10 feet from each end when the additional requirements of Section R602.10.2.2.1 are satisfied. 5. The distance between braced wall panels shall not exceed 20 feet in accordance with Section R602.10.2.2. 6. Interior braced-wall-line spacing is the greater of the distance between two adjacent braced-wall lines or the average of the distance as selected by the designer. 7. Refer to the Strong-Wall Shearwalls`"'Presciptive Design Guide for pre-engineered solutions when the required bracing amounts cannot be satisfied with prescriptive braced-wall panels.Simpson Strong-Tie®Wood and Steel Strong-Wall®shearwalls may be considered equivalent to the code braced-wall panel construction method WSP with gypsum board applied on the inside. 8. Braced-wad-line spacing shall not exceed 25 feet on center in each story in both longitudinal and transverse directions in accordance with Table R602.10.1.3.However,the spacing between two adjacent braced wall lines shall not exceed 35 feet on center in order to accomodate one single room when the provisions in Table R602.10.1.3 are satisfied. 9. Horizontal panel joints in braced-wall panels shall be blocked in accordance with Section R602.10.10. 10. Braced-wall lines shall have a minimum of two braced wall panels unless the provisions of Section R602.10.2.3 are satisfied. WARNINGS 1. For buildings in SDC D0,Dl,and D2 the user must ensure braced wall line spacing greater than 25 feet satisfies the requirements of Table R602.10.1.3. 2. The wall bracing provisions of the IRC may not be used in areas where wind design is required in accordance with Figure R301.2(4)B or where the basic wind speed shown on Figure R301.2(4)A equals or exceeds 110 miles per hour. 3. Different intermittent bracing methods are not permitted to be mixed within a braced wall line for Townhomes in Seismic Design Category C and all structures in Seismic Design Category D0,Dl,or D2 in accordance with Section R602.10.4.1 item#3. www.strongtie.com/webapps/bracedWall This is page 2 of 2 Simpson Strong-Tie 2012 IRC Required Braced-Wall-Line Length Calculations PROJECT INFORMATION NAME:Hall ADDRESS:W 15th St,Port Angeles,WA,98363 WALL DIRECTION:Front to Back CA�q/laX C, SEISMIC DESIGN CATEGORY:D-) �J BASIC WAND SPEED:100 mph WAND EXPOSURE CATEGORY:C STONE OR MASONRY VENEER:No Wall Line A-1 Wall Line B-1 Braced-Wall-Line Location Ist of 1-story 1st of I-story Eave to Ridge Height 5 ft 5 ft Braced-Wall-Line Spacing .20.00 ft 20.00 ft Braced-Wall-Line Length 26 ft 26 ft Wall Height 9 ft 9 ft Bracing Method WSP WSP GB Construction Type N/A N/A Gypsum Wall Board on Inside - _ -- Yes _. - Yes Horizontal Joints Blocked .Yes Yes - Holdown Device Used - 'No No >8psf&=15 - >8psf&=15 Wall Dead Load psf psf Roof/Ceiling Dead Load =15 psf =15 psf Tabulated Wind Bracing Amount 5 ft 5 ft Exposure Height Factor 1.2 1.2 Eave-to-Ridge Height Factor 0.7 0.7 Wind Wall Height Factor 0.95 0.95 Number of BWL Factor 1 1 Holdown Factor 1 1 Blocked Joint Factor 1 1 Gypsum on Inside Factor I 1 Wind GB Construction Factor I 1 Required Wind Bracing Amount 3.99 ft - - 3.99 ft - - - - loom Tabulated Seismic Bracing Amount 6.5 ft 6.5 ft Seismic Wall Height Factor 1 1 BWL Spacing Factor 1 1 Blocked Joint Factor 1 1 Gypsum on Inside Factor I I Seismic GB Construction Factor I i Wall Dead Load Factor 1 I Roof Dead Load Factor 1 I Veneer Factor 1 I Required Seismic Bracing Amount 6.5 ft 6.5 ft U4UIF www.strongtie.com/webapps/bracedWall This is page 1 of 2 Simpson Strong-Tie Length of Wall Bracing Required 5.2 ft 5.2 ft NOTES 1. This wall-bracing evaluation is based on the 2012 International Residential Code.The user is responsible for ensuring that the project fits within the scope of the IRC and complies with the wall-bracing requirements of Sections R602.10,R602.11 and R602.12 as applicable. 2. One-and two-family dwellings and townhouses in Seismic Design Category D0,Dl,or D2 are subject to the wind and seismic requirements ofthe IRC. The length of wall bracing shall be the greater of that required by Table R602.10.3(1)based on wind speed,and Table R602.10.3(3)based on seismic design category,including all applicable adjustment factors. 3. Braced-wall panel construction shall be in accordance with the requirements of Section R602.10.4 and Table R602.10.4 and the minimum length requirements of Section R602.10.5. 4. Braced-wall panels shall be located at each end of braced-wall lines-Braced-wall panels constructed of Methods WSP,BV-WSP,or continuous sheathing methods may begin up to 10 feet from each end when the additional requirements of Section R602.10.2.2.1 are satisfied. 5. The distance between braced wall panels shall not exceed 20 feet in accordance with Section R602.10.2.2. 6. Interior braced-wall-line spacing is the greater of the distance between two adjacent braced-wall lines or the average of the distance as selected by the designer. 7. Refer to the Strong-Wall Shearivalls-a'Presciptive Design Guide for pre-engineered solutions when the required bracing amounts cannot be satisfied with prescriptive braced-wall panels.Simpson Strong-Tie®Wood and Steel Strong-Wall®shearwalls may be considered equivalent to the code braced-wall panel construction method WSP with gypsum board applied on the inside. 8. Braced-wall-line spacing shall not exceed 25 feet on center in each story in both longitudinal and transverse directions in accordance with Table R602.10.1.3.However,the spacing between two adjacent braced wall lines shall not exceed 35 feet on center in order to accomodate one single room when the provisions in Table R602.10.1.3 are satisfied. 9. Horizontal panel joints in braced-wall panels shall be blocked in accordance with Section R602.10.10. 10. Braced-wall lines shall have a minimum of two braced wall panels unless the provisions of Section R602.10.2.3 are satisfied. WARNINGS 1. For buildings in SDC D0,DI,and D2 the user must ensure braced wall line spacing greater than 25 feet satisfies the requirements of Table R602.10.1.3. 2. The wall bracing provisions of the IRC may not be used in areas where wind design is required in accordance with Figure R3012(4)B or where the basic wind speed shown on Figure R3012(4)A equals or exceeds 110 miles per hour. 3. Different intermittent bracing methods are not permitted to be mixed within a braced wall line for Townhomes in Seismic Design Category C and all structures in Seismic Design Category D0,Dl,or D2 in accordance with Section R602.10.4.1 item#3. www.strongtie.com/webapps/bracedWall This is page 2 of 2 Simpson Strong-Tie 2012 IRC Required Braced-Wall-Line Length Calculations PROJECT INFORMATION NAME:Hall ADDRESS:W 15th St,Port Angeles,WA,98363 WALL DIRECTION:Side To Side p SEISMIC DESIGN CATEGORY:D2 d_ BASIC WIND SPEED:100 mph WIND EXPOSURE CATEGORY:C STONE OR MASONRY VENEER:No Wall Line 1-1 Will Line 2-1 Braced-Wall-Line Location Ist of 1-story Ist of I-story Eave to Ridge Height - - - - 5 ft - -. - 5 ft Braced-Wall-Line Spacing 26.00 ft 26.00 ft Braced-Wall-Line Length 20 ft 20 R Wall Height 9 ft 9 ft Bracing Method WSP WSP - GB Construction Type - - N/A N/A Gypsum Wall Board on Inside - - - - - Yes - Yes Horizontal Joints Blocked _ - - Yes _ Yes - - - Holdown Device Used No No Wall lead Load >8 psf&=15 >8 psf&=15 psf psf Roof/Ceiling Dead Load - =15 psf =15 psf Tabulated Wind Bracing Amount 6.2 ft 6.2 ft Exposure Height Factor - 1.2 _ 1.2 _ - - Eave-to-RidgeHeight Factor 0.7 ,0.7 Wind Wall Height Factor _. - _.. ....-.. - ..- _.. .0.95 - - 0.95 _ Number of BWL Factor 1 I Holdown Factor 1 I Blocked Joint Factor 1 1 Gypsum on Inside Factor - I - I - Wind GB Construction Factor I I Required Wind Bracing Amount 4.95 ft 4.95 ft Imam Tabulated Seismic Bracing Amount 5 ft 5 ft Seismic Wall Height Factor 1 I B WL Spacing Factor - -- - - - 1.04 - . .1.04. . Blocked Joint Factor 1 I Gypsum on Inside Factor 1 1 Seismic GB Construction Factor 1 I Wall Dead Load Factor 1 1 Roof Dead Load Factor 1 I Veneer Factor I I Required Seismic Bracing Amount 5.2 ft - - 5.2 ft - - www.strongtie.com/webapps/bracedWall This is page 1 of 2 Simpson Strong-Tie II.Ttb� Length of Wall Bracing Requin d 11 H 17.6 R 1 I It NOTTS 1. This wall-bracing evaluation is based on the 2012 International Residential Code.The user is responsible for ensuring that the project fits within the scope of the IRC and complies with the wall-bracing requirements of Sections R602.10,R602.11 and R602.12 as applicable. 2. One-and two-family dwellings and townhouses in Seismic Design Category D0,D 1,or D2 are subject to the wind and seismic requirements of the IRC. The length of wall bracing shall be the greater of that required by Table R602.10.3(1)based on wind speed,and Table R602.10.3(3)based on seismic design category,including all applicable adjustment factors. 3. Braced-wall panel construction shall be in accordance with the requirements of Section R602.10.4 and Table R602.10.4 and the minimum length requirements of Section R602.10.5. 4. Braced-wall panels shall be located at each end of braced-wall Iines.Braced-wall panels constructed of Methods WSP,BV-WSP,or continuous sheathing methods may begin up to 10 feet from each end when the additional requirements of Section R602.10.2.2.1 are satisfied. 5. The distance between braced wall panels shall not exceed 20 feet in accordance with Section R602.10.2.2. 6. Interior braced-wall-line spacing is the greater of the distance between two adjacent braced-wall lines or the average of the distance as selected by the designer. 7. Refer to the Strong-Wall Sheanvallrl Presciptive Design Guide for pre-engineered solutions when the required bracing amounts cannot be satisfied with prescriptive braced-wall panels.Simpson Strong-Tie®Wood and Steel Strong-Wall®shearwalls may be considered equivalent to the code braced-wall panel construction method WSP with gypsum board applied on the inside. 8. Braced-wall-line spacing shall not exceed 25 feet on center in each story in both longitudinal and transverse directions in accordance with Table R602.10.1.3.However,the spacing between two adjacent braced wall lines shall not exceed 35 feet on center in order to accomodate one single room when the provisions in Table R602.10.1.3 are satisfied. 9. Horizontal panel joints in braced-wall panels shall be blocked in accordance with Section R602.10.10. 10. Braced-wail lines shall have a minimum of two braced wall panels unless the provisions of Section R602.10.2.3 are satisfied. WARNINGS 1. For buildings in SDC D0,D 1,and D2 the user must ensure braced wall line spacing greater than 25 feet satisfies the requirements of Table R602.10.1.3. - 2. The wall bracing provisions of the IRC may not be used in areas where wind design is required in accordance with Figure R3012(4)B or where the basic wind speed shown on Figure R301.2(4)A equals or exceeds 110 miles per hour. 3. Different intermittent bracing methods are not permitted to be mixed within a braced wall line for Townhomes in Seismic Design Category C and all structures in Seismic Design Category D0,Dl,or D2 in accordance with Section R602.10.4.1 item#3. I www.strongtie.com/webapps/bracedWall This is page 2 of 2 Simpson Strong-Tie 2012 IRC Required Braced-Wall-Line Length Calculations PROJECT INFORMATION NAME:Hall ADDRESS:W 15th St,Port Angeles,WA,98363 WALL DIRECTION:Front to Back r w1V V.. SEISMIC DESIGN CATEGORY:D2 BASIC W W D SPEED:100 mph WIND EXPOSURE CATEGORY:C STONE OR MASONRY VENEER.No Wall Line A-1 Wall Line B-1 .Wall Line C-1 Braced-Wall-Line Location 1st of 1-story Ist of I-story 1st of 1-story Eave to Ridge Height 5 ft 5 ft .5 ft Braced-Wall-Line Spacing - - - - - 17.00 ft 17.00 ft 11.00 ft Braced-Wall-Line Length 44 ft 44 ft 44 ft Wall Height 8 ft 8 ft 8 ft Bracing Method WSP GB WSP - GB Double GB Construction Type N/A sided 4"O.0 'N/A Fastening Gypsum Wall Board on Inside Yes N/A Yes Horizontal Joints Blocked Yes Yes Yes Holdown Device Used No :No No >8psf&=15 >8psf&=15 >8psf&=15 Wall Dead Load psf psf psf Roof/Ceiling Dead Load - =15 psf =15 psf =15 psf - Tabulated Wind Bracing Amount 4.25 ft 7.3 It 2.75 ft Exposure Height Factor 1.2 1.2 1.2 Eave-to-Ridge Height Factor 0.7 0.7 0.7 .Wind Wall Height Factor 0.9 0.9 0.9 Number of BWL Factor 1.3 1.3 1.3 Holdown Factor ..- - .. I - - I. -. - I - Blocked Joint Factor 1 1 1 Gypsum on Inside Factor I I 1 Wind GB Construction Factor 1 0.7 1 Required Wind Bracing Amount 4.18 ft 5.02 ft 2.7 ft - Tabulated Seismic Bracing Amount lift `17.6 ft lift Seismic Wall Height Factor _ 1 - 1 1 BWL Spacing Factor Blocked Joint Factor 1 1 1 Gypsum on Inside Factor I t 1 Seismic GB Construction Factor I l 1 Wall Dead Load Factor 1 1 1 Roof Dead Load Factor 1 Veneer Factor 1 I 1 Required Seismic Bracing Amount I l ft 17.6 ft I 1 ft www.strongtie.com/webapps/bracedWall This is page 1 of 2 Simpson Strong-Tie Imam Length of Wall Bracing Required 7 ft 11.2 ft _7 ft NOTES 1. This wall-bracing evaluation is based on the 2012 International Residential Code.The user is responsible for ensuring that the project fits within the scope of the IRC and complies with the wall-bracing requirements of Sections R602.10,R602.11 and R602.12 as applicable. 2. One-and two-fancily dwellings and townhouses in Seismic Design Category D0,DI,or D2 are subject to the wind and seismic requirements of the IRC. The length of wall bracing shall be the greater of that required by Table R602.10.3(1)based on wind speed,and Table R602.10.3(3)based on seismic design category,including all applicable adjustment factors. 3. Braced-wall panel construction shall be in accordance with the requirements of Section R602.10.4 and Table R602.10.4 and the minimum length requirements of Section R602.10.5. 4. Braced-wall panels shall be located at each end of braced-wall lines.Braced-wall panels constructed of Methods WSP,BV-WSP,or continuous sheathing methods may begin up to 10 feet from each end when the additional requirements of Section R602.10.2.2.1 are satisfied. 5. The distance between braced wall panels shall not exceed 20 feet in accordance with Section R602.10.2.2. 6. Interior braced-wall-line spacing is the greater of the distance between two adjacent braced-wall lines or the average of the distance as selected by the designer. 7. Refer to the Strong-Wall ShearwallsL Presciprive Design Guide for pre-engineered solutions when the required bracing amounts cannot be satisfied with prescriptive braced-wall panels.Simpson Strong-Tie®Wood and Steel Strong-Wall®shearwalls may be considered equivalent to the code braced-wall panel construction method WSP with gypsum board applied on the inside. 8. Braced-wall-line spacing shall not exceed 25 feet on center in each story in both longitudinal and transverse directions in accordance with Table R602.10.1.3.However,the spacing between two adjacent braced wall lines shall not exceed 35 feet on center in order to accomodate one single room when the provisions in Table R602.10.1.3 are satisfied. 9. Horizontal panel joints in braced-wall panels shall be blocked in accordance with Section R602.10.10. 10. Braced-wall lines shall have a minimum of two braced wall panels unless the provisions of Section R602.10.2.3 are satisfied. WARNINGS 1. For buildings in SDC D0,D 1,and D2 the user must ensure braced wall line spacing greater than 25 feet satisfies the requirements of Table R602.10.1.3. 2. The wall bracing provisions of the IRC may not be used in areas where wind design is required in accordance with Figure R3012(4)B or where the basic wind speed shown on Figure R3012(4)A equals or exceeds 110 miles per hour. 3. Different intermittent bracing methods are not permitted to be mixed within a braced wall line for Townhomes in Seismic Design Category C and all structures in Seismic Design Category D0,DI,or D2 in accordance with Section R602.10.4.1 item#3. www.strongtie.com/webapps/bracedWall This is page 2 of 2 Simpson Strong-Tie 2012 IRC Required Braced-Wall-Line Length Calculations PROJECT INFORMATION NAME:Hall ADDRESS:W 15th St,Port Angeles,WA,98363 WALL DIRECTION:Side To Side SEISMIC DESIGN CATEGORY:D2 BASIC WIND SPEED:100 mph WIND EXPOSURE CATEGORY:C STONE OR MASONRY VENEER No Wall Line 1-1 Wall Line 2-1 Wall Line 3-1 Braced-Wall-Line Location 1st of 1-story 1st of 1-story Iat of 1-story Eave to Ridge Height 5 ft 5 ft 5 ft Braced-Wall-Line Spacing - 22.00 ft 22.00 R 22.00 ft Braced-Wall-Line Length 28 ft 28 It 28 ft Wall Height 8 ft 8 ft .8 ft Bracing Method - WSP. GB WSP. GB Double GB Construction Type N/A sided 4"OC N/A Fastening Gypsum Wall Board on Inside Yes N/A 'Yes Horizontal Joints Blocked Yes Yes Yes Holdown Device Used No No No - .- >8psf&=15 - >8psf&=15 _ >8psf&=15 - Wall Dead Load psf psf psf Roof/Ceiling Dead Load - _ _ - =15 psf =15 psf —15 psf - 3 Tabulated Wind Bracing Amount 5.4 R -9.2 ft 5.4 ft Exposure Height Factor 1.2 1.2 1.2 Eave-to-Ridge Height Factor 0.7 0.7 0.7 Wind Wall Height Factor 0.9 0.9 0.9 Number of BWL Factor 1.3 1.3 1.3 Holdown Factor I I _ I. Blocked Joint Factor 1 1 1 Gypsum on Inside Factor l 1 1 Wind GB Construction Factor l 0.7 1 Required Wind Bracing Amount 5.31 ft 6.33 ft 5.31 ft Tabulated Seismic Bracing Amount 7 ft 11.2 ft 7 ft Seismic Wall Height Factor - 1 I - I BWL Spacing Factor 1 I 1 Blocked Joint Factor 1 I 1 Gypsum on Inside Factor - _. - -. I _ I I - Seismic GB Construction Factor 1 I 1 Wall Dead Load Factor 1 1 1 Roof Dead Load Factor I Veneer Factor 1 1 1 Required Seismic Bracing Amount 7 R 11.2 ft .7 ft _ www.strongtie.com/webapps/bracedWall This is page 1 of 2